20021528 Ver 1_Complete File_20021029

?0? W ATFRQ Michael F. Easley
\0 G Governor
fib r7„ William G. Ross, Jr., Secretary
j Department of Environment and Natural Resources
4 `[ Alan Klimek, PE
Division of Water Quality
October 29, 2002
Mr. Jeff Jurek
Wetlands Restoration Program
1619 MSC
Raleigh, NC 27699-1619
Subject: Stream Restoration/Enhancement
Big Warrior Creek
Wilkes County, NC
DW Q# 021528
Dear Mr. Jurek:
This Office is in receipt of the plans for the stream restoration projects of approximately 9200 feet of Big
Warrior Creek and tributaries in the Yadkin River Basin originally submitted to this Office on September 19,
2002. DWQ Staff reviewed the plans and determined that stream restoration and/or enhancement would be
achieved as long as the following stipulations are met:
1) A minimum entrenchment ratio of 3:1 shall be provided.
As long as the above conditions are met, the stream impacts associated with the project may proceed without
written approval from the Division. Please be advised that seven copies of a complete, formal application and a
$475.00 fee is required for projects intended for compensatory mitigation credit (see General Certification No.
3353, issued March 18, 2002). Any request for mitigation credit shall be addressed under separate cover.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
4?&
R. D6mey
nds Unit Su rvi t
cc: Mr. Todd St. John, Wetlandg4nit
Winston-Salem Regional Office
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
nin v aloe i..a. _.. _nin "44 -- is...A c......._a__.a_I
Follow-up request
Subject: Follow-up request
Date: Thu, 24 Oct 2002 15:12:37 -0400
From: "Ellen McClure" <[e-mail]>
To: <[e-mail]>
CC: "Jeff Jurek (Jeff Jurek)" <[e-mail]>
Todd,
Based on your suggestion, Jeff Jurek has indicated that he would like to increase the minimum entrenchment ratio to
3 (rather than 2.2, as shown in the hand mark-ups). When the grading plan is developed, an entrenchment ratio of 3
or greater will be applied throughout the design, even if the re-graded area extends beyond the 25-foot fenced area
to either side. If you would like, you may state this condition on the permit.
Please let me know if I still need to respond in a more formal letter somehow.
Thank you,
Ellen
Ellen McClure
Fluvial Geomorphologist
Biohabitats, Inc.
15 West Aylesbury Road
Timonium, Mb 21093
[phone]
[phone] fax
Visit us at <http://www.biohabitats.com>
"Restore the earth and inspire ecological stewardship. "
1 of 1 10/24/02 3:15 PM
Re: [Fwd: Big Warrior]
Subject: Re: [Fwd: Big Warrior]
Date: Thu, 24 Oct 2002 14:02:42 -0400
From: Jeff Jurek <jef `[e-mail]>
To: "Todd St. John" <[e-mail]>
Ellen will assure you of a 3.0 or greater entrenchment ratio. She will formally
address that in her correspondence to you. You can put that on the letter as a
condition of the permit if that will make you comfortable.
"Todd St. John" wrote:
> Jeff, I reviewed the submittal for Big Warrior... I still have an issue with the
> 2.2 entrenchement ratio... I talked to Ellen McClure and she said she thought
> they could go with a wider flood plain if the owner didn't mind... Obviously the
> request to go wider would have to come from you. Anyway, if they can get a min
> entrenchment ratio of 3.0 i will be ready to recommend approval.
> thanx...
> Jeff Jurek wrote:
> > Todd, Why don't you hold up your review and restart clock (official request).
> > They should have you something by Friday.
> > "Todd St. John" wrote:
> > > here is the email that i had sent Jeff Jurek regarding the Big Warrior
> > > Creek plan... sorry i didn't call back but i didn't get a phone #...
> > > Jeff, instead of us putting this one on hold... i suggest that you
> > > request, today, that we hold up our review until the information is
> > > available... i think if you request it, it should restart the 30 day
> > > clock... (i'll review it as soon as i get it, though... Dorney said that
> > > would work)
> > > ------------------------------------------------------------------------
> > > Subject: Big Warrior
> > > Date: Thu, 03 Oct 2002 08:15:43 -0400
> > > From: "Todd St. John" <[e-mail]>
> > > Organization. DWQ Wetlands Unit
> > > To: [e-mail]
> > > sorry i didn't get this to you yesterday... the phone kept
> > > interupting...
> > > YY. In Stream Structures and/or Channel Blocks
> > > Why are most of the cross vanes in the run as opposed to the glide?.
> > > it is my understanding that riffle armoring indicated on page 47 of the
> > > plan will not be used.
> > > YY. Site Plans/Maps
> > > Please provide longitudinal profiles for the design reach that show the
> > > elevations of the thalweg, bankfull, and lowest bank height.
> > > Please indicate the extent of the proposed flood plain on the site plan
> > > to ensure that adequate flood plain will be provided.
> > > YY. Riparian Buffers and Planting Plan
1 of 3 10/24/02 2:16 PN/.
Re: [Fwd: Big Warrior]
> > > The planting plan should include tree planting densities of the
> > > appropriate native species that will result in a survival rate of 320
> > > trees per acre after five years. Please revise the site plans to include
> > > the extent and nature of the plantings and buffers.
> > > ¥¥. Morphological Measurements
> > > Please provide the width of the flood prone area for Basin and Joe's
> > > Creek.
> > > Please provide the design and reference stream average stream (normal
> > > flow water surface) slope.
> > > Please explain the combining of data for the u/s and d/s of Big Warrior
> > > Creek. Does the range account for the change in drainage area?
> > > ¥¥. Sediment Transport Analysis
> > > How does the method used demonstrate that bedload transport equilibrium
> > > shall be achieved? (The method used appears to be based on competency to
> > > move certain expected particle sizes but does not appear to address the
> > > sediment loading issues.) Was the pebble count provided for active
> > > riffle channel or the entire bankfull channel? Why did the designer not
> > > use subsurface sample?

> > > -------------- ----------------------------------------------------------

> > > Todd St. John, P.E.
> > > Environmental Engineer II
> > > DWQ
> > > Wetlands Unit:

> > > Todd St. John, P.E.
> > > Environmental Engineer II
> > > DWQ
> > > Wetlands Unit
> > > Work: [phone]
> > > Additional information:
> > > Last Name St. John, P.E.
> > > First NameTodd
> > > Version 2.1

> > > ------------------------------------------------------------------------

> > > Todd St. John, P.E.
> > > Environmental Engineer II
> > > DWQ
> > > Wetlands Unit

> > > Todd St. John, P.E.
> > > Environmental Engineer II
> > > DWQ
> > > Wetlands Unit
> > > Work: [phone]
> > > Additional information:
> > > Last Name St. John, P.E.
> > > First NameTodd
> > > Version 2.1
Pef <jeff [e-mail]> I
2 of 3 10/24/02 2:16 PM
PR Biohabitats
Incorporated
15 West Aylesbury Road
Timonium, MD 21093
tel [phone]
fax [phone]
www.biohabitats.com
October 17, 2002
Mr. Todd St. John
NCDENR Division of Water Quality
Wetlands Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27511
RE: Big Warrior Creek Restoration
Biohabitats Project No. 02803.01
SUBJ: Responses to Design Questions
Dear Mr. St. John:
The purpose of this letter is to respond to your comments submitted to Jeff Jurek via e-mail on
October 3, 2002 regarding the "Big Warrior Creek, Final Stream Restoration Report, September
2002." I have repeated your original questions in boldface by category. Each question is
followed by our individual responses.
In-Stream Structures and/or Channel Blocks
1. Why are most of the cross vanes in the run as opposed to the.glide?
Cross vanes tend to create downstream pools. As such, it is my design preference to
predominantly use them at the riffle-run transition-at the upstream end of a pool. It has
been my observation that when cross vanes are used at the glide-riffle transition, the grade is
held but undesirable scour occurs downstream and interrupts the riffles. (You can see
examples of such mid-riffle pools in the Stone Mountain stream restoration project.)
2. It is my understanding that riffle armoring indicated on page 47 of the plan will not be
used.
The placement of riffle bed material along design riffles is important to their function and
stability. However, we would'only use "riffle armoring" consistent with existing channel bed
material. We anticipate that we will salvage much of the existing, relatively coarse riffle
material from the existing Big Warrior 1Dainstem and tributaries within the project area, and
then incrementally place that salvaged bed material along design riffles.
Should the volume of salvaged bed material be inadequate for placement of bed material at
each design riffle, we anticipate bringing in some "gravel tailings." Gravel tailings would
Restoring the Earth and Inspiring Ecological Stewardship
100% Rccy&J Paper
consist of natural field rock or river rock. Crushed rock from a quarry would not be
permitted. The source of gravel tailings would be from an approved mining operation with
up-to-date regulatory permits. Gravel tailings would be a mixture containing approximately
the following size distribution:
¦ 65 % Gravel - 0.16 to ? inch (0.4 - 7.6 cm) diameter
¦ 35 % Cobble - 3 to 12 inch (7.6 30.5 cm) diameter
No more than 75% of the material furnished would be Gravel material and no more than 50%
of the material furnished would be Cobble material. This gradation is within the range of that
observed on-site in existing coarse riffles. In no case will rip rap material be used to,
construct a riffle in lieu of the material described above.
Site Plans/Maps
.1
3. Please provide longitudinal profiles for the design reach that show the elevations of the
thalweg, bankfull, and lowest bank height.
Attached are the preliminary design longitudinal profiles for the mainstem of Big Warrior
Creek, as well as Lower and Mountain Creek Tributaries. The bankfull, elevation and the
lowest bank height coincide in riffles and along the outside of meander bends.
4. Please indicate the extent of the proposed flood plain on the site plan to ensure that
adequate floodplain will be provided.
Please see the enclosed hand markups of Sheets 3 through 18. We have superimposed the
minimum extent of the proposed floodplain (floodprone width) with red lines. The riparian
buffer width is shown by green lines.
It is our understanding that, due to the agreement between the property owners and the State,
the planted riparian buffer can extend only 25 feet along each side of the channel from the
bankfull elevation. If the property owner does not allow grading to extend beyond the limits
of this riparian buffer, the floodprone width and riparian buffer width will essentially
correspond along the lower mainstem. This is indicated by the red slashes through the
riparian buffer width. However, we hope that through much of the project, we can actually
make the floodprone area considerably wider. We will need to receive approval from the
property owner on this matter before doing so.
Although the entrenchment ratio on the lower mainstem is at the low end for a C-type
channel, the design channel can be "fit" within the planted riparian buffer width, even along
the lower mainstem. Along the upper mainstem and the two tributaries, there will be more
room and we expect to increase the floodprone width beyond the minimum width shown in
red.
Riparian Buffers and Planting Plans.
5. The planting plan should include tree planting densities of the appropriate native
species that will result in a survival rate of 320 trees per acre after five years. Please
revise the site plans to include the extent and nature of the plantings and buffers.
Planting densities will be provided on the plant schedule that will be intended to exceed the
320 trees per acre at the end of five-years. The survival rate and ultimate density will
correlate to whether bare root seedlings area specified for this project, or if container-grown
nursery stock is allowed. Bare root seedlings will have much higher mortality and would
requiring significantly greater planting densities to achieve the desired goal. There are no
guarantees that the 320 trees per acre will be achieved, due to uncertainties such as deer
damage, insect infestation or disease, fire, flood or other unanticipated events. However, it
has been our experience that the survival goal should be readily exceeded. With no warrantee
by the contractor required for previous similar projects for DENR, one possible scenario
would be that DENR would have to undertake supplemental plantings within the 5-year
period if survival is low.
As mentioned in`the response to #4 above, the riparian widths shown on the hand markups to
Sheets 3 through 18 are based on the imposed guideline of 25 feet from the bankfull elevation
at each bank. This riparian buffer will include areas of-upland forest, mesic riparian forest,
and riparian shrub-shrub, with detailed locations of these forest types within the full buffer
width to be determined once the grading plan is complete. Wetland planting areas are shown
in the polygons filled with the diagonal lines and plant symbols. Species to be planted in the
forested and wetland areas are shown in Tables 9-8 through 9-11 of the Final Stream
Restoration Report. We also expect to extend the buffer around proposed depressional
wetlands, if acceptable to the property owners.
Morphological Measurements
6. Please provide the width of the flood prone area for Basin and Joe's Creek
The average width of the floodprone area is 295 feet (262-329 feet range) for Basin Creek
and 264 feet (260-271 feet range) for Joe's Creek.
7. Please provide the design and reference stream average stream (normal flow water
surface) slope.
Average stream slopes (Wft) for reference reach streams are as follows: Mountain Creek
(0.011), Basin Creek (0.013), Joe's Creek (0.0097), Richland Creek (0.0133).
Average stream slopes (ft/ft) for the design channels are as follows: Mainstem upstream of
tributaries, (0.005), Mainstem downstream of tributaries (0.003)`Lower Tributary (0.015),
Mountain Creek Tributary (0.010).
8. Please explain the combining of data for the u/s and d/s of Big Warrior Creek Does the
range account for the change in drainage area?
Existing and design values for "U/S Mainstem" and "D/S Mainstem" refer to the mainstem
channel upstream and downstream of both tributaries, respectively. The difference between
the two values in these columns in Table 9.5 is indeed due to the large change in drainage
area to the mainstem at the tributary junctions.
Sediffient Transport Analysis
9. How does the method used demonstrate that bedload transport equilibrium shall be
achieved? (The method used appears to be based on competency to move certain expected
particle sizes but does not appear to address the sediment loading issues.) Was the pebble
count provided for active riffle channel or the entire bankfull channel? Why did the
designer not use the subsurface sample?
Your understanding is correct. The method is based on the competency of the bankfull
discharge to entrain, individual size fractions given inter-particle effects of the mixed grain-
size distribution. The pebble counts used in the analysis were conducted along active riffles
(not the entire bankfull channel). Since the armor layer of the surface must be broken for
transport to occur, riffle bed material was used in the analysis rather than the subsurface grain
size distribution. Since that the salvaging and placement of bed material will preserve the
same grain-size distribution in the designed riffle, the analysis is appropriate for comparison
between the existing and design situations to infer that bedload transport will involve most
but not all riffle material during a bankfull discharge event.
I hope this helps clarify the project design to your satisfaction. Please feel free to contact me
anytime to discuss any of these items in greater detail.
Sincerely,,
BIOHABITATS, INC.
Gtr x'14. -1k %44,?
Ellen McClure, Fluvial Geomorphologist
enc: 1) Markups to Sheets 2 through 18 showing buffer and minimum floodprone widths
2) Longitudinal profiles for mainstem and Lower and Mountain Creek Tributaries
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Big Warrior
Subject: Big Warrior
Date: Thu, 03 Oct 2002 08:15:43 -0400
From: "Todd St. John" <[e-mail]>
Organization: DWQ Wetlands Unit
To: [e-mail]
sorry i didn't get this to you yesterday... the phone kept
interupting...
Y¥. In Stream Structures and/or Channel Blocks
Why are most of the cross vanes in the run as opposed to the glide?.
It is my understanding that riffle armoring indicated on page 47 of the
plan will not be used.
¥¥. Site Plans/Maps
Please provide longitudinal profiles for the design reach that show the
elevations of the thalweg, bankfull, and lowest bank height.
Please indicate the extent of the proposed flood plain on the site plan
to ensure that adequate flood plain will be provided.
Y¥. Riparian Buffers and Planting Plan
The planting plan should include tree planting densities of the
appropriate native species that will result in a survival rate of 320
trees per acre after five years. Please revise the site plans to include
the extent and nature of the plantings and buffers.
¥¥. Morphological Measurements
Please provide the width of the flood prone area for Basin and Joe's
Creek.
Please provide the design and reference stream average stream (normal
flow water surface) slope.
Please explain the combining of data for the u/s and d/s of Big Warrior
Creek. Does the range account for the change in drainage area?
YY. Sediment Transport Analysis
How does the method used demonstrate that bedload transport equilibrium
shall be achieved? (The method used appears to be based on competency to
move certain expected particle sizes but does not appear to address the
sediment loading issues.) Was the pebble count provided for active
riffle channel or the entire bankfull channel? Why did the designer not
use subsurface sample?
Todd St. John, P.E.
Environmental Engineer II
DWQ
Wetlands Unit
1 of 2 10/3/02 8:16 AM
North Carolina
Department of Environment and Natural Resources
IWA
. M•
Michael F. Easley, Governor
William G. Ross Jr., Secretary NCDENR
MEMORANDUM:
TO: John Dorney
FROM: Jeff Jurek
SUBJECT: Permit Application-Big Warrior Creek
DATE: 9-17-02
Attached for your review are 2 restoration plans (1 sent to Winston-Salem) for the Big
Warrior Creek Stream Restoration project in Wilkes County. Please feel free to call me
with any questions regarding this plan (733-5316).
Thank you very much for your assistance.
0`21528
attachment: Restoration Plan (2 originals)
SEP 1 9 ,
Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619
[phone] Fax: [phone]
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NC Wetlands Restoration Program
Mailing Address: 1619 Mail Service Center Raleigh, NC 27699-1619
Telephone Number: 919-733-5208 Fax Number: 919-733-532
E-mail Address: [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project Big Warrior Stream Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): _
4. Location
County: Wilkes Nearest Town: Boomer
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From NC 421, south on NC 18
for 5miles
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Agriculture-livestock
7. Property size (acres): 17 ac
8. Nearest body of water (stream/river/sound/ocean/lake): Tributary to Yadkin River
9. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 13
10. Describe the purpose of the proposed work: Stream Restoration
11. List the type of equipment to be used to construct the project: Track Hoes, loaders
12. Describe the land use in the vicinity of this project: Agriculture-cattle
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 13
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.femagov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: less than 5 acres
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams (SEE PLANS)
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
specify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgpquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 9200 FT,
Page 8 of 13
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
SEE PLAN
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 13
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic' resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
SEE PLAN
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htip:Hh2o.enr.state.nc.us/wM/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Page 10 of 13
IX.
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 13
r ?

Applicant/ey?t's,?ign?YCire Date
(Agent's si atur is v id only if an authorization letter from the applicant is provided.)
Page 13 of 13
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TABLE OF CONTENTS
1.0 INTRODUCTION ...........................................................................................................................1
2.0 PROJECT LOCATION .................................................................................................................2
3.0 PROBLEM STATEMENT ............................................................................................................6
4.0 GOALS AND OBJECTIVES .........................................................................................................8
5.0 METHODS ....................................................................................................................................10
5.1 DOCUMENT REvIEw .....................................................................................................:.............10
5.2 FIELD EVALUATION OF STUDY AREA ..........................................................................................10
5.3 STREAM CLASSIFICATION ...........................................................................................................12
5.4 STREAM REFERENCE REACH IDENTIFICATION ............................................................................13
5.4.1 Basis for Application of Data to Design Development ..........................................................14
5.4.2 Within Study Watershed ........................................................................................................14
5.4.3 Outside Study Watershed .......................................................................................................15
5.5 REFERENCE STREAM VEGETATIVE COMMUNITY .......................................:................................16
5.6 HYDROLOGIC AND HYDRAULIC MODELING .................................................................'...............18
. 5.7 SELECTION OF DESIGN DISCHARGE
5.7.1 Bankfull Discharge Background ...........................................................................................19
5.7.2 Bankfull Discharge Estimation ..............................................................................................20
5.7.3 Calibration of Bankfull and Peak Flows ...............................................................................21
6.0 WATERSHED CONDITIONS ....................................................................................................23
6.1 TOPOGRAPHY ................................................................
6.2 GEOLOGY ......................................................................
6.3 SOILS ............................................................................
6.3.1 Stream Valley ...............................................................
6.3.2 Midslopes ................................................................
6.3.3 Uplands ...................................................................
6.4 LAND USE .....................................................................
............................................................23
............................................................23
............................................................23
............ ............................................27
............................................................ 28
........................................ ... .........28
............................................................29
7.0 EXISTING CHANNEL CONDITIONS .....................................................................................30
7.1 STREAM GEOMORPHOLOGY ......................................................:.................................................30
7.2 EXISTING HYDROLOGICAL FEATURES .........................................................................................30
8.0 EXISTING PLANT COMMUNITIES ........................................................................................31
8.1 CHARACTERIZATION OF FOREST AREA .......................................................................................33
8.2 ' CHARACTERIZATION OF RIPARIAN AREA ....................................................................................33
9.0 STREAM RESTORATION PLAN .....................:.......................................................................35
9.1 GENERAL APPROACH ..................................................................................................................35
9.2 STREAM GEOMORPHOLOGY .........................................................:..............................................36
9.3 DESIGN BANKFULL DISCHARGE .................................................................................................. 36
9.4 CHANNEL CROSS-SECTIONAL DIMENSION .................................................................................. 38
9.5 PLANFORM DESIGN ..............................:...................................................................................... 39
9.5.1 Meander Wavelength ............................................................................................................. 40
9.5.2 Radius of Curvature .............................................................................................................. 40
9.5.3 Meander Belt Width ............................................ I 40
9.6 LONGITUDINALPROFILE ............................................................................................................. 41
9.7 SEDIMENT TRANSPORT .................:............................................................................................. 43
9.7.1 Sediment Transport Background ........................................................................................... 43
9.7.2 Sediment Transport Analysis ................................................................................................. 44
9.8 FLOODPLAIN MORPHOLOGY ....................................................................................................... 47
9.9 PROPOSED PLANT COMMUNITIES ................................................................................................ 48
9.10 IN-STREAM DESIGN ELEMENTS ................................................................................................... 51
9.10.1 Structural Elements .......................................................................................................... 51
9.10.2 Soil Bioengineering Elements ........................................................................................... 53
9.11 FLOODPLAIN DESIGN ELEMENTS ................................................................................................. 53
9.11.1 Wildlife Habitat Structures ............................................................................................... 53
9.11.2 Wood Snags and Downed Logs ........................................................................................ 54
9.11.3 Brush Piles ....................................................................................................................... 55
10.0 SEDIMENT AND EROSION CONTROL PLAN .....................................................................56
10.1 PUMP AROUND ............................................................................................................................56
10.2 SLOPE ST mizATION ......................................:..........................................................................56
10.3 PROTECTION OF EXTANT VEGETATION ADJACENT TO WORK AREA ...........................................56
10.4 STABILIZED CONSTRUCTION ENTRANCE .....................................................................................56
11.0 STREAM MONITORING PLAN ...............................................................................................57
11.1 NOTE WATERSHED CONDITIONS .................................................................................................59
11.2 GEOMORPHIC MAP ......................................................................................................................59
11.3 CHANNEL CROSS SECTIONS ........................................................................................................59
11.4 LONGITUDINALPROFILE .............................................................................................................59
11.5 PHOTOGRAPHIC DOCUMENTATION .............................................................................................60
11.6 INSPECTION OF STRUCTURE INTEGRITY .....................................................................................60
11.7 BIOLOGICAL INDICATORS ........................................................................................................... 60
11.8 SOIL, BIOENGINEERING AND RIPARIAN HABITAT ........................................................................ 60
11.9 CONTINGENCY PLAN ...................................................................................................................61
12.0 REFERENCES ..............................................................................................................................64
LIST OF TABLES
Table 5-1 Rosgen Stream Classification Parameters ...........................................................................13
Table 5-2 Identified Reference Reaches . 17
..............................................................................................
Table 6-1 Soils Information ..................................................................................................................26
Table 9-1 Predicted and Calculated Bankfall and Peak Flow Values ..................................................37
Table 9-2 Comparison of Predicted Bankfull Cross-sectional Areas ................................................... 39
Table 9-3 Comparison of Meander Wavelength Ratios and Values ..................................................... 40
Table 9-4 Comparison of Radii of Curvature Ratios and Values ......................................................... 41
Table 9-5 Existing and Proposed Channel Morphology versus Reference Reach Data ....................... 42
Table 9-6 Dimensionless Critical Shear Stress (i*v;) Measured in Natural Pool-Riffle
Channels .............................................................................................................................. 45
Table 9-7 Results of Sediment Transport Calculations ........................................................................ 46
Table 9-8 Plant Species Proposed for Upland Forest ........................................................................... 49
Table 9-9 Plant Species Proposed for Mesic Riparian Forest ............................................................... 49
Table 9-10 Plant Species Proposed for Riparian Scrub-shrub ................................................................ 50
Table 9-11 Plant Species Proposed for Riparian Depressional Wetlands ............................................... 51
Table 11-1 Proposed Monitoring Schedule ............................................................................................ 62
Table 11-2 Stream Restoration Contingency Plan .................................................................................. 63
LIST OF FIGURES
Figure 2-1 Location Map .........................................................................................................................4
Figure 2-2 Watershed Map ...................................................................................................................... 5
Figure 5-1 Field Cross-Sections .............................................................................................................11
Figure 5-2 Comparison of Modeled and Predicted Flows Versus Preliminary Bankfull Design
Discharges ............................................................................................................................ 22
Figure 6-1 Watershed Aerial Photograph ..............................................................................................24
Figure 6-2 Watershed Soils ....................................................................................................................25
Figure 8-1 Existing Plant Communities .................................................................................................32
APPENDICES
Appendix A Photographs of Project Area
Appendix B Field Cross Sections and Pebble Counts from Project Area
Appendix C Field Cross Sections from Mountain Creek Tributary Reference Reach
Appendix D BEC-1 Output File
Appendix E BEC-RAS Output File
Appendix F Typical Design Cross Sections
Appendix G Preliminary Planform Layout
Big Warrior Creek
Final Stream Restoration Report
' 1.0 INTRODUCTION
The North Carolina Wetlands Restoration Program (NCWRP) is developing a stream restoration
plan for Big Warrior Creek in Wilkes County, North Carolina. Due to its degraded conditions,
the extensive length of the problem reach, and the presence of cooperative landowners, Big
Warrior Creek has excellent potential for aquatic and terrestrial restoration. Located 8 miles
southwest of Wilkesboro, the project site would include the lower mainstem of Big Warrior
Creek, as well as two of its tributaries, for a total restoration length of approximately 10,000 feet.
Since the mid-1800s, an herbaceous monoculture has been maintained along Big Warrior Creek
to support agricultural land uses. This shift in land use from woodland to grazing dramatically
altered creek hydrology and sediment supply. As a result, Big Warrior Creek has incised deeply
through its original floodplain and has not reached an equilibrium state since.
Today, Big Warrior Creek continues to widen at its new elevation below the abandoned
floodplain. Grazing continues to exacerbate bank erosion via hoof shear and removal of riparian
vegetation. Streambanks are dominated by highly invasive species, such as multiflora rose (Rosa
multiflora) and kudzu (Pueraria lobata), which provide little habitat value or floodplain
function. Furthermore, the recent construction of a large dam on the mainstem channel upstream
of the study reach will pose both changes to downstream stream hydrology and sediment supply
along the mainstem channel within the project area.
The proposed restoration would include reconfiguration of the planform, cross-sectional, and
profile properties of the channel to a stable form under the existing hydrologic conditions and
limited sediment supply regime. The design would also provide the present incised channel with
a new, lower floodplain surface and reestablish an adjacent native riparian buffer.
This report outlines existing problems at the site, objectives of the project, the watershed setting,
and the proposed approach to stream restoration. Ultimately, this document is intended to
communicate the background and rationale for the restoration design of the river corridor.
Big Warrior Creek
Final Stream Restoration Report
2.0 PROJECT LOCATION
Big Warrior Creek and its tributaries originate in the Brushy Mountains near the boundary
between Wilkes County and Alexander County (Figure 2-1). The streams begin in the relatively
sloped, wooded foothills of the Brushy Mountains and flow down to the broad agricultural
valley. Downstream of the project area, Big Warrior Creek ultimately flows into the W. Kerr
Scott Reservoir along the Yadkin River.
The Big Warrior Creek Stream Restoration project is located in Wilkes County, North Carolina,
approximately 8 miles southwest of the Town of Wilkesboro. Figure 2-2 shows the
configuration of the drainage network in its topographic setting. Along the mainstem channel
immediately upstream of the Big Warrior Creek Stream Restoration project area, a large earthen
dam retains streamflow to form Boomer Lake and then gradually releases flow back into Big
Warrior Creek. (The dam was constructed recently to create a 120-acre lake at a YMCA camp.)
From its downstream end at the box culvert under NC State Highwayl8, the study reach extends
upstream approximately 5,800 feet through pastureland and along the northern perimeter of a
low-lying hillslope. Through the project area, the mainstem stream is a third-order channel (at
1:24,000 scale). Two second-order tributaries join the mainstem channel within the study area.
The project includes restoration of portions of the tributaries, including approximately 2,200 feet
of the upstream-most Mountain Creek Tributary (as referenced in a historical deed) and
approximately 2,000 feet of the downstream-most tributary-hereinafter referred to as "Lower
Tributary." Mountain Creek Tributary flows unimpeded from a steep, forested colluvial valley
before reaching the project area. Lower Tributary emerges from a confined colluvial valley and
passes through a culvert under Boone Gap Road to enter the project area.
Big Warrior Creek is part of the Yadkin-Pee Dee River Basin and is within USGS Cataloging
Unit 03040101. The project is located on the Boomer, North Carolina 7%-minute USGS
quadrangle. The North Carolina Division of Water Quality (DWQ) Stream Index Number for
Big Warrior Creek is 12-29-1.
2
Big Warrior Creek
Final Stream Restoration Report
Big Warrior Creek is. considered a Class C surface water by DWQ. Class C surface waters are
those that are protected for aquatic life propagation and survival, fishing, wildlife, secondary
recreation, and agriculture. According to DWQ, secondary recreation includes "wading, boating,
and other uses involving human body contact with water where such activities take place in an
infrequent, unorganized, or incidental manner" (NCDENR DWQ North Carolina Waterbodies
Reports, 2002). Class C surface waters are not subject to restrictions on watershed development
or types of discharges.

3
LEGEND
' -" Big Warrior Creek Watershed
Big Warrior Creek Streams
Yadkin River Basin Streams
I Catawba River Basin Streams
Municipality City Limits
I Primary Roads
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Big Warrior Creek Restoration Plan
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Big Warrior Creek
Final Stream Restoration Report
3.0 PROBLEM STATEMENT
A suite of physical conditions were identified as key problems associated with the form and
function of the existing channel. These concerns are summarized below:
1. Unstable channel configuration
a. Historical channel incision has caused abandonment of the former floodplain.
The channels in the study area continue to widen and develop new, lower
floodplain surfaces.
b. Grazing livestock continue to trample and denude the stream banks.
c. Severe bank erosion has resulted, with many hotspots concentrated along the
outsides of tight meander bends.
d. Where the channel is overwidened, fine sediment accumulates-creating
midchannel bars and blanketing gravel-bed materials.
2. Poor water quality
a. Rapid bank erosion is producing high sediment load in the channel.
b. Livestock introduce waste materials directly into the active channel.
3. Lack of riparian cover
a. Agricultural activities, including active grazing, have kept the alluvial valley
mostly clear of non-herbaceous vegetation.
b. Non-native and invasive species dominate portions of the riparian zone and
impede colonization of ecologically beneficial native species.
4. Lack of complex in-channel habitat
a. Upstream of the study reach, a native forest canopy is continuous and large
woody debris (LWD) is delivered to and interacts with the bankfull channel.
Pools are common in these "reference" areas. However, within the study reach,
high sediment supply has filled many channel pools and covers riffles with sand
and silt.
6
Big Warrior Creek
Final Stream Restoration Report
b. The delivery of woody debris to the channel is extremely limited, and inhibits
pool development.
5. Lack of floodplain connectivity
a. Riparian vegetation established on the original floodplain is now hydrologically
disconnected from the lowered water table.
b. Highly dependent on the lateral exchanges between river and floodplain,
biological productivity is impaired by the current channel configuration.
7
. Big Warrior Creek
Final Stream Restoration Report
4.0 GOALS AND OBJECTIVES
The overarching goal of the project is to establish a stable planform, cross-sectional, and profile
pattern to Big Warrior Creek, with the premise that that geomorphic and habitat function will
follow appropriate channel form. Specific objectives include the following:
1. Reduce bank erosion. Stream restoration will create a dynamically stable stream
geomorphology such that the extent and severity of bank erosion will decrease and keep
pace with sediment transport processes. The natural channel design will also reduce
future maintenance needs, such as large-scale bank stabilization projects. However, it
should be underscored that stream bank erosion is a natural process, and it. should be
expected to occur in high shear stress zones during flood events.
2. Exclude cattle from the riparian zone. Trample of banks by cattle perpetuates bank
ravel, discourages riparian plant growth, and introduces fecal matter to the stream
environment. Fencing around the riparian zone will protect restoration activities'and
allow riparian vegetation to reestablish with time.
3. Improve water quality. In reducing bank erosion, total suspended sediment will
decrease and water quality will be improved. Increased connectivity between the channel
and floodplain will allow deposition of suspended sediments in the form of natural
alluvial levees. In addition, the exclosure of cattle from the riparian zone will reduce the
delivery of fecal matter to the channel.
4. Establish a floodplain at a lower elevation. The bed elevation of the creek will be
raised and regraded such that larger flows again inundate the floodplain and provide
important sediment storage areas.
5. Enhance in-stream habitat. The reconfiguration of the channel will enhance sediment
transport processes in pools to promote deeper scour and greater hydraulic variability.
Elements such as large woody debris and overhanging vegetation also will improve pool
8
Big Warrior Creek
Final Stream Restoration Report
formation and provide shade and refuge to aquatic species. In addition, one would
expect improved biological productivity due to greater input of leaf litter, and greater
retention of organic matter and dissolved nutrients.
6. Improve functional and aesthetic value of the riparian corridor. Floodplain
' morphology will be designed to support both the riparian corridor and riparian
depressional wetlands. Where the riparian buffer is currently sparse to absent, riparian
' buffer establishment or enhancement is proposed throughout the study area based on
native plant communities endemic to the region. In depressions of abandoned existing
' channel and those created by regrading, the restoration design also includes areas with
plant community adapted to riparian depressional wetlands, such as forested or scrub
1 shrub.
' 7. Preserve existing beneficial channel, floodplain features, and riparian vegetation. In
some cases, existing features will be preserved within the larger design. Such feature
' may include stable pools and riffles, natural grade control such as bedrock outcrops, large
native trees, and wetlands.
I
9
Big Warrior Creek
Final Stream Restoration Report
5.0 METHODS
Baseline conditions for Big Warrior Creek have been established through field investigation and
review of existing documents. The methods and materials used to collect information, perform
the field survey, analyze existing stream conditions, and identify potential reference reaches are
identified below.
5.1 DOCUMENT REVIEW
Available soils and geologic maps, historical aerial photographs, and GIS coverages were
collected to document physical characteristics and anthropogenic impacts to the tributary
system. Requests for historic properties and endangered species information about the
project site were also submitted to the North Carolina State Historical Preservation
Office, the North Carolina Natural Heritage Program, and the Asheville field office of the
U.S. Fish & Wildlife Service. (The Natural Heritage program has no record of rare
species, significant natural communities, or priority natural areas at the site nor within a
mile of the site. Other responses are pending.)
5.2 FIELD EVALUATION OF STUDY AREA
Field reconnaissance and measurements of the Big Warrior Creek study area were
performed between May and July 2002. These observations were used to document
existing conditions, predict future channel changes, and ultimately identify where and
how the stream and its banks could be stabilized and naturalized. Field personnel walked
the length of the project reach, making note of sedimentation patterns, bank conditions,
riparian vegetation, soils conditions, and bedrock outcrops. Appendix A includes
photographs of the project area.
1
Representative riffle cross sections were measured using standard land survey techniques
at eight locations within the project area (X/S A through H, Figure 5-1). Each cross '
section was positioned to illustrate representative characteristics of the channel based on
valley landforms, channel slope, and channel appearance. A local thalweg profile was '
surveyed at each cross section. At four of these sites (X/S B, D, F, H) 100-particle
Wolman pebble counts (Wolman, 1954) were conducted at riffles to characterize bed '
10 1
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Big Warrior Creek
Final Stream Restoration Report
' material and associated channel roughness. Appendix B contains the results from the
surveyed cross sections, the local longitudinal profiles, and pebble counts.
During the field survey, the bankfull elevation (the elevation of the active floodplain) at
each cross section was identified and verified by multiple personnel based on available
' field indicators. Bankfull elevation was derived from all available indicators including
depositional features, changes in bank angle, vegetation patterns, scour lines, and storm
' debris lines.
' Because the channel has been impacted significantly by ongoing grazing, bankfull
identification from these features was difficult. More consistent bankfull indicators
' included longer-term depositional features at most cross sections. Identificators were
generally poor at Cross Sections A though G. Cross Section H, however, is located
' immediately upstream of a fencing exclosure and displayed excellent bankfull indicators
in the form of well defined point bars. Since Cross Section H has the most reliable
' bankfull indicators, it was used for calibration and further study of anomalous bankfull
discharges calculated using the Manning equation at several other cross sections (i.e., X/S
' A and F).
5.3 STREAM CLASSIFICATION
' As part of the field reconnaissance, the Rosgen classification system (Rosgen, 1994) was
' used to determine channel type at each field cross section. These channel types are
determined on the basis of existing morphological features of the stream channel and
valley. Key parameters and channel types used in the Rosgen classification system are
' presented in Table 5-1. Each major Rosge
? n stream type identified in the field was further
' classified based upon the median particle. size of the bed material. In the Rosgen
classification system, numbers 1 through 6 correspond to different sediment size ranges
' as follows:
1 - Bedrock 4 - Gravel
' 2 - Boulder 5 - Sand
3 - Cobble 6 - Silt
12
Big Warrior Creek
Final Stream Restoration Report
It should be noted that the stream is actively adjusting, as evidenced by eroding banks
and meander migration. As a result, stream morphology can be expected to deviate
somewhat from the Rosgen stream types, which generally applies to channels in a state of
"dynamic equilibrium". Additionally, for stream sections that have been highly modified
such as through the placement of riprap, channel morphology often does not coincide
with a single Rosgen stream type. Rosgen classifications for field cross sections are
shown in Appendix B.
Table 5-1 Rosgen Stream Classification Parameters*
Channel

Type Entrenchment

Ratio Width/Depth

Ratio
Sinuosity
Channel Gradient
A < 1.4 < 12 Low (< 1.2) 4 to 10%
B 1.4 to 2.2 > 12 Moderate (> 1.2) 2 to 4%
C > 2.2 > 12 High (> 1.4) < 2%
D N/A > 40 Low (<1.2) < 4%
E > 2.2 < 12 Very High (> 1.5) < 2%
F < 1.4 > 12 High (> 1.4) < 2%
G < 1.4 < 12 Moderate (> 1.2) 2 to 4%
* Adapted from Rosgen, 1994 anci Kosgen, iyyo.
5.4 STREAM REFERENCE REACH IDENTIFICATION
At Big Warrior Creek, the hydrology of the mainstem channel has been recently altered
by the construction of the dam at Boomer Lake. As a result of the changed hydrology,
reference reach information must be modified to account for the shift from pre-dam to
post-dam hydrologic conditions. The process of identifying reference reach information
is outlined below. The adaptation of data from selected reference reach sites to account
for the dam and develop a preliminary design is described later in Section 9.3.
Due to limits on the easement width that will contain the planform restoration design, as
well as the existing valley type, meandering channel pattern, and low channel slope, Big
Warrior Creek is best suited to a C-type channel restoration. Because Wilkesboro lies in
13
Big Warrior Creek
Final Stream Restoration Report
the Piedmont physiographic province near its boundary to the west with the Mountain
province, a reference reach from either province could potentially be viable for
application to the Big Warrior Creek design. The search for an appropriate reference
reach included reaches both within and outside the Big Warrior Creek watershed based
on similarities in physiographic setting, channel slope, bedrock geology, and watershed
size. '
5.4.1 Basis for Application of Data to Design Development
Field assessments of impacted streams generally require some example of attainable
conditions for restoration. A reference reach-a control stream with similar physical
properties but with fewer impacts and greater channel stability-can help establish
physical and biological criteria in stream restoration design.
The size, shape, and pattern of river channels are closely related to the flows that they
transmit. Although the precise mechanics involved in a channel's adjustments of form,
pattern, and discharge are not completely understood, there are some close correlations
between discharge and specific aspects of channel form. For example, the observed
mean velocity, mean depth, and width of flowing water reflect the hydraulic
characteristics, or hydraulic geometry, of the channel cross section. As such, hydraulic
geometry relationships evident from reference reaches can be scaled to determine many
design parameters. In addition, the wavelength of a meandering river is roughly
proportional to some measure of discharge. In fact, nearly all natural channels exhibit a
tendency to develop curves that seem to be proportional to the size of the channel.
Measurements of patterns of natural streams, thus, are commonly used as guidelines for
the design of stable channel pattern. In fact, some research has suggested that, where
appropriate, meandering is the most probable form of channel geometry and thus is a
more stable geometry than a straight or nonmeandering channel (Langbein & Leopold,
1966).
5.4.2 Within Study Watershed
Based on field reconnaissance within the Big Warrior watershed, one reach on Mountain
Creek Tributary immediately upstream of the project limits was identified for use as a
14
Big Warrior Creek
Final Stream Restoration Report
reference reach. The reach is immediately upstream of the fenced area, and so has not
been trampled by grazing cattle. The riparian zone is intact in this area-although
somewhat transitional from valley type vegetation to more upland species-and was also
used for limited reference vegetation described later in Section 5.5. Only one full
meander wavelength is suitable at this site for reference planform pattern, because the
tributary quickly steepens with upstream distance. Measurements of the reach include a
detailed longitudinal. profile, three riffle and two pool cross sections, meander
wavelength, belt width, and radii of curvature. These data are included in Appendix C.
Two distinct point bars were surveyed at the Mountain Creek Tributary reference site.
They are being used in the design development as archetypal bars. The first "Bar Type
1"-is depositional, made of coarse alluvial materials progressively deposited during
floods. This bar is relatively wide, with a gradual, low slope up to the adjacent
floodplain. The second-"Bar Type 2' -is erosional in appearance, made of only a
narrow gravel bar that rises somewhat steeply to the more compacted forested floodplain.
Since the design channel will involve some cut and some fill, the erosional and
depositional archetypes will be used to create bar forms appropriate to the respective
settings.
5.4.3 Outside Study Watershed
Biohabitats conducted an initial "cold" reference reach search in the Wilkesboro vicinity
using USGS 7.5-minute topographic quadrangles. Approximately 15 reaches were
selected based on similar drainage area, valley morphology, slope, and land use. When
visited, each of these sites was too altered and unstable to represent reference conditions,
or did not have suitable access.
Biohabitats then contacted individuals with the NCSU Stream Restoration Institute group
and various County offices of the Natural Resources Conservation Service (MRCS) for
potential reference reach sites in the area. Five Rosgen-classified C4 channels were
identified for potential use: Basin Creek, Joes Creek, Richland Creek, Watauga River,
and Mills River. In addition, two B,,4 channels were identified for possible use in the
design of potentially straighter sections of Big Warrior Creek. These sites are outlined in
15
Big Warrior Creek
Final Stream Restoration Report
Table 5-2. Of the C4 channels, only the first three have drainage areas within the same
order of magnitude as Big Warrior Creek (<10 mi2). As such, the Watauga and Mills
River were not considered appropriate for comparison for use in detailed design.
Furthermore, no data sets were made available from these two rivers.
5.5
Data collected by agency personnel were made available for Basin, Joes, and Richland.
Both Basin and Joes Creek were visited to verify their classification and suitability for
use as reference reaches. Of the two, Basin Creek was found to be most appropriate
based on more pristine conditions and similar forested land use. (Joel Creek appears
somewhat incised in sections and lacks a wide riparian corridor.) Richland was not
visited and lies considerably east of Wilkesboro. Although Basin Creek is the best
reference reach, data from each of the three small basins are also included in this report
for comparison with the range of parameters used in design of Big Warrior Creek (Table
5-2).
REFERENCE STREAM VEGETATIVE COMMUNITY
Given the few impacts to the riparian buffer upstream of the study reach and some
woodlands areas adjacent to the alluvial valley, these areas were used to establish a
reference vegetative communities. The proposed plant assemblages (Section 9.9) were
developed based on field assessment of existing plant communities in the study area and
in minimally modified areas immediately upstream of the project area. These plant
communities will develop into an assemblage of native plants capable of supporting
natural ecosystem processes and native wildlife.
16
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agp jo u-ma4sdn dureo VDyLk Dip it, paluooi 33ir?I It mquaroaz &ivj oqj-o7-I .rauzoog
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ai?.zegosip 3Iuad jo o2uvu v papinoad suorloipa.rd moil mad BuIlInsaa agZ • f4unoD sa3IIIA,
ui suuols .rnoq-VZ `.moX-Z put, naX- I ItorjagUodXq age zoj soSzvgosip 3pad jo opr4javur
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uisuggnS •I.rojja 5urjapourag1.zoj paumssu wom (II DIW) suolllpuoo arna.siour
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pue `add Iios "osn puBi BurIsrxa 2urpniom suoilipuoo ordioods-uisvggnS •sluana Iiujumi
ol asuodsaa ui urs-eggns gota urozj saumion JJoun.r loipaad of pasn sum pog?aur ?aquzn?i
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goua zoj padoionap azam suorlipuoo Burjsixa zoj sgduiBozpkq moIjuI -pojja fuiiapouz aqj
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Big Warrior Creek
Final Stream Restoration Report
Through examination of the hydrologic model output, it appears that the lake will
attenuate the peak discharge expected downstream of the lake due to the temporary
storage of runoff above the normal pool. The peak discharge from the combined
hydrographs of the subbasins draining to the lake is reduced from 587 cubic feet per
second (cfs) to 32 cfs in the 2-year, 24-hour storm, with a corresponding peak discharge
attenuation time of approximately 2.5 hours.
5.7
In an effort to calibrate the model against peak flow predictions from regional regressions
equations derived by the United. States Geologic Survey (US GS) that do.not include
upstream storage, the lake was temporarily removed from the HEC-1 model. This
information was used to calibrate the HEC-1 model to the regression equations by
adjusting curve numbers in the subbasins. These adjusted curve numbers were then
included in the HEC-1 model of the watershed, including the lake. Results from the
existing HEC-1 model are compared with peak flow predictions from regional
regressions and field-based calculations in Section 5.7.
The HEC-RAS model (U.S. Army Corps of Engineers, 2001) was used to predict
resulting water surface elevations along the channel system given the estimated 1- and 2-
year peak discharges obtained from the regression equations and the HEC-1 analysis.
Output from HEC-RAS is included in Appendix E.
SELECTION OF DESIGN DISCHARGE
The selection of a bankfull discharge is used as the basis for the proposed design at Big
Warrior Creek. The basis for its use is outlined below, followed by a description of the
bankfull discharge estimation and its calibration.
5.7.1 Bankfull Discharge Background
In adjustable, alluvial, transport-limited rivers in temperate climates, flows of moderate
frequency (e.g., the 1.5- to 2-year storm event) and magnitude perform most of the
geomorphic work (Wolman and Miller, 1960). This concept of the "dominant discharge"
provides a statistical index for the flow that corresponds with the peak volume of
19
Big Warrior Creek
Final Stream Restoration Report
sediment transported. Dominant discharge is the maximum possible product, therefore,
of the frequency of a flow occurrence and the amount of sediment transported by that
flow event. Channel morphology is ultimately a result of all flows above a sediment
transport threshold that do some geomorphic work. However, the dominant discharge is
commonly used as a single-value estimate for a flow that may be largely responsible for
resulting geomorphic form.
It is thought that, in many cases, the morphological feature of a bankfull elevation
corresponds fairly well to the flow stage of the dominant discharge. This has led to the
concept of Bankfull elevation as a tool in stream restoration design. However, the
concept should be applied cautiously in stream restoration design. It should be noted that
as channel boundaries are more resistant or less adjustable (i.e., bedrock, hillslope
constraints, or large bed material) or in more and environments, the majority of.
geomorphic work is more likely to be performed by larger and rarer flood events. For the
purposes of this conceptual design, here the Bankfull discharge is considered to be
essentially equivalent to the dominant discharge, and serves a guiding value in many
aspects of the restoration design.
5.7.2 Bankfull Discharge Estimation
As described in Section 5.2, the bankfull elevation was identified in the field by
Bioliabitats personnel at surveyed cross sections. The bankfull elevation at each cross
section was derived from all available indications including depositional features,
changes in bank angle, vegetation, scour lines, and storm debris lines. Bankfull discharge
was estimated by solving the Manning equation for discharge given the bankfull
elevation, local channel geometry, slope, and roughness. Channel roughness, represented
by Manning's "n", was approximated using the standard references Chow (1959) and
Barnes (1967) based on field observations of bed material, channel geometry, and
adjacent riparian vegetation.
For the purpose of comparison, a predicted bankfull discharge was also calculated for Big
Warrior Creek using available North Carolina regression relationships for rural streams in
20
' Big Warrior Creek
Final Stream Restoration Report
' . the Piedmont physiographic province (Harman et al., 1999). The rural regression
relationships are expressed by the following equations:
Abkf = 21.43 A,'-"
' Qbkf = 89.04 A,'-2
Wbkf = 11.89A, 0.42
' Dbxe = 1.50A, 0.32
' where A, is watershed area in square miles (mi2), Abkf is the bankfull cross-sectional area
in square feet (ft2), Qbkf is the bankfull discharge in cubic feet per second (cfs), Wbkf is the
' bankfull width in feet (ft), and Dbkf is the bankfull mean depth in feet (ft). The drainage
areas of the streams used in the regression ranged from 0.2 to 128 mil. The drainage area
' of reaches along Big Warrior Creek range from 0.5 to 7.85 mil, well within the range
used to develop the regression.
Additional equations (originally from Harman et al., year not specified) representing
' rural Mountain regression relationships were also used for comparison. Bankfull
discharges computed using both methods are shown in Figure 5-2.
I 5
.7.3 Calibration of Bankfull and Peak Flows
' The 1- and 2-year water surface elevations predicted by HEC-RAS were compared with
bankfull flows calculated based on field indicators using the Manning equation to help
' calibrate bankfull discharge estimates to be used in channel design. It was found that at
Cross Sections A and F the discharges calculated using the Manning equation were
' considerably less than the discharges associated with the same water surface elevations
using HEC-RAS. We believe that both the local channel slope and the non-uniformity of
' flow at this location lead to the severe underestimation of bankfull discharge using the
Manning equation at these two locations. For these reason, the bankfull discharge is
' based on the HEC-RAS modeled value rather than the field based value at Cross Sections
A and F. Close comparison with regional bankfull regression support this decision.
' . Figure 5-2 compares modeled peak flows, regional regression predictions, and the
selected preliminary design discharge used through the project area.
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' Big Warrior Creek
Final Stream Restoration Report
6.0 WATERSHED CONDITIONS
' The Big Warrior Creek watershed draining the project area is delineated on Figure 6-1. The
Restoration Project watershed is approximately 7.85 square miles.
6.1 TOPOGRAPHY
f Big Warrior Creek lies at the interface of the Piedmont and Mountain geomorphic
provinces in the Brushy Mountains. Elevations in the watershed range from
' approximately 2,500 feet above sea level in the Brushy Mountains to around 1,080 feet at
the NC State Highway 18 culvert.
6.2 GEOLOGY
According to the North. Carolina Geological Survey, the project area is located just inside
the Piedmont physiographic province, which includes approximately 45 percent of the
area of the state. The Piedmont contains gently rolling, well-rounded hills and long, low
ridges between the hills and valleys. The Big Warrior Creek Stream Restoration project
area is in the Inner Piedmont geologic belt, which consists mostly of metamorphic rocks
that are 500-750 million years old. Specific rock types in the Big Warrior Creek
watershed include micmatitic granitic gneiss along the study reach and mica shist in the
headwaters:
6.3 Sous
' The soils in the Big Warrior Creek watershed occur in an . orderly pattern related to
geology, landforms, relief, climate, and natural vegetation of the area. Figure 6-2
illustrates the distribution of major soil associations in the Big Warrior Creek watershed
based on the Wilkes County Soil Survey (USDA.Soil Conservation Service, 1997). The
I characteristics of each soil type are listed in Table 6-1.
23
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' Big Warrior Creek
Final Stream Restoration Report
' Table 6-1 Soils Information
Soil Symbol
' Soil Name Hydrologic Slope General
Soil Group Characteristics
BrD2 Braddock clay loam B 2 to 8% Eroded
CeF Chestnut-Ache complex B 8 to 25% Very stony.
CkA Chewacla loam C 25 to 90% Frequently flooded
CSD Cowee-Saluda complex C. 0 to 2% Stony
'
CsE Cowee-Saluda complex C 8 to 25% Stony
CWA Cullowhee fine sandy loam C 25 to 60% Frequently flooded
' DoB Dogue fine sandy loam C 0 to 3% Rarely flooded
ErD Evard gravelly sandy loam B 1 to 6% None
EsD Evard-Cowee complex B 15 to 25% Stony
EsE Evard-Cowee complex
B 8 to 25 /o
°
Stony
GrD Greenlee-Ostim complex B 25 to 60% Very stony
HaC2 Hayesville sandy clay loam B 3 to 40% 'Eroded
' MaB2 Masada sandy clay loam C 6 to 15% Eroded
MaC2 Masada sandy clay loam C 8 to 15% Eroded
OSB Ostin very cobbly loamy sand B 1 to 5% Occasionally flooded
PaD Pacolet sandy loam B 15. to 25% None
PcB2 Pacolet sandy clay loam B 2 to 8% Eroded
PCC2 Pacolet sandy clay loam B 8 to 15% Eroded
' RnD Rion fine sandy loam B 15 to 25% None
RnE Rion fine sandy loam B 25 to 60% None
' StB State fine sandy loam B 1 to 6% Rarely flooded
TaD Tate fine sandy loam B 8 to 2506 None
TCC Tate-Cullowhee complex B 0 to 2506 None
' ToA Toccoa sandy loam °
B 0 to 3 /o
Occasionally flooded
Note: Soil characteristics determined from Natural Resources Conservation Service, Soil Survey of Wilkes County,
North Carolina, 1997.
The soil
units in the Big Warrior watershed affect hydrological processes such as runoff,
infiltration, and time of concentration. Soils information summarized below was used in
the development of the existing hydrologncal model described in Section 5.6. Since bank
' erosion is a major source of sediment supplied to the channel and the ch
l i
anne
s
competent to move that material, soil composition is also representative
f a lar
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ge
I fraction of the suspended and bed loads.
26

Big Warrior Creek.
Final Stream Restoration Report
In the excavation and regrading of areas adjacent to the stream, soils greatly affect slope
stability. Futhermore, soil composition and permeability can inhibit the planting and
success of riparian areas.
6.3.1 Stream Valley
The Toccoa sandy loam series (ToA, 0 to 3 percent slopes) occurs as long narrow bands
along the entire mainstem of the project reach and lower portions of the two tributaries.
The soil is typical of nearly level floodplains in the Piedmont physiographic province in
Wilkes County. Toccoa sandy loam is very deep, with a depth to bedrock greater than 5
feet. Toccoa sandy loam is in Hydrologic Soil Group B. Although the Toccoa series is
not hydric (MRCS IIw classification), occasional flooding and seasonal wetness are
severe limitations for development for this series. Instead, the soil series is well suited to
woodland-which preliminarily suggests that later riparian revegetation should not be
inhibited by soils. Common overstory trees historically associated with the soil include
scarlet oak (Quercus coccinea), white oak (Quercus alba), red maple (Acer rubrum),
shortleaf pine (Pinus echinata), Southern red oak (Quercus falcata), river birch (Betula
nigra), sycamore (Platanus occidentalis), Eastern white pine (Pinus strobus), yellow
poplar(Liriodendron tulipifera), and Virginia pine (Pinus virginiana). Understory
vegetation includes greenbrier (Smilax rotundifolia), honeysuckle (Lonicera japonica),
blackberry (Rubus sp.), poison ivy (Toxicodendron radicans), sourwood (Oxydendrum
arboreum), American holly (Ilex opaca), flowering dogwood (Cornus florida), and wild
grape (Vitis sp.).
The only soil type in the project area that is listed on the Natural Resources Conservation
Service's Hydric Soils List for North Carolina is Chewacla loam (USDA NRCS Hydric
Soils List). Also typical of Piedmont floodplains, the Chewacla loam series (CkA, 0 to 2
percent slopes) is predominant along the upper portions of the two tributaries. The soil is
also very deep and somewhat poorly drained (Hydrologic Soil Group C), with a depth to
bedrock of over 5 feet. The soil is moderately suited to woodland. Overstory trees
historically associated with the Chewacla loam include sycamore, American beech
(Fagus grandifolia), water oak (Quercus nigra), willow oak (Quercus phellos), green ash
(Fraxinus pennsylvanica), red maple, yellow poplar, river birch, black gum (Nyssa
27
Big Warrior Creek .
Final Stream Restoration Report
sylvatica), and black willow (Salix nigra). Understory vegetation typically includes alder
(Alnus sp.), American hornbeam (Carpinus caroliniana), black cherry (Prunus serotina),
greenbrier, honeysuckle, blackberry, switchcane (Arundinaria sp.), poison ivy and wild
grape.
One extensive patch of Dogue fine sandy loam (DoB, 1 to.6 percent slopes) also occurs
along the lower portion of Lower Tributary. This soil series is common along Piedmont
stream terraces and is very deep, moderately well drained, and rarely floods. Gently
sloping, very deep, moderately drained (Hydrologic Soil Group C) soil occurs on low
stream terraces on the Piedmont. The depth to bedrock is greater than 5 feet. Soil is
rarely flooded. Dogue soil is well suited to woodland. Overstory trees historically found
include scarlet oak, white oak, red maple, yellow poplar, shortleaf pine, southern red oak,
sycamore, eastern white pine, and Virginia pine. Understory vegetation typically
includes greenbrier, honeysuckle, blackberry, poison ivy, sourwood, American holly,
flowering dogwood, and wild grape. There are no significant limitations to woodland use
and management.
6.3.2 Midslo es
Side slopes and low ridgetops surrounding the project site are blanketed by Pacolet sandy
clay loam (PaD, 8 to 15 percent slopes) and Pacolet sandy loam (PcC2, 15 to. 25 percent
slopes). The soils are very deep and Well drained, producing rapid suface runoff in bare
and unprotected areas. Soil is moderately to well suited to woodland. Common
overstory trees include scarlet oak, white oak, Virginia pine, loblolly pine (Pinus taeda),
southern red oak, hickory (Carya sp.), shortleaf pine, American beech, Eastern white
pine, red maple, and yellow poplar. Understory vegetation typically includes sourwood,
flowering dogwood, American holly, red cedar (Juniperus virginiana), greenbrier,
honeysuckle, grape, poison ivy, and blackberry.
6.3.3 Uplands
The Evard-Cowee (EsD, 8 to 25 percent slopes; EsE, 25 to 60 percent slopes) and
Cowee-Saluda complexes (CsD, 8 to 25 percent slopes; CsE, 25 to 60 percent slopes)
consist of gravelly sandy loams, which are moderately to very deep and well drained.
28
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Final Stream Restoration Report
' Surface runoff is rapid or very rapid in bare and unprotected areas. Depth to bedrock
ranges from 10 inches to more than 5 feet. Rock fragments at the surface range from
boulders to cobbles.
6.4 LAND USE
Land use in the watershed is primarily forested, particularly on the steeper slopes. Land
' in the stream valleys is used for agricultural purposes, including crops and pasture.
' Based on aerial photogrammetric map analysis, the relative distribution of the land use is
87.5 percent forested, 9.5 percent pasture or agricultural, 2.4 percent lake (Boomer Lake),
and 0.6 percent residential.
It was noted during field investigations that some areas of the watershed, including just
upstream of the project area, are currently being logged. Land use in the project area is
' not expected to change significantly in the future. Logging will likely continue in
isolated areas in the watershed.
Historical photographs available through the Wilkesboro NRCS office indicate that broad
' land use patterns in the watershed are essentially the same today as they were as early as
1936. Avialable aerial photographs are not at a spatial and temporal resolution suitable to
' determine a more detailed history of land alterations and associated channel planform
adjustments.
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7.0
7.1
7.2
EXISTING CHANNEL CONDITIONS
STREAM GEOMORPHOLOGY
Big Warrior Creek traverses a cleared, broad alluvial valley surrounded to the south by
steep forested slopes. Agricultural land use has probably straightened portions of the
creek, particularly the tributaries. In the historical past, Big Warrior Creek has incised
and become entrenched within the valley alluvium. The mainstem channel has a low
gradient (0.01 ft/ft) through the study area. Bed material is primarily sand and gravel.
Following the Rosgen classification system (Rosgen, 1996), the majority of the existing
channel classifies as an F4, which has poor recovery potential. (Conditions are somewhat
variable, however, with some reaches of C4 and B4c type cross-sectional dimensions.)
Owing to the lack of a buffer along the north side of the creek, riparian vegetation plays a
minor role in streambank stability along much of Big Warrior Creek. Instead, the
channel has formed several tight, rapidly migrating meander bends in the exposed
alluvium. Appendix A includes photographs of the existing channel conditions, and
Appendix B includes representative cross sections and longitudinal profiles.
EXISTING HYDROLOGICAL FEATURES
The drainage area to Big Warrior Creek mostly consists of steep first-order streams
draining to the alluvial valley. Once the stream reaches the valley, where historical
agricultural practices have predominated, many of the tributaries are altered.
Some tributaries flowing from the northwest side of the study reach have been ditched
and straightened so that they travel directly to Big Warrior Creek from the opposite
valley wall. Others are piped from the roadway, under the alluvium, and discharge
directly to Big Warrior Creek. Most tributaries joining Big Warrior Creek along the
study reach are ephemeral.
30
i
i
8.0
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Final Stream Restoration Report
EXISTING PLANT COMMUNITIES
Figure 8-1 shows the existing vegetation communities along the Big Warrior mainstem,
Lower, Tributary, and Mountain Creek Tributary. The majority of the project area along
the mainstem and tributaries is characterized by steep banks and a deeply incised channel
adjacent to a gently sloping floodplain area mostly in pasture.
The mainstem channel, below Mountain Creek Tributary, is bordered by a floodplain
comprised of herbaceous growth maintained through mowing and grazing practices. A
lesser portion of this reach is bordered by woody plants within a narrow (25 to 50 foot
wide) riparian community. There are ten small wetlands within this reach. Downstream
of the project boundary, after the stream passes through a large culvert under State
Highway 18, is similar vegetation.
The steep banks characteristic of the upper reaches of the mainstem transition to a
channel with more shallow banks and a larger floodplain. Plant communities include a
'mixture of pasture, scrub-shrub, riparian woodland buffer, and riparian forest; a small
portion of this area is heavily invaded with invasive plants. Twenty-eight wetlands occur
along this reach of stream. Along the upstream end of the project area, the stream valley
is in forest cover.
The Lower Tributary is mainly bordered by pasture with portions containing a narrow
riparian community. The south side of the upper portion of Lower Tributary includes
riparian vegetation that is contiguous with the forested hillside. Upstream of the project
boundary along Lower Tributary, the stream valley is also in contiguous forest cover.
The plant communities associated with Mountain Creek Tributary are mainly pasture
land; scattered areas of a narrow riparian-community, a small area of riparian forest and a
small scrub-shrub community. Twelve small wetlands are located in this stream reach.
The stream valley is in forest cover upstream of the project boundary.
31
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Final Stream Restoration Report
8.2
CHARACTERIZATION OF FOREST AREA
The forest upland plant composition observed in and adjacent to the project area includes
yellow birch (Betula alleghaniensis), tulip poplar (Liriodendron tulipifera), eastern
hemlock (Tsuga canadensis), beech (Fagus grandifolia), black gum (Nyssa sylvatica),
buckeye (Aesculus hippocastanum), sugar/rock maple (Acer saccharum), red maple (Acer
rubrum), white pine (Pinus strobus), and magnolia (Magnolia fraseri). The sub-canopy
in this area includes flowering dogwood (Cornus florida), American holly (Ilex opaca),
mountain laurel (Kalmia latifolia), rosebay rhododendron (Rhododendron maximum), and
spicebush (Lindera benzoin). The herbaceous cover in this area includes marginal shield
fern (Dryopteris marginalis), Christmas fern (Polystichum acrostichoides), fall phlox
(Phlox paniculata), passion flower (Passiflora lutea), southern ladyfern (Athryium
aspleniodes), and meadow-beauty (Rhexia lutea). The invasive plant kudzu (Pueraria
lobata) has dominated a large area on the upper slopes and floodplairi of a upstream
portion of the mainstem; the invaded area is adjacent to a cleared forested area that may,
also be overrun if the kudzu is not eradicated.
CHARACTERIZATION OF RIPARIAN AREA
The mowed and grazed area (pasture) adjacent to the stream includes a variety of native
and introduced grasses and forbs, including deer tongue (Dichanthelium clandestinum),
soft rush (Juncus effusus), bamboo grass (Microstegium vimineum), panic grass (Panicum
spp. ), little bluestem (Schizachyrium scoparium), sedge (Carex spp. ), wingstem
(Verbesina alternifolia), bramble (Rubus spp.), dog-hobble (Leucothoe racemosa). Two
large thickets of the invasive rose (Rosa multiflora) are present in the mainstem. Along
the stream and throughout the floodplain, species of floodplain and riparian trees and
shrubs are present in clusters but are not dominant. These species include yellow birch,
tulip poplar, red maple, river birch (Betula nigra), cherry birch (Betula lenta), sycamore
(Platanus occidentalis), shellbark hickory (Carya ovalis), white oak (Quercus alba), and
green ash (Fraxinus pennsylvanica), with a sub-canopy of ironwood (Carpinus
caroliniana), spicebush, dog-hobble, and hazel-nut (Corylus americana).
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Big Warrior Creek
Final Stream Restoration Report
As discussed above, in the more level floodplain portion of the project area, much of the
project area is in pasture that maintains a non-forested condition. If the active
management were discontinued, the remainder of the project area would most likely
succeed to a forested condition.
As is consistent with the pervasive trampled banks, some small pocket wetlands areas are
recessed against the oversteepened banks. The majority of these wetland areas are
emergent, with minimal scrub-shrub and forested wetlands. Plant species identified
include many of the species listed above as well as the following herbaceous species:
water pepper (Polygonum piperoides), hummock sedge (Carex stricta), Frank's sedge
(Carex frankii), woodland bulrush (Scirpus expansus), bushy seedbox (Ludwigia
alterniflora), narrow-panicle rush (Juncus brevicaudatus), and common-boneset
(Eupatorium perfoliatum). Care will be taken in the restoration design to avoid and
minimize disturbance to these wetlands.
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9.0 STREAM RESTORATION PLAN
9.1 GENERAL APPROACH
' The approach to restoring Big Warrior Creek is based on natural channel design
principles, including the following:
¦ The preferred approach to implementation of goals will be the restoration of a
natural, self-sustaining system that can adjust to changes in physical processes,
with minimum human intervention.
¦ Restoration planning and design will be based on expected variability of physical
' processes, owing to hydrologic and sediment supply regimes.
' Restoration design will be rooted infield-based observations in the study
' watershed and stable reference reaches from the same or similar physiographic
province, as well as current quantitative approaches and firsthand experience with
' other stream restoration projects.
¦ Restoration channel design will focus on identifying stable planform, profile, and
cross-sectional geometries. Structural means also will be used to provide bank
protection prior to full vegetation establishment, grade control at key locations,
and enhance habitat variability within a reach. However, structures themselves
' are secondary to the natural channel design.
' . Restoration design must seek to "do no harm" to those areas that are stable and
clearly providing important ecological function. Instead, such areas should be
' preserved and incorporated into the broader restoration design. In this sense, the
design is intended to work with rather than overprint nature.
¦ Restoration design will not "over-design." The design instead will include an
' appropriate range of channel conditions to mimic variability in nature-rather
35
Big Warrior Creek
Final Stream Restoration Report
than strictly follow one design value for each parameter-so that, for example,
meander bends do not appear simply sinusoidal and planform features and
geometry extend across the range of anticipated stable conditions.
9.2
9.3
STREAM GEOMORPHOLOGY
The proposed stream restoration design includes the establishment of a pool-riffle
channel through the majority of the study reach. Pool-riffle channels have an undulating
bed that defines a sequence of bars, pools; and riffles (Leopold et al., 1964). This lateral
bedform oscillation distinguishes pool-riffle channels from the other channel types.
While riffles are the topographic cross-over from pool to bar, the term riffle is also
loosely applied to the entire shallow channel area in this transition zone. Commonly, the
transition from a riffle downstream into apool is referred to as a run, and the transition
from a pool downstream into a riffle is termed a glide.
In self-formed pool-riffle channels, pools are typically spaced about every 5-7 channel
widths (Leopold et al., 1964). Pool-riffle channels typically occur at moderate to. low
gradients and are generally unconfined with well established floodplains. Substrate size
in pool-riffle channels can vary from sand to cobble, but is dominantly gravel-sized. In
the Rosgen classification system, the stream would classify as a C4-a gravel-bedded,
meandering, low-gradient, pool and riffle dominated-channel. Prior to human
alteration, this is likely the stream type that Big Warrior Creek once assumed.
DESIGN BANKFULL DISCHARGE
For the design, a bankfull discharge was first selected. Table 9-1 shows field-based
bankfull discharges, and bankfull and peak discharges predicted by various regression
equations. These values are reported alongside HEC-1 results for Big Warrior Creek
without the effect of Boomer Lake. One can see that field-based bankfull estimates agree
well with those for the Rural Piedmont regional regression. Furthermore, these bankfull
estimates are rather evenly bracketed by the estimated 1-year and 2-year HEC-1 flows.
These results collectively suggest that indeed the 1.5-year flow is a reasonable proxy for
bankfull discharge in the un-dammed scenario.
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Big Warrior Creek
Final Stream Restoration Report
This logic is extended to the existing, dammed scenario for estimation of bankfull
discharge on the mainstem of Big Warrior Creek. Preliminary design discharges for the
mainstem channel were selected by choosing values intermediate to the 1-year and 2-year
peak discharges, as predicted by HEC-1 when accounting for Boomer Lake. These
values are reported at the bottom of Table 9-1. Bankfull discharges initially estimated
for the two tributaries are unaffected by Lake Boomer and therefore remain the same for
development of the restoration design.
Table 9-1 Predicted and Calculated Discharges versus Design Discharges
Discharge (cfe'l
Mainstem Tributaries
Description, Source
U/S D/S Mtn
Lower
end end Creek
Without Dam ,attenuation
1-Year HEC-1 Flow, this study 139 220 43 6
2-Year HEC-1 Flow, this study 367 566 131 30
2-Year USGS regional regression, Pope et al, 20011 359 572 202 83
Bankfull Flow, Rural Piedmont (Harmon et al., 1999) 2 243 392 135 55
Bankfull Flow, Rural Mountain (Harmon et al.; year unspecified) 3. 320 520 170 65
Bankfull discharge calculation with Manning equation, based on field n/a n/a 130 45
identification of bankfull elevation, this stud
Bankfull discharge identification using HEC-RAS model, based on 200 390 n/a n/a
matching flow with bankfull elevation identified in field, this stud
Potential Design Discharge with No Dam Attenuation 220 400 130 50

With Dam attenuation
1-Year HEC-1 Flow, this study 88 146 43 6
2-Year HEC-1 Flow, this study 204 379 131 30
Selected Design Discharge given Dam Attenuation 145 260 130, 50
n/a = not applicable or not available
1 Includes data from 222 sites from the Blue Ridge-Piedmont province, with drainage areas between 0.1 and 4000
mil. Average error of prediction is 41.2%.
2 Includes data from 13 drainage areas between 0.2 and 128 mil. R2 is 0.97.
3 Includes data from 14 drainage areas between 2.0 and 126 mil. No confidence intervals shown on curves. R2 is
0.88.
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Final Stream Restoration Report
9.4
CHANNEL CROSS-SECTIONAL DIMENSION
The following section explains the development of average cross-sectional dimensions
used in the design. All typical dimensions discussed below are shown together in
Appendix D. These dimensions are also contrasted'with existing conditions and
reference reach values in Table 9.5.
Hydraulic geometry relationships were used initially to develop design riffle cross
sections. However, due to the attenuation effect of the dam at Boomer Lake, use of the
actual drainage area at the upstream and downstream ends of the study reach would result
in the oversizing of the design channel. To still allow calculation of design dimensions
using hydraulic geometry relationships, a surrogate drainage area was calculated for the
upstream end of the study reach given the respective design discharges of 145 cfs in
Table 9-1. A simple regression was developed predicting bankfull discharge based on
drainage area for Basin Creek, Joes Creek, Lower Tributary, and Mountain Creek
Tributary. When drainage area was backcalculated from the regression, a surrogate
drainage areas of 2.1 mi2 was established for the upstream end of the mainstem (as
compared with actual drainage areas of 4.03 mi2). The design -discharge at the
downstream end is assumed to be the upstream end discharge plus the inputs from the
two tributaries.
Design cross-sectional areas were selected after a review of several regression equations.
First, a regression equation was established between Mountain Creek Tributary, Basin
Creek, Joes Creek, and Richland Creek, such that:
Eqn. I Cross-sectional Area = 17.523 (Drainage Area) 0.06702 (R2 = 0.962)
where Cross-sectional Area is in feet and Drainage Area is in square miles. The
regression is based on only four data points, and so the relationship should be considered
approximate.
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Final Stream Restoration Report
Table 9-2 compares the results from the regression with other similar regressions.. These
regressions are broader in that they include a larger data set, a range of Rosgen channel
types, and a larger range of contributing watershed area. Values were calculated for the
upstream and downstream end of the study reach based on corresponding surrogate
drainage areas. Preliminary design cross-sectional areas were established close to
Equation 1 estimates, such that two conditions were met: 1) a bankfull width to depth
ratio between 16 to 18 was maintained, and 2) the design discharges in Table 9-1 were
conveyed assuming uniform flow conditions. Typical riffle cross sections are shown in
Appendix F.
Table 9-2 Comparison of Predicted Bankfull Cross-sectional Areas
Big Warrior Creek Mainstem, Tributaries, Predicted
Regression Predicted Value (ft)t Value (ft)
U/S end D/S end Mountain Lower
Mountain, Basin„ Joes, and Richland
28.8 49.4 25.8 11.0
(Eqn. 1)
Rural Piedmont (Harmon et al., 1999) 35.5 61.4 31.7 13.4
Rural Mountain (Harmon et al., year
36.3 62.3 32.5 13.9
unspecified)Z
Preliminary Design Cross-sectional
29 46 26 13
Area
Based on surrogate drainage areas developed in Section 9.4.
1 Includes data from 13 drainage areas between 0.2 and 128 mil. RZ is 0.95.
' 2 Includes data from 12 drainage areas between 2.0 and 126 mil. No confidence intervals shown on curves. RZ is
0.88.
9.5 PLANFORM DESIGN
The following section explains the development of average cross-sectional dimensions
used in the design. Planform pattern was designed primarily based on reference reach
data, particularly those for Basin Creek. However, professional judgment was in some
cases necessary to be conservative in design and best promote stability. A range of
values was also established for each parameter to mimic natural variability and
accommodate any site constraints within the stable'channel range. The proposed channel
39
Big Warrior Creek
Final Stream Restoration Report
configuration is depicted in Appendix G. Design planform dimensions are also
contrasted with existing conditions and reference reach values in Table 9-5.
9.5.1 Meander Wavelength
A range of meander wavelengths was established with guidance from the available
meander length to bankfull width ratio for Basin Creek. This value was on the low end of
those typically observed for Rosgen type C channels. As such, a design range was
established to bracket the lower end of the range (Table 9.3). This range was applied
throughout the study reach.
Table 9-3 Comparison of Meander Wavelength Ratios and Values

Source Meander Wavelength/ Meander Wavelength (ft)
Bankfull Width Ratio Upstream Downstream
Basin Creek data set 10.5 ___- ___-
Traditional range for C channels 11-14
Selected preliminary design range 10-14.0 230-320 310-430
9.5.2 Radius of Curvature
A range of radii of curvature was established with reference to the radius of curvature to
bankfull width ratio available for Basin Creek. This value, 1.5, was at the low end of
those generally considered stable in natural channel design. However, in the proposed
design other channel design parameters (vegetation, cross-sectional geometry, etc.) will
improve the stability of such low radius of curvature bends. In light of this a range of 1.5
to 3.0, was established, with most values used in the design greater than 2, as indicated in
Table 9-4.
9.5.3 Meander Belt Width
Values available for meander belt width to bankfull width ratios were found to be
extremely low (1.9). To maintain this belt width, the channel could not "wiggle" across
the valley floor, but would be forced to follow the valley trend precisely. Biohabitats'
professional judgment is that the reference reach value is too low, and that this parameter
does not provide any meaningful design guidance. Instead, a higher meander belt width
40
Big Warrior Creek
Final Stream Restoration Report
to bankfull width ratios (>2.0) was generally used to provide additional variability to the
planform channel design, as dependent on local constraints such as easement width Table
9-4.
Table 9-4 Comparison of Radii of Curvature Ratios and Values
Source Radius of Curvature/ Bankfull Width Ratio
Basin Creek data set 1.5
Traditional range for C channels >2
Selected preliminary design range 2.0=4.0
9.6 LONGITUDINAL PROFILE
The longitudinal profile was designed to follow the planform pattern of the proposed
channel and the channel dimensions of typical cross sections.. Riffle slopes were set to
range from 0.8 to 2.5%, with the majority close to 1 % in keeping with reference reach
data. Glide and run slopes generally range from 6-12%, higher than those indicated in.
reference reach data sets which were deemed excessively low based on professional
judgment. The profile was also developed to "tie" the channel into its existing
configuration in those areas where channel conditions were stable and beneficial habitat
is already present. At some locations a control structure, such as a cross vane, was used
to drop the channel more abruptly to accommodate other design parameters.
41
,A

f

4
Table 9.5 Existing and Proposed Channel Morphology versus Reference Reach Data
Existing Channel, Representative Cross Sections Reference Reaches Proposed Channel by Location
Parameters (variable, units) Maiustem* Tributaries Mountain Mainstem* Tributaries
Basin Creek Joe's Creek Ri
hl
d C
k
U/S D/S Mountain Lower Tributary c
an
ree U/S S Lower Mountain Cr.
General Rosgen Stream Type Bc4, F4 C4 C4, F4 Bc4, F4 C4 C4 C4 C4 C4 rjd C4 C4
Drainage Area (mi) 4.0-5.5 7.7-7.9 1.6-1.8 0.4-0.5 1.68 7.2 6-7.6 1.0 4.03 (2.1) 7.85 ,4) 0.5 1.78
Estimated Bankfull Discharge (Qbbf, cfs) 190 360 128-133 46-01 130 375 320 - 145 32 50 130
Riffle Dimensions Bankfull Width(r' bkf, ft) 249 34.1 19.4 9.6 23.9 33.2 28.7 -

Mean (Range)
(22.2-27.5)
(28.9-39.3)
(168.22.0)
(7.1.12.0)
(22.0-25.0)
(29.5-369)
(28.3-29.5)
(I6.2-167) 23 31 15 21
Bankfiill Mean Depth (dbkf> ft) 1.9 1.94 1.4 1.1 1.2 2.1 2.0 0.9

Mean (Range)
(1.7-2.0)
(-)
(11-1.6)
(0.8-1.4)
(12-1.3)
(1.9-2.2)
(1.9.2.1)
(--) 1.3 1.7 0.9 1.3
Bankfull Cross-sectional Area (Abkf, ft2) 45.8 66.2 27 9.8 29.4 68.4 58.1 15.5

Mean (Range)
(45.0-466)
(56.2.76.2)
(26.7-272)
(9.610,0)
(28.6-30.1)
(64.9.71.9)
(55.0-61.1)
H 29.2 53,6 12.9 26.2
Bankfull Maximum Depth (d. ft) 2.8 3.5 2.2 1,7 19 3.1 3.3 1.5

Mean (Range)
(2.3-3.2)
(32.3.7)
(2.1.2.3)
(1.4-1.9)
(1.5.2,6)
(3.0-3.2)
(2.8-3.9)
(-J 1.7 2.3

b 1.2 1.7
Width ofFloodprone Area (ft) 53.6->80 14.6-05.5 »50 12.14.6 >50 - - >51 >68 >33 >46
Facet Slope (ft/ft) - - 0.017 0.008 0.016 0.0208 0.016 -
Mean (Range) (0.0015.0.005) (0.003-.004) (0.008-0.026) (0.0-0.016) (0.010-0.019) (-) ?) O 0,01 O.OI
G 0.01 0.01
Riffle Ratios Bankfull Width/Mean Depth Ratio (Ww/dbkf, ftlft) 13.1 17.6 13.9 8.7 19.9 16.4 14.2 -

Mean (Range)
(11.1-162)
(10.5-32.8)
(10.5-18.3)
(5.1-15.8)
(169-20.8)
(13.4-19.4)
(13.5-14.9)
(-J 18 18 17 17
Bankfull Width/Max Bankfull Depth (ft/ft) 89 8.8 8.8 5.6 12,6 10.71 8.7 -
Mean (Range) (6.9-12.0) (7.3.12.3) (7.3-10.5) (3.7-8.6) (8,5-16.7) (9.22-12.3
(7.26.10.54)
(-J 13.5 1.5 12.5 12.4
t
Bankfull MaxDepth/Mean Bankfull Depth 1.5 1.8 1.6 1.5 1.6 1.51 1.65 1.67 a

(d.?/dbkf,ft/8),Mean (Range)
(1.2-1.9)
(1,6-1.9)
(1.3-1.9)
(1,0-2.4)
(1.2-2.2)
(1.36-1,68)
(1.33-2.05)
(J
1.3 1.4
13
1.3

Entrenchment Ratio (Wfp/Wbb, ft/ft) - 1,5 8.9 9.2 - i

Mean (Range) >1.8
(1.5-2.0) »2.3
(1,2-1.7) »l.l
(-)
(2.4.15.9)
( ) >2.2 >?.2
k >22 >2.2
Meander Length (Lm, ft) - - 70 140 350 216.4 - - - -
Mean (Range) (150-450) (70-180) (60-80) (-) (-) (130-340) (90-94) (230-320) (310 30) (150-215) (250.350)
Ratio of Meander Length to Bankfull Width - - 7.3 5.9 10.5 7.5 - - -
-
Planform Pattern (L./Wbu, ft/ft) Mean (Range) (4.4.18.1) (3.6-9.3) (5.0.11.3) (-J (-) (-) (5.4-5.8) (81 6 YrA
J (10.0-143) (11.9-16,7)
Dimensions Belt Width (Wbsr, ft) - - 50 49 64,7 59 - , -
_
Mean (Range) (70-200) (50-100) H (-) (59-75) (50-68) (25-40) (S9•180) (60.100) (70-220)
Radius of Curvature (Rc, ft) - - - 17.5 51.2 11.6 - ± - -
Mean (Range) (17.8-71.1) (15-20) (11.1.40) (16.9-18.0) (40.1-69.3) (9.3-13.8) (14.3-261) (6010) (30-50) (40-60)
Planform Pattern Ratios Sinuosity (StreamLength/Valley Length, ft/ft) 1.3 1.3 1.2 1.4 - - - 1 1.4 1.3
Longitudinal Pro
Profile Valley Slope (S,ay) 0.0053 0.011 0.019 0.01 0,014 0.0089 0.0133 0.0 3

1 0.011 0.019
Pool Slope (Spool, ft/ft) 0.0 0.0 0.0 0.0 0.0 0,0019 0.0 - 0 0.0 0.0
Bankfull Width n/a n/a n/a n/a 24.1 503 31.4 11,1 -y 19.5 27.0
Mean (Range) (22.4-25.7) (35-68) (30.0-32.7) (-J (30-4j)
1t H )
Maximum Pool Depth n/a n/a n!a n/a 3.4 4,8 4.0 - -
4 2.0 2.9
Mean (Range) (3.3-3.6) (4.1.5.2) (-J (-1 (2.9-3.9) ( ) (_)
Pool Dimensions
Pool to Pool Spacing (P-P, ft) 94.1 109.2 48.1 28.0 63.5 305 109.1 - - - -
Mean (Range) (67.154) (60-182.3) (21.5-91.0) (18.61) (51.2-75.8) (271-334) (27-35.3) (37.3-95.8) (130-250) (70-160) (80-220)

Pool Area (Ap, fl)`
n/a
n/a
n/a
n/a 39.0
109.6
74.6
201
19
38
(30.0.48.5) (42-78) (-) ( )
Ratio of Pool to Pool Spacing (P-P/W bkf) 3.8 3,2 2.5 2.9 2.7 9.2 5.4 -
Pool Ratios - - -

kTTIQ _ iT .............CT.T......a.:.. 14--U T Mean (Range)
.:I...a.....- IIIQ _ tl........r..,,.......C i.I...-a-:.. /4--U T?l..a.....Ail A (2.4-6.9)
_ ..... .....I:.,..Ll.. (1.5-63)
......:1..1.1.. (1.3-5.4) (1.5-8.6) (2,0-3.4) - - (4.2.10.9) (4.7-10.7) (3.8-10.5)
----- ---- -- - ------
s4.!

1

r

1
F
Big Warrior Creek
' Final Stream Restoration Report
9.7 SEDIMENT TRANSPORT
9.7.1 Sediment Transport Background
' The dam at Boomer Lake not only impacts the downstream hydrology (as discussed in
Section 5.6), but reduces the sediment supplied from a large portion of the watershed to
' the-project reach. In the absence of a detailed sediment budget for the entire watershed, it
is impossible to quantify the resulting change in the rate and magnitude of sediment
' supplied to the study reach. Fortunately, there are two free-flowing tributaries that join
the mainstem upstream of the study reach, as well as Mountain Creek Tributary and
' Lower Tributary which join the mainstem within the project area. The presence of these
tributaries at least helps to rejuvenate sediment supply in the mainstem channel upstream
' of and within the project area. While there will generally be a smaller volume of
sediment made available to Big Warrior Creek for transport owing to the dam, there will
' be a corresponding decrease in the peak flow magnitudes released through the dam.
Sediment transport is sufficiently complex that, before meaningful calculations can be
done with respect to any type of channel restoration, a review of available techniques,
their assumptions, and their limitations is warranted. At Big Warrior Creek, surface bed
material is nonuniform (i.e. sand and gravel) and armored (i.e. the surface layer exposed
' to flow is coarser than the subsurface bed material) in riffle areas. The proposed channel
has a pool-riffle configuration. Therefore, sediment transport methods developed for
nonuniform, armored gravel-bed, pool-riffle streams are most appropriate.
I Gravel-bed pool-riffle streams exhibit characteristic sediment transport processes. Very
I rarely is the whole bed in motion and material eroded from one riffle typically is
deposited on a proximal downstream riffle. In gravel bed channels, the bankfull stage is
the dominant discharge responsible for establishing channel morphology and
' accomplishing most sediment transport over an extended amount of time (Wolman and
' Miller, 1960; Andrews, 1980). Armored-gravel-bed channels exhibit a near-bankfull
threshold for general and significant bed surface mobility (Parker et al., 1982; Jackson
' and Beschta, 1982; Andrews 1984). Significant sediment transport rates occurring
43
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following armor-mobilizing events are generally correlated with discharge, suggesting
that bankfull sediment transport is limited by transport capacity, not sediment supply.
Given these attributes of pool-riffle channels, the design of Big Warrior Creek should
allow for incipient motion of the majority of the grain size distribution (D50 minimum up
through D84) at the bankfull flow.
A simple model to serve as the basis of this calculation is that of Shields' (1936). Based
on empirical data, Shields developed a curve to describe the dimensionless critical shear
stress, i*,,i or Shield parameter, defined as:
i*oi = Ti / (Ps - P)gDi
where iii is the Shield parameter or critical shear stress at incipient motion for the grain
size of interest, Di; g is the gravitational acceleration, and ps and p are the sediment and
fluid densities, respectively. Shields demonstrated that in fully rough flow (Reynolds
numbers >489), as with gravel-bed rivers, dimensionless critical shear stress attains a
constant value of 0.06 at this point. (Note the commonly quoted value of ie5o equal to
0.06 for rough, turbulent flow in fact reflects only a single data point within the Shield's
data set.) However, the experiment was based on nearly uniform grain sizes. Since
gravel bed rivers like Big Warrior Creek do not have uniform grain size distribution,
inter-particle effects and small bedforms add complexities to the relationship and require
some adaptations of the model.
Since Shields' time, experimenters have attempted to develop more realistic values of Tc50
for use in poorly sorted gravel bed material. Studies of gravel-bed channels, in fact,
demonstrate a dimensionless critical shear stress with a broad range from 0.030 to 0.086
(Buffington and Montgomery, 1993). In Table 9-6, we report Tc50 values from the
literature particularly germane to Big Warrior Creek.
9.7.2 Sediment Transport Analysis
The dam at Boomer Lake not only impacts the downstream hydrology (as discussed in
Section 5.6), but reduces the sediment supplied from a large portion of the watershed to
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the project reach. In the absence of a detailed sediment budget for the entire watershed, it
is impossible to quantify the resulting change in the rate and magnitude of sediment
supplied to the study reach. Fortunately, there are two free-flowing tributaries that join
the mainstem upstream of the study reach, as well as Mountain Creek Tributary and
Lower Tributary which join the mainstem within the project area. The presence of these
tributaries at least helps to rejuvenate sediment supply in the mainstem channel upstream
of and within the project area. While there will generally be a smaller volume of
sediment made available to Big Warrior Creek for transport owing to the dam, there will
be a corresponding decrease in the peak flow magnitudes released through the dam.
Table 9-6 Dimensionless Critical Shear Stress (i*ci) Measured in Natural Pool-Riffle
Channels.
i*
Channel Type Channel Conditions and D50 surface ags
Study
(Location)
Model Adjustments
(mm) *
OW (for
D50)
Existing conditions at Impacted pool-riffle n/a 19 1.4 n/a
Big Warrior Creek with some braiding
Ashworth and Natural pool-riffle Variable sinuosity, sidewall -50 Not 0.072
Ferguson (1989) channel (Alt Dubhaig) correction implicit listed
Ashworth and Natural pool-riffle Mildly braided, sidewall -57.5 Not 0.054
Ferguson (1989) channel (River Feshie) correction implicit listed
Parker and Klingeman Natural pool-riffle No form drag or sidewall 54 1.09 0.035
(1982) channel (Oak Creek) correction
Wathen et al. (1995) Natural pool-riffle Variable sinuosity, no 21.3 -1.6 0.086
channel (Alt Dubhaig) sidewall or form drag
correction
Average value of T*ci 0.062
*Measure of non-uniformity of sediment mixture, referred to as the grapmc sorting coeinciem. veimea oy lyM -
(p16)/2 where cp 84 and 916 are the 840i and 16th percentiles of the grain size distribution expressed in units of the phi
(loge) scale.
Table 9.7 shows the likely incipient particle size of the upstream and downstream
' portions of the design channel based on the range and average of these ti*ci values,
relative to existing conditions. The sediment transport analysis shows that, as is
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desirable, there is a nearly equal greater statistical likelihood that the upper portion of the
grain size distribution (1350 through D95) will be mobilized in the proposed design as in
the existing condition, without excessive shear to mobilize the entire grain size
distribution. For the mean i*ci value, shear stress will increase in the proposed channel
but will have no significant net effect on sediment transport during the bankfull flow
(Table 9-7).
Table 9-7 Results of Sediment Transport Calculations
Upstream End, Mainstem Downstream End,
Mainstem
Assumed Value of r*ci Assumed Value of i*
i
C
0.035 0.062 0.086 0.035 0.062 0.086
Existing Shear Stress, ti (lb/ ) 0.40 0.77
Conditions Incipient Particle Size 34
- 19 14 65 37 27
S
iize Fraction Mobility Y,
NN Y, NN N, N, N Y, Y, Y Y, Y, N Y, -NN
//
77
(D50, D84, D95)
Proposed Shear Stress, i (lb/ft) 0.77 1.05
Conditions Incipient Particle Size 65
- 37 27 89 50 36
Size Fraction Mobility Y,
NN Y, -NN Y, N, N Y, Y, Y Y, Y, N Y, N, N
(D50, D84, D95)
Predicted Change in Incipient Motion None None D50 becomes None None None
from Existing to Proposed Conditions, mobile
D50 and larger
Answers the question, "Is this size fraction of interest (e.g., D50) mobilized by the calculated shear stress?" "Y"
"
indicates
Yes"; "N" indicates "No." For example, an increase from existing conditions mobility of "N
N
N" to
,
,
proposed conditions mobility of "Y,Y,Y" would indicate a change from a stable bed surface to full mobilization of
upper half of the grain-size distribution.
It is worth noting that the calculations simplify many aspects of sediment transport, and
are really only a first-order approximation of the likely mobile grain-size distribution at
bankfull discharge. Here it was assumed that the existing grain size distribution remains
representative for sediment transport processes. In fact, in the restored condition, bed
armoring may be expected to adjust sediment transport rates somewhat to any change in
sediment supply in the pool-riffle channels (e.g., Dietrich et al., 1989). However, the
sediment transport results reported here are promising and are consistent with desirable
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sediment transport properties for restoration of Big Warrior Creek. More detailed
' hydraulic calculations will be conducted using HEC-RAS in later design phases to
quantify bankfull shear stresses along the proposed channel versus those predicted along
' the existing channel (and to guide placement of appropriate bank and bed protection
here shear stresses exceed initial expectations). es are o e+m 1?'
t?1_ ?WS'kiterial at a lochott;' coarse aeia1'dc1lrig
enou
I n
ffle surfaces ?, aode "Al`iobking armor and inhibit ization.
9.8 FLOODPLAIN MORPHOLOGY
'
' Where Big Warrior Creek is being reconfigured, much of the existing adjacent floodplain
will be disturbed during construction. Grading along the abandoned channel and along
' the proposed channel is necessary to accommodate the channel planform, cross-sectional
and profile design dimensions, and meet constraints posed by existing wetlands, the
' proposed easement width (50 feet), and portions of the channel to be left undisturbed.
Within these bounds, however, there are many opportunities for grading a somewhat
' irregular floodplain to promote microhabitat diversity in the floodplain. It is intended
that grading at Big Warrior Creek will improve channel-floodplain connectivity,
complement the physical function of the channel during flood events, and significantly
enhance habitat beyond the channel banks.
Due to the high susceptibility to lateral and vertical shifts in broad alluvial valleys, low-
gradient pool-riffle streams typically produce meander and depositional patterns
superimposed on the floodplain surface(s). Grading along the proposed restoration
' design therefore will incorporate floodplain morphology appropriate to the setting,
including 1) low gradient floodplain surfaces, and 2) elongated depressions below the
' floodplain surface, commonly where extended sections of the existing channel is to be
abandoned. Planting zones associated with these two areas are described in Section 9.9.
' Locally, high points above the overall floodplain surface also will be included to preserve
existing large trees or prevent development of meander chute cutoffs. Variable
' elevations will support a variety of plants adapted to a range of moisture conditions and
i
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9.9
enhance biological diversity of reptiles, breeding amphibians, forest-dwelling birds, and
wetland dependant species.
PROPOSED PLANT COMMUNITIES
The proposed plant lists were developed based on the field assessment of existing
vegetation communities in the project area and reference sites, along with historical
information on indigenous plant communities. Proposed plant communities are intended
to support local ecosystem processes with careful consideration to supporting native
wildlife.
We propose to design wetland areas and their associated plant communities with the
proper hydrology to support them. At least fifteen floodplain areas are proposed to be
created throughout the project area, including forested floodplain areas, scrub-shrub
wetlands and areas of riparian depressional wetlands.
Forested floodplain will occupy the majority of the proposed restoration area; proposed
species are listed in Tables 9-8 and 9-9 for upland and mesic riparian forest. Scrub-shrub
wetlands will be located in the vicinity of existing scrub-shrub wetlands; proposed
species are listed in Table 9-10. Proposed riparian depressional wetlands will be located
in sections of the abandoned stream and will support seasonal inundation. Potential
riparian depressional plant species are listed in Table 9-11. Additional information on
plant diversity, density, sizes, and spacing will be included in the planting plans
generated later in the design process.
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Table 9-8 Potential Plant Species for Upland Forest
Scientific Name Common Name

Trees
Acer saccharum Sugar maple
Aesculus hippocastanum Buckeye
Carya cordiformis Bitternut hickory
Fraxinus americana White ash
Liriodendron tulipifera Tulip poplar
Pinus strobus White pine
Prunus serotina Black cherry
Quercus falcata Southern red oak
Tsuga canadensis Eastern hemlock

Understory Trees
Amelanchier arborea Serviceberry
Betula lenta Sweet birch
Cornus florida Flowering dogwood
Shrubs
Hamamelis virginiana Witch hazel
Hydrangea arboresceus Wild hydrangea
Lindera benzoin Spicebush
Rhododendronmaximum Rosebay rhododendron
Vaccinium arboreum Sparkleberry
Viburnum prunifolium Black haw

Grasses, Herbs, and Forbs
Dichanthelium clandestinum Deer-tongue grass
Elymus canatensis Canada wild rye
Lolium multiflorum Annual rye
Panicum dichotomiflorum Smooth panicgrass
Rudbeckia hirta Black-eyed Susan
Schizachyrium scoparium Little bluestem
Tridens falvus Purpletop
Table 9-9 Potential Plant Species for Mesic Riparian Forest
Scientific Name Common Name

Trees
Fraxinus pennsylvanica Green ash
Juglans nigra Black walnut
Nyssa sylvatica Black gum
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Scientific Name Common Name
Plantanus occidentalis American sycamore
Quercus pagoda Cherrybark oak
Salix nigra Black willow
Understory Trees
Amelanchier arborea Downy serviceberry
Betula nigra River birch
Carpinus caroliniana Ironwood
Shrubs
Cornus amomun Silky dogwood
Itea virginica Virginia sweetspire
Lintera benzoin Spicebush
Sambucus canatensis Common elderberry
Vaccinium corymbosum Highbush blueberry
Viburnum dentatum Southern arrowwood
Grasses, Herbs, and Forbs
Andropogon gerardii Big bluestem
Dichanthelium clandestinum Deer-tongue grass
Elymus virginicus Virginia wild rye
Lolium multiflorum Annual rye
Panicum virgatum Switchgrass
Table 9-10 Potential Plant Species for Riparian Scrub-shrub
Scientific Name Common Name

Shrubs
Alnus serrulata Smooth alder
Cephalanthus occidentalis Buttonbush
Cornus amoniun Silky dogwood
Lindera benzoin Spicebush
Sambucus canadensis Common elderberry
Grasses, Herbs, and Forbs
Andropogon gerardii Big bluestem
Dichanthelium clandestinum Deer-tongue grass
Elymus virginicus Virginia wild rye
Eupatorium fistulosum Joe-Pye weed
Lolium multiflorum Annual rye
Panicum dichotomiflorum Smooth panicgrass
Vernonia novaboracensis New York ironweed
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Table 9-11 Plant Species Proposed at Riparian Depressional Wetlands
Scientific Name Common Name

Trees
Betula nigra River birch
Fraxinus pennsylvanica Green ash
Platanus occidentalis Sycamore
Salix nigra Black willow

Shrubs
Alnus serrulata Smooth alder
Cornus amomum Silky dogwood
Lindera benzoin Spicebush
Sambucus canadensis Common elderberry
Viburnum dentatum Southern arrowwood

Grasses, Herbs, and Forbs
Andropogon gerardii Big bluestem
Carex stricta Hummock sedge
Dichanthelium clandestinum Deer-tongue grass
Elymus virginicus Virginia wild rye
Juncus effusus Softrush
Lobelia cardinalis Cardinal flower
Lolium multiflorum Annual rye
Panicum dichotomiflorum Smooth panicgrass
9.10 IN-STREAM DESIGN ELEMENTS
9.10.1 Structural Elements
This concept design includes structural elements to provide extra protection to those areas
subject to high shear stresses. These structures act to redirect flow and protect vulnerable
outer meander bends.
Materials used in bank and bed protection structures will include those that enhance in-
stream habitat and are perceived to be in keeping with natural aesthetics and natural
channel materials already present in less disturbed portions of the site. These materials
include large woody debris (LVWD) interacting with the low flow and bankfull channel,
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and bedrock outcrops. Natural. materials and the features they form are mimicked with
the following practices:
1. Bank protection practices
1. Root wad revetments
2. Log toe protection
2. Flow redirection
1. Log vanes
2. J-rock and J-log vanes
3. Grade control
1. Rock cross vanes
2. Log cross vanes
More than any other structural element, LWD is emphasized throughout the restoration
design. It is well documented that LWD provides significant habitat structure for fish
and aquatic invertebrates, as well as storage of sediments and organic matter. Some
studies have specifically noted these benefits in the broader vicinity of Big Warrior
Creek. Hilderbrand et al. (1998) placed LWD experimentally as a ramp angled upstream
(similar to a single cross vane) in a third-order trout stream in the southwestern Virginian
Appalachians with physical characteristics similar to Big Warrior Creek (slope just under
1%, 16.4 foot bankfull width). LWD pieces longer than the average bankfull channel
were found to be stable and induced significant adjacent scour.
Structures are distributed along the proposed stable channel plan-form layout not to
"armor" the banks but to augment to initial stability of the natural channel design as
vegetation growth occurs and the delivery of LWD increases. In time, it is intended that
the riparian zone would maintain large woody debris recruitment rates firsthand and add
to channel complexity. Furthermore, vegetation growth along the outsides of meander
bends should secure erosion-prone banks as log structures decay over the longer term.
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Some bank treatments will incorporate multiple structures in more complex
arrangements.
9.10.2 Soil Bioengineering Elements
Soil bioengineering, or non-structural means of stabilizing streambanks, are also
proposed throughout the restoration project. Bank stabilization using soil bioengineering
would include standard techniques live branch layering. The location and extent of these
measures will be determined as the design proceeds.
Where soil bioengineering is proposed, the streambanks will be regraded to a stable angle
and geometry and utilize vegetative planting and biodegradable materials to stabilize the
streambank and prevent or reduce future streambank erosion. These practices are
proposed where there is sufficient area available to regrade the streambank, sufficient
sunlight to promote the growth of the plant materials, and where the streambanks are not
expected to be exposed to frequent erosive stream conditions.
9.11 FLOODPLAIN DESIGN ELEMENTS
9.11.1 Wildlife Habitat Structures
Wildlife use snags, downed logs and brush piles for nesting, roosting, foraging, perching,
cover, or territorial displays. These features are often referred to as wildlife habitat
structures. Many applications of forestry practices have limited the number of snags and
downed logs available for wildlife habitat. Maintenance procedures along developed
areas also often prohibit the retention of brush piles. Wildlife dependent upon these
features may experience loss of habitat and diminished use opportunities when these
elements are lacking.
An ecosystem restoration project has added value if it tries to provide or retain some of
these wildlife habitat structures. Within the Limit of Disturbance of this project, the
incorporation of these elements provide habitat that may not be found until advanced
stages of succession occur. Our approach exclusively uses onsite plant materials that
would have otherwise been buried or removed from the site. The use of invasive plant
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species for these structures is prohibited in order to avoid the spread of seeds, fruits or the
possibility of new growth from re-sprouting.
9.11.2 Wood Snags and Downed Logs
Snags are used for wildlife nesting, shelter and feeding sites. Tree cavities also form in
the heart of trees from disease or limb loss and provide a place for nests of some birds
including woodpeckers, owls, swallows and others. Snags also provide habitat
requirements for cavity-dwelling amphibians, reptiles and mammals. The bare branches
of snags serve as perches for hawks, vultures, eagles and other carnivorous birds. Snags
are also attractive to insects that ultimately help to decompose the tree.
Fallen snags become logs and a new habitat element is created. Tiny soil organisms
decompose the log and in turn are preyed upon by other organisms such as insects.
Rotting logs provide a very moist environment and attract amphibians including
salamanders and tree frogs. Downed logs also serve as important habitat for ground-
dwelling mammals, birds and reptiles. Woody debris including logs can help prevent
rapid runoff and erosion, and replenishes the soil. During decomposition of the log,
nutrients are slowly released to the soil completing the cycle from which they came.
Organic matter from, the decomposition process adds to the structure and porosity of
forest soils and provides conditions suited to future tree growth.
Woody debris elements, created from onsite salvaged trees include dead tree snags, dying
tree snags, hinged snags, and downed logs. Wood snags are placed throughout the
proposed woodland planting areas to provide important habitat elements. Dead tree snags
consist of dead trees placed upright in the ground. They will be selected from trees
within the limits of disturbance not marked for saving or protection. Dying snags consist
of live trees left in place during construction that are expected to die due to excavation or
filling. They will be left standing upon the completion of grading. Hinged snags are
dying standing trees that are to be partially broken off and left in place. Hinged snags
will be cut three-quarters of the way through the diameter of the tree and the top portion
of the tree will be felled. The felled portion is either left as is, or up to one-half its mass
is trimmed to provide material for brush piles, snags, and downed logs. Downed logs are
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felled trees salvaged from within the project limits of disturbance. As with snags,
' downed logs are also from trees not marked for saving or protection. Downed logs are to
be partially buried in the ground so the log remains firmly in place.
I 9.11.3 Brush Piles
In addition to the large woody debris of snags and logs, brush piles of smaller-sized
' woody material are also proposed on the plans as habitat elements. Brush piles primarily
provide cover, particularly winter cover, for rabbits, other small mammals (including
' rodents), birds (for roosting), and other animals. Brush piles will be created throughout
' woodland planting areas. They will consist of woody material one-quarter to six inches
in diameter salvaged from the project site during construction. This material will include
multi-branched woody debris with the leaves still attached. Brush piles will consist of
' woody debris stacked in an irregular pattern, and will be two to three feet high in the
center, tapering to six to twelve inches along the edges.
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10.0 SEDIMENT AND EROSION CONTROL PLAN
Given the proximity of the project to vulnerable aquatic environments, stringent sedimentation- '
and erosion-control measures will be implemented prior to ground disturbance and will be
maintained throughout project construction. '
10.1 PUMP AROUND
Because the work proposed for the project will-be conducted in the stream channel,
sediment controls will include a pump around that will divert clean water around the '
isolated work area to prevent excessive sediment from entering the stream during
construction activities. This dewatering program will be implemented such that '
construction work does not affect water quality or aquatic resources within the creek.
The pump around consists of an upstream sand dike which prevents stream water from '
entering the work area, and a sand bag dike at the lower limit of the work area to prevent
sediments from entering the stream.
10.2 SLOPE STABILIZATION '
All newly graded "slopes will be stabilized with permanent seeding and matting at the end
of each work day. Other sediment controls, such as silt fence will be used in areas where '
bank stabilization, and bank and floodplain grading are proposed.
10.3 PROTECTION OF EXTANT VEGETATION ADJACENT TO WORK AREA
Riparian woodland vegetation adjacent to the construction work area will be protected '
from inadvertent construction impacts by the placement of construction mesh fencing.
The fencing will be in place prior to construction operations and grading at the site. '
10.4 STABILIZED CONSTRUCTION ENTRANCE '
Stabilized construction entrances will be used to allow construction equipment non-
erosive access to and from the site, and an area where equipment can shed soil prior to '
entering the paved roadway. Due to the extensive length of the study area, the design
may include more than one stabilized construction entrance to the project area. '

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11.0 STREAM MONITORING PLAN
A technical monitoring plan is necessary to measure the success of the restoration plan.
Technical monitoring will provide information needed to diagnose unforeseen problems resulting
from changes in the environment, and the design and construction of the project. This
information can then be used to develop restoration contingency plans, and facilitate the design
and construction of future restoration projects with similar objectives and site conditions. The
technical monitoring program should address and document pre-construction and initial post-
construction conditions. The monitoring should be performed by a qualified firm with
experience in designing and implementing stream restoration using a natural channel design
approach.
Streams, by their nature, are dynamic systems which gradually adjust their cross section, profile,
and planform with changing environmental conditions. Infrequent catastrophic events can also
alter river form and course, though much more quickly. Meander bend cut offs and creation of
oxbows are often the result of high magnitude flow events. Because rivers are dynamic systems
which are subject to catastrophic events, evaluation of changes in the newly constructed channel
must be taken in the context of the entire river system. To facilitate comparison between the
relocated and natural channel, a monitoring program is proposed that includes monumented cross.
sections upstream of and within the relocated channel. General observations of changes in
natural morphology along with quantitative changes at the monumented cross sections will help
indicate which channel changes deserved immediate attention.
Natural rivers are composed of areas of slow deep water (pools) and shallow fast moving reaches
(riffles or glides). Pools are areas of bed scour (hence their greater than average depth), whereas
glides and riffles are relatively shallow due to accumulated sediment. Sediment is also
accumulated on the insides of meander bends, whereas the outside of a bend is typically a pool.
Channel aggradation (bar formation) and/or degradation (bed and bank scour) all occur naturally
as part of fluvial processes and one should not be overly concerned when they occur, especially
in areas they are expected (i.e. degradation in meander bend pools and aggradation on inside
point bars). Unexpected occurrence of channel bars and/or bed scour of the new channel may
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form after a storm event, but these changes are typically transient and may be reversed by next
storm. These features will be noted during all scheduled monitoring to ascertain if they are
temporary, static, or growing.
If the bar feature or bed degradation is not chronically increasing, then no action need be taken.
However, if a bar is chronically aggrading or laterally accreting, it could expand to the point
where flows are directed into one or both banks causing erosion and possible bank failure. In
this case the bar needs to be reconfigured before bank failure occurs and the cause of the bar
formation should be determined. Bar formation is often caused by debris jams or grade control
structures. Debris jams will be removed along with the bar material and grade control structures
will be modified to stop the accumulation of sediments. Bar formation can also be caused by an
influx of larger than normal sediments. If bed scour progresses, it could threaten the stability of
the banks, log vanes, or rock weirs.
Streams may also change through catastrophic events such as floods. Large floods may cause
local bank erosion and floodplain scour, and may even create oxbow wetlands by cutting off
meander bends. It is important to evaluate the effects of infrequent, large-magnitude events on
the newly constructed channel in the context of the entire river system. Changes in channel
morphology (bank erosion, bed scour, bar formation) of the newly constructed channel must be
compared to reaches upstream and downstream of the relocation. If a catastrophic event passes
through the area and causes widespread bank erosion upstream and downstream of the relocated
channel, then bank erosion within the relocated channel should be considered part of the natural
process. Channel changes within the relocated channel that deviate from those in the natural
channel will need to be addressed immediately.
Individual monitoring parameters are discussed below. Table 11 -1 summarizes the frequency
and content of monitoring recommended. The monitoring period should extend a minimum
period of five years.
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11.1 NOTE WATERSHED CONDITIONS
During each monitoring year, any major land use changes in the watershed will be noted
to help interpret channel changes noted downstream during the monitoring period. For
example, if extensive timber harvesting occurs in the upper watershed, one might expect
changes in the hydrology and sediment supplied to the downstream channel unrelated to
the stream restoration project.
11.2 GEOMORPHIC MAP
Using the construction as-built map of the restoration project, a qualified scientist will
walk the length of the stream and note key geomorphic features. These features will the
location of bedrock outcrops, bank erosion and/or slumping, significant and rapid erosion
and deposition, channel flow pattern, and other important ongoing geomorphic processes,
such as shallow subsurface piping and large woody debris racking. The map will provide
a basis for interpretation of channel changes noted in other monitoring components and
will guide maintenance measures required to preserve the structural and ecological
integrity of the site. Observations along the entire stream corridor will be made to help
identify land uses (e.g., livestock, bank trampling) that might jeopardize restoration
measures, such as water quality, and therefore interfere with restoration objectives.
Geomorphic mapping will be conducted annually.
11.3 CHANNEL CROSS SECTIONS
Soon after construction, at least eight permanent cross sections will be established for the
stream restoration to document channel response and overall project success. Cross
sections will be re-surveyed annually. At each permanent cross section, a 100-particle
pebble count will be conducted.
11.4 LONGITUDINAL PROFILE
In conjunction with the cross sections identified for monitoring above, the channel profile
along the thalweg will be surveyed along one 2,000-foot reach. Survey points will be
collected along the thalweg of the stream at all significant breaks in slope in addition to
the deepest point in pools. Water surface elevations and bankfull elevations also shall be
collected in conjunction with the longitudinal profile.
59
11.5
11.6
11.7
11.8
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PHOTOGRAPHIC DOCUMENTATION I
The overall performance of the stream restoration project, including vegetation growth
channel stability, and structure integrity, will be recorded by use of digital photographs.
Photographs will be taken at all in-stream structures and bank stabilization measures. '
Additional photographs will be taken of general project conditions.
If with time, a vantage may be obscured bYvegetation, the vantage '
maybe shifted
slightly to document the salient features at that location. At minimum, photographs will
be taken annually. '
INSPECTION OF STRUCTURE INTEGRITY '
All bed and bank structures will be inspected regularly to assess their condition. The
performance of the structures also shall be monitored annually during a period of at least '
five years following construction. Recommendations for repair or removal of damaged
structures will be made based on these observations. '
BIOLOGICAL INDICATORS '
Aquatic macroinvertebrates and fish are excellent "integrators" of water quality, flow
stability, and habitat quality in that the number of species sampled at any one time must
reflect the net temporal effect of these physical conditions-even though sampling itself
occurs at a discrete time. Monitoring of these species will be conducted prior to and '
following construction, as well as within the same reference reach for physiochemical
measurements. Biological parameters will be monitored annually in the five years '
following construction. The North Carolina Department of Water Quality will conduct
monitoring of benthic macroinvertebrates. '
SOIL BIOENGINEERING AND RIPARIAN HABITAT '
Many months may be required for plants to properly establish. Soil bioengineering and
riparian habitat monitoring shall include surveys of the survival of planted material, '
including soil bioengineering and the broader riparian zone.
60
Big Warrior Creek
Final Stream Restoration Report
Vegetation will be monitored annually for a period of five years following installation.
Plant survival shall be a minimum of 80% each year, for a period of three years. If
survival rates fall below this level, remedial actions will be implemented in the following
fall/winter (i.e. replanting). Follow-up inspections will focus on replacement of dead or
dying plant materials and soil stabilization.
We recommend that observations of invasive species also be made, and that immediate
removal of newly colonizing invasive species be undertaken to protect beneficial riparian
vegetation along the project length.
11.9 CONTINGENCY PLAN
Table 11-2 outlines contingency measures to address stream channel problems that may
arise after construction.
61
Big Warrior Creek
Final Stream Restoration Report
Table 11-1 Proposed Monitoring Schedule
Monitoring Parameter Preconstruction Post-Construction Routine Monitoring
Documentation Documentation
July July July July July
2004 2005 2006 2007 2008
Watershed Conditions X X X X X X
Geomorphic Map x X X X X X
Cross Sections I, x X X X X X
Longitudinal Profile -¦ X X X X X X
Photographs I X X X X X X
Structures x X X X X X
Riparian x X X X X X

I = Installation
¦ = Data already available
62
Big Warrior Creek
Final Stream Restoration Report
Table 11-2 Stream Restoration Contingency Plan
Parameter Concern Contingency Plan Timeframe*

Profile Headcut progresses past grade ¦ Divert flow away from work area or pump around Immediate
control device ¦ Stabilize head cut with large rocks (min. 30" dia.)
Severe scour at downstream Divert flow away from work area or pump around Monthly
end of in-stream structure Place large rock (min. 30 dia.) in scour hole

footers threatening stability of without excavating

¦ Push rock down if necessary to make flush with
structure channel
Cross Section ¦ Divert flow away from work area or pump around Monthly
Severe scour around root wad ¦ Place large rock (min. 30 dia.) at base of scour
or log vane threatening stability ¦ Fill scour area with clean fill
of structure ¦ Plant with bankers willow and red-osier dogwood
(1' - 2' cont.)

Planform ¦ Place top soil in eroded area and compact
Monthly
Bank erosion in vicinity of root ¦ Seed with permanent seed mixture and stabilize
wads, log vanes, or other bank with biodegradable matting
protection structure ¦ Plant with bankers willow and red-osier dogwood
(1' - 2' cont.) on outer edge of eroded area
Debris jam or beaver dam ¦ Remove any obstruction that form within the first Monthly
obstructing/ redirecting flow five years
Soil Bio- Determine reason for failure. Seasonally
If failure was due to insufficient light, and shade
engineering tolerant species were used, remove the dead
cuttings and plant containerized stock of shade
Section of soil bioengineering tolerant shrubs such as red-osier dogwood, silky
not growing dogwood, arrow wood, and blackhaw.
¦ If failure was due to use of dead cuttings, improper
installation, or disease, remove the dead cuttings
and replace with live cuttings during the proper
season

Section of soil bioengineering ¦ Add topsoil as necessary to restore bank
Seasonally
and bank removed by high flow ¦ Replace soil bioengineering during the proper
season and
Construction (Super) silt fence damaged ¦ Repair (super) silt fencing to meet specifications Immediate
Temporary stream crossing ¦ Recover debris from old stream crossing Immediate
damaged or blown out ¦ Rebuild new stream crossing
Flooding of new channel before ¦ Pump water out of new channel Immediate
completion ¦ Repair channel to previous condition

Erosion of berm separating new ¦ Divert flow from new channel construction Immediate

and existing channel pip water out of new channel
¦
Repair channel to previous condition
*Timeframe is as follows: Immediate (1-7 days), Monthly (within 1 month), Seasonal (within 6 months).
63
Big Warrior Creek
Final Stream Restoration Report
12.0 REFERENCES
Andrews, E.D., 1980. Effective and bankfall discharges of streams in the Yampa River Basin,
Colorado and Wyoming, J. Hydrol., 46: 311-330.
Andrews, E.D., 1984. Bed material entrainment and hydraulic geometry of gravel-bed rivers in
Colorado, Geological Society of America Bulletin, v. 95, p. 371-378.
Ashworth, P.J. and Ferguson, R.I., 1989. Size-selective entrainment of bed load in gravel bed
streams, Water Resources Research, 25, 627-634.
Barnes, H.H. Jr., 1967. Roughness Characteristics of Natural Channels. U.S. Geological Survey
Water-Supply Paper 1849.
Buffington, J.M. and Montgomery, D.R. 1993. A systematic analysis of eight decades of
incipient motion studies, with special reference to gravel-bedded rivers, Water Resources
Research, v. 33 (8), 1993-2029.
Chow, V.T., 1959. Open-Channel Hydraulics, McGraw-Hill Kogakusha, Ltd., Tokyo.
Dietrich, W.E., Kirchner, J.W., Ikeda, H, and Iseya, F., 1989. Sediment supply and the
development of the coarse surface layer in gravel-bedded rivers: Nature, v. 340, p. 215-217.
Harman, W.A., Wise, D.E., Walker, M.A., Morris, R., Cantrell, M.A., Clemmons, M., Jennings,
G.D., Clinton, D., and Patterson, J., year not specified. Bankfull Regional Curves for North
Carolina Mountain Streams.
htta://www5.bae.ncsu.edu/programs/extension/wq sri/mtnpaper html (Note: according to Dani
Wise-Frederick of NCSU Stream Restoration Institute, the Mountain region table equations cited
in this paper are somewhat preferable to the equations listed in this NCSU Web site table.)
Harman, W.A., Jennings, G.D., Patterson, J.M., Clinton, D.R., Slate, L.O., Jessup, A.G.,
Everhart, J.R., and Smith, R.E., 1999. Bankfull Hydraulic Geometry Relationships for North
Carolina Streams. AWRA Wildland Hydrology. Symposium Proceedings. Edited by: D.S. Olsen
and J.P. Potyondy. AWRA Summer Symposium. Bozeman, MT. (Rural Piedmont)
Hilderbrand, R.H., Lemly, A.D., Dolloff, C.A, and Harpster, K.L., 1998. Design Considerations
for Large Woody Debris Placement in Stream Enhancement Projects. North American Journal
of Fisheries Management, 18: 161-167.
Jackson, W.L., and Beschta, R.L., 1982. A model of two-phase bedload transport in an Oregon
Coast Range stream: Earth Surface Processes and Landforms, v. 7, p. 517-527.
Langbein, W.B. and Leopold, L.B., 1966. River Meanders Theory of Minimum Variance. U.S.
Geological Survey Professional Paper 422-H.
64
Big Warrior Creek
' Final Stream Restoration Report
Leopold, L.B., Wolman, M.G., and Miller, J.P., 1964. Fluvial Processes in Geomorphology:
W.H. Freeman and Company, 522 p.
' North Carolina Department of Environment and Natural Resources Division of Water Quality.
Basinwide Information Management System - North Carolina Waterbodies Reports.
' http://h2o.enr.state.ne.usibims/Reports/reports)VB.htnil. August 19, 2002.
North Carolina Geological Survey. http://www.geology.enr.state.nc.us. August 19, 2002
' Parker and Klingeman, 1982. On why gravel bed streams are paved, Water Resources Research,
18, 1409-1423.
i Parker, G., Klingeman, P.C., and McLean, D.G., 1982. Bedload and size distribution in paved
gravel-bed streams, J. Hydraul. Div. Am. Soc. Civ. Eng., 108, 544-571.
' Pope, B.F., Tasker, G.D., and Robbins, J.C. 2001. Estimating the Magnitude and Frequency of
Floods in Rural Basins of North Carolina=Revised. US Geological Survey, Water Resources
' Investigations Report 01-4207, Raleigh, NC.
Rosgen, D. L., 1994. A classification of natural rivers. Catena, 22: 169-199.
Rosgen, D., 1996. Applied River Morphology. Wildland Hydrology, Printed Media Companies,
Minneapolis, MN.
Shields, A., 1936. Anwendung der Aehnlichkeitsmechanik and der Turbulenzforschung auf die
Geschiebebewegung, Mitt. Preuss. Versuchsanst. Wasserbau Schiffbau, 26, 26. (English
' translation by W.P. Ott and J.C. van Uchelen, 36 pp., U.S. Dep. of Agric. Soil Conser. Serv.
Coop. Lab., Calif. Inst. of Technol., Pasadena, 1936.)
' United"States Department of Agriculture Natural Resources Conservation Service. September
1997. Soil Survey of Wilkes County, North Carolina.
' United States Army Corps of Engineers Hydrologic Engineering Center; HEC-1 Flood
Hydrograph Package User's Manual, Version 4.1; June 1998; website:
http://www.hee.usace.gmiy.mil
i-
United States Army Corps of Engineers Hydrologic Engineering Center; HEC-RAS River.
' Analysis System User's Manual, Version 3.0; January 2001; website:
http://www.hec.usace.AiMy.mil
' United States Department of Agriculture Natural Resources Conservation Service - Soil Survey
Division. Hydric Soils of North Carolina. http://www.statlab.iastate.edu/soils/hydric. August
19, 2002.
Wathen, S.J., Ferguson, R.I., Hoey, T.B., and Werritty, A., 1995. Unequal mobility of gravel
and sand in weakly bimodal river sediments, Water Resources Research, 31, 2087-2096.
65
Big Warrior Creek
Final Stream Restoration Report
Wolman, M.G., 1954. A method of sampling coarse river-bed material. Transactions of
American Geophysical Union, 35: 951-956.
Wolman, M.G., and Miller, J.P., 1960. Magnitude and frequency of forces in geomorphic
process, J. Geol., 68: 54-74.
66 .
f
r'
;.
..:._
a
f

Big Warrior Creek
Stream Restoration Repc

Photograph 1. View of mainstem Big Warrior
Creek from State Highway 18 near downstream
end of project area. Note extensive mowing and
grazing in alluvial valley. (5/22/02)
Photograph 5. Downstream view of Cro
Section C, Big Warrior Creek mainstem.
(5/22/02)

Photograph 2
(7/18/02)
grazing along stream.
pry- ? z k. ?' :- w
Photograph d. Downstream view of Cross
Section B, Big Warrior Creek mainstem.
(5/22/02)

• C ?
a.r

Photograph 6. View across channel at Cross
Section Cross F, Big Warrior Creek mainstem.
(5/22/02)
Photograph 3. Downstream view of Cross
Section A, Big Warrior Creek mainstem.
(5/22/02)
Big Warrior Creek
Stream Restoration Report
r
Photograph 12. View upstream of Mountain
Creek Tributary reference reach, Bar Type 2.
(7/29/02)
E, Lower Tributary. (5/22/02)
Photograph 8. Upstream view of Cross Section
D, Lower Tributary. (5/22/02)
Section G, Mountain Creek Tributary. (5/22/02)
Photograph 10. Dowstream view of Cross
Section H, Mountain Creek Tributary. (5/22/02)
Photograph 11. View upstream of Mountain
Creek Tributary reference reach, Bar Type 1.
(7/29/02)
i
.;
I '1
b
�'
� �
t
1
I

Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration F'

_' Biohabitats
Lower Mainstem, Riffle

Copyright of Biohabitats, Inc.

X/S A
302.00
LI
Y 300.00 ---_-------
- -
A
298.00-

-----------------------------
> E
m Co
o 294.00 Existing Ground
.2
f6 --f --
> 292.00 Bankfull Width
ai
u.l - Flood Prone Elevation
00
290
.
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
Distance from an arbitrary datum (ft)
Longitudinal Profile at XIS A
295
00
.
m
00
294 XJS A +Thalweg
>
.
m 293.00- -
o L` 292.00

u>i 10- 291.00
w M
290
00
.
300 250 200 150 100 50 0
Distance from an arbitrary datum (ft)

Rosgen Strea m Type Classification Flow Ca lculations
Bankfull Width 28.88 (ft) Max BF Depth 3.24 (ft)
Entrenchment >1.8 (fttft) Mean BF Depth 1.95 (ft)
Width Depth 14.84 (fUft) X/S Area ` 56.22 (ft)
Sinousity (ft/ft) Manning's n 0.0350
Slope 0.0015 (fUft) BF Ave. Velocity 2.45 (ft/s)
D50 10 (mm) Discharge 137.67 (cfs)
Stream Type C4 Shear Stress 0.17 Ib/ft2

Bio Project Number: 02803.01
Surveyed: May 22, 2002 By: EMM (1310), KB (CDM)
NOTES: Manning equation results shown here are not representative of probable bankfull hydraulics.
For this same bankfull water surface elevation, HEG-RAS predicts a bankfull discharge of approximately 390 cis.
Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration
Lower Mainstem, Riffle Biohabitats
Copyright of Biohatirtats, Inc.
X/S B
305.00

303.00 ------=------ ---
c . 301.00
m V
E 299
00 ----------------------------
.
0 =
?
m
o ° 297.00 E)dsting Ground

295.00 - - it - - Bankfull Width
- - Flood Prone Elevation
w
293.00
-5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85
Distance from an arbitrary datum (ft)
Longitudinal Profile at X/S B
297.00
cc S
> E 296.00
295.00
-?
xis B
o 294.00

> fa 2-,40.G0
w `m 292.00

275 250. 225 200 175 150 125 100 75 50 25 0
Distance from an arbitrary datum (ft)
Rosgen Stream Type Classification
Bankfull Width- 39.29 (ft)
Entrenchment >1.95 (ft/ft)
Width`:Depth 20.25 (ft/ft)
Sinousity (fvft)
Slope ' 0.0053 (ft/ft)
X50 10 (mm)
Stream Type C4
Flow Calculations
Max BF Depth 3.73 (ft)
Mean BF Depth 1.94 (ft)
X/S Area 76.22 (ft)
Manning's n 0.0350
BF Ave. Velocity 4.71 (ft/s)
Discharge 358.65 (cfs)
Shear Stress 0.62 Ib/ftz
Bio Project Number: 02803.01
Surveyed: May 22, 2002 By: EMM (1310), KB (CDM)
NOTES:
Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration
Middle Mainstem, Riffle Biohabitats
Copyright of Biohabitats, Inc.

X/s C
304.00-
302.00-

:5 300.00
`
m
4:--: 298.00-
0
Existing Ground
296.00
c - - f - - Bankfull Width
294.00

>
> -? - Flood Prone Elevation
d
w 292.00
-5 0 5 10 15 20 25 30 35 40 45 50 55 60
Distance from an arbitrary datum (ft)
Longitudinal Profile at X/S C
;R- 298.00
> E 297.00--
X/S C
296.00-
m
295.00--
0
294
00
.
2 293.00
w m 292.00-
300 275 250 225 200 175 150 125 100 75 50 25 0
Distance from an arbitrary datum (ft)
Rosgen Stream Type Classification Flow Calculations
Bankfull Width 22.17 (ft) `Max BF Depth 3.20 (ft)
Entrenchment 2.05 (ft/ft) Mean BF Depth - 2.03 (ft)
Width: Depth 10.92 (ft/ft) X/S Area 45.02 (fe)
Sinousity (ftlft) Manning's n 0.0350
Slope 0.0042 (ft/ft) BF Ave. Velocity 4.23 (ft/s)
D5o 15 (mm) Discharge 190.28 (cfs)
Stream Type Bc4 ------> F4 Shear Stress 0.50 Ib/ft2
Bio Project Number: 02803.01
Surveyed: May 22, 2002 B : EMM BIO , KB CDM
NOTES:
xisting Cross Section and Channel Profile
ig Warrior Creek Stream Restoration
ewer Tributary, Riffle Biohabitaxs
pyright of Biohabitats, Inc.
X/S D
303.00
sr
302.00
:n
`m 301.00
m ?
300.00
0
299.00
c °
298.00
m
297.00
w
296.00
Existing Ground ----------------
- - f - - Bankfull Width
-fl - Flood Prone Elevation
-5
_ 301.00
> E 300.00
299.00
t6 298.00
m 297.00
296.00
w ca 295.00
0 5 10 15 20 25 30
Distance from an arbitrary datum (ft)
Longitudinal Profile at X/S D
35 40 45
XJS D i-Thalweg
200 175 150 125 100 75 50 25 0
Distance from an arbitrary datum (ft)
RosQen Strea m Type Classification
Bankfull Width 11.95 (ft)
Entrenchment 1.22 (ft/ft)
Width.-Depth 14.84 (ft/ft)
Sinousity (ft/ft)
Slope 0.0192 (ft/ft)
D50 2 (mm)
Stream Type F4
Flow Calculations
Max BF Depth 1.39 (ft).
Mean BF Depth 0.80 (ft)
X/S Area 9.62 (ft)
Manning's n 0.0350
BF Ave. Velocity 4.88 (ft/s)
Discharge 46.90 (cfs)
Shear Stress 0.90 Iblftz
Bio Project Number. 02803.01
Surveyed: May 22, 2002 B : EMM BIO , KB CDM
NOTES:

Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration
Lower Tributary, Riffle Biohabitats
Copyright of Siohabitats, Inc.

X/S E
305.00-
E2 304.00
303.00-
W
302.00

--
Z 301.00-
(D
o E 300.00
m 299.00 ------------ Existing Ground
0 298.00
297.00 - - - - Bankfull Width
0) 296.00 - Flood Prone Elevation
w
295.00
-5 0 5 10 15 20 25 30 35
Distance from an arbitrary datum (ft)
Longitudinal Profile at X/S E
.. 300.00
m V
299.00 -i-Thalweg
o ws E

2ss.oo
-COD a
o 297.00--
m
> 296.00--
W
295.00
175 150 125 100 75 50 25 0
Distance from an arbitrary datum (ft)
Rosgen Stream Type Classification Flow Calculations
Bankfull;Width 7.13 (ft) Max BF Depth 1.88 (ft)
Entrenchment 1.68 (ft/ft) Mean BF Depth 1.40 (ft)
Width:Depth ` 5.08 (ft/ft) X(S Area 10.02 (ft)
°Sinousity (ft/ft) Manning's_n 0.0350
Slope 0.0096 (ft/ft) BF Ave. Velocity 4.58 (ft/s)
D50 2 (mm) Discharge 45.83 (cfs)
Stream Type Bc4 Shear Stress 0.69 Ib/ft2
Bio Project Number: 02803.01
Surveyed- Ma 22, 2002 B : EMM (1310), KB CDM
NOTES:
Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration;
Upper Mainstem, Riffle Biohabitats
Copyright of Biohabitats, Inc.
XIS F
306.00
m 305.00
c
L 304.00
N 303.00
c 302.00
301.00
o E 300.00
Q 299.00
C 298.00
297.00
> 296.00
uJ 295.00
294.00
Existing Ground
- - f - Bankfull Width
--? - Flood Prone Elevation
-5
298.00
m ?
> 297.00
296.00
o ?-1 295.00
(> 294.00
W m 293.00
0 5 10 15 20 25 30 35 40 45 50 55 60
Distance from an arbitrary datum (ft)
Longitudinal Profile at X/S F
+Thalweg
xis F
200 175 150 125 100 75 50
Distance from an arbitrary datum (ft)
Rosgen Stream Type Classification
Bankfull Width 27.47 (ft)
Entrenchment 1.46 (ft/ft)
Width:Depth 16.20 (ft/ft)
Sinousity (ft/ft)
Slope 0.0031 (ft/ft)
D50 15 (mm)
Stream Type F4
25 0 -25
Flow Calculations
Max BF Depth 2.32 (ft)
Mean BF Depth 1.70 (ft)
XIS Area 46.57 (ft)
Manning's n 0.0350
BF Ave_ Velocity 3.24 (ft/s)
Discharge 151.01 (cfs)
Shear Stress - 0.31 Ib/ft2
Bio Project Number: 02803.01
Surveyed: May 22, 2002 By: EMM (BIO), KB (CDM)
NOTES: Manning equation results shown here are not representative of probable bankfull hydraulics.
For this same bankfull water surface elevation, HEC-RAS predicts a bankrull discharge of approximately 200 cfs.

Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration
Mountain Creek Tributary, Riffle Biohabkats
Copyright of Biohabitats, Inc.

X/S G
303.00

302.00

ca 301.00
m 4f
i 300.00 ------------------------
0
299.00
Existing Ground
0 298.00
"? - - - - Bankfull width
iv 297.00 -? - Flood Prone Elevation
w
296.00
-5 0 5 10 15 20 25 30 35 40 45
Distance from an arbitrary datum [ft]
Longitudinal Profile at X/S G
c 300.00
ca V
> 2ss.oo X/S G
°
M
298.00--
297.00--
0
m 296.00
c6 -?- Thalweg
> 295.00
w 294.00
200 175 150 125 100 75 50 25 0
Distance, in feet, from an arbitrary datum
Rosgen Stream Type Classification Flow Calculations
Bankfull Width 17.60 (ft) Max BF Depth 2.32 (ft)
Entrenchment >1.34 On Mean BF Depth 1.55 (ft)
Width:Depth 11.37 (ft/ft) X/S Area 27.23 (ft)
Sinousity (ft/ft) Manning's n 0.0350
Slope 0.0082 (ft/ft) BF Ave. Velocity 4.89 (ft/s)
D50 17 (mm) Discharge 133.23 (cfs)
Stream Type F4 Shear Stress 0.73 Ib1fe
Bio Project Number: 02803.01
Surveyed: May 22, 2002 B : EMM (B10), KB CDM
NOTES:

Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration
Biohabitats
Mountain Creek Tributary, Riffle
Copyright of Biohabitats, Inc.

XIS H
303.00
302.00

CU 301.00
m V
j 300.00
-----------------------
0
299.00
_ a Existing Ground
0 298.00
W - - f - - Bankfull Width
iu 297.00 _ Flood Prone Elevation
W
296.00
-5 0 5 10 15 20 25 30 35 40 45 50 55 60
Distance from an arbitrary datum [ft]
Longitudinal Profile at XIS H
300.00
> E 299'00 wS H Thalweg
0 298.00--
297.00--

?
0
.m ca 296.00--
295.00--
W ru
294.00
300 275 250 225 200 175 150 125 100 75 50 25 0
Distance, in feet, from an arbitrary datum

Rosgen Strea m Type Classification Flow Calculations
Bankfull Width 22.04 (ft) Max BF Depth 2.08 (ft)
Entrenchment >2.32 (ft/ft) Mean BF Depth 1.21 (ft)
Width: Depth ` 18.28 (ft/ft) X/S Area 26.66 (fe)
Sinousity (ft/ft) Manning's n 0.0350
Slope ` 0.0108 (fVft) BF Ave. Velocity 4.78 (ft(s)
X50 17 (mm) Discharge 127.57 (cfs)
Stream Type C4 Shear Stress 0.76 lb/ftz

Bio Project Number: 02803.01
Surveyed- May 22, 2002 ` B : EMM (B10), KB CDM
NOTES: Banl6ull indicators excellent at this location. Point bars are clearly defined.
Site Name: Big Warrior Creek Biohabitats, Inc.
Project No: 02803.01 Pebble Count Data Sheet
Date: 5/22/2002 X/S B, Lower Mainstem
Particle Size mm Total # % in Range % Cumulative
Sand and Silt < 2 39 33% 33%
2- 4 3 3% 35%
4- 6 6 5% 40%
6- 8 6 5% 45%
8- 12 11 9% 55%
Gravels 12- 16 7 6% 61%
16 - 24 16 13% 74%
24 - 32 8 7% 81%
32 - 48 12 10% 91%
48 - 64 6 5% 96%
64 - 96 4 3% 99%
Cobbles 96- 128 1 1% 100%
128- 192 0% 100%
192 - 256 0% 100%
256 - 384 0% 100%
384 - 512 0% 100%
Boulders 512- 1024 0% 100%
1024 - 2048 0% 100%
2048 - 4096 0% 100%
Bedrock 0% 100%
TOTALS: 119 100%
Particle Size Distribution
€ 100%
_ ............. H _..
90%
80%
70%-'*' ............... W-1-tiltil ..........
.................. ............
.........................
................... .................
L 60% .................... ... ............. .........................................
................................................. .
_ ......................... .................... .
•- 50% ............... ..... ....._.._........................................................
LL
...... ..........__.........
o _ .... ......... ..........
..................... ...........................................................................
;
30% ....... .......................................................... ........................ .
20%
10% ............................................................................................. .
0% ........................................................................ ........................ .
1 10 .100 1000 10000
Particle Size (mm)
Histogram
Site Name: Big Warrior Creek Biohabitats, Inc.
Project No: 02803.01 Pebble Count Data Sheet
Date: 5/22/2002 X/S D, Lower Tr ibuta

Particle Size mm Total # % in Range % Cumulative
Sand and Silt < 2 50 50% 50%
2- 4 5 5% 54%
4- 6 5 5% 59%
6- 8 3 3% 62%
8- 12 3 3% 65%
Gravels 12- 16 7 7% 72%
16 - 24 2 2% 74%
24 - 32 3 3% 77%
32 - 48 2 2% 79%
48 - 64 8 8% 87%
64 - 96 8 8% 95%
Cobbles 96- 128 2 2% 97%
128 - 192 1 1% 98%
192 - 256 1 1% 99%
256 - 384 1 1% 100%
384 - 51.2 0% 100%
Boulders 512- 1024 0% 100%
1024- 2048 0% 100%
2048 - 4096 0% 100%
Bedrock 0% 100%
TOTALS: 101 100%
Particle Size Distribution
100%
.............................................. .................................................
90% ........................................................................................... .
80% ....................... ...........:..........................................................
..........................
70% ..................... .... .......................................................... .
. ....................... .
?- 60% ...................... ..................... ..............................................
........................ .
d
................................................................. .
........................................... ...................... .
c
.................... .
M 50% ................ ............................................
i ...........................................:..................................
......................................................... ...................... .
i 40% ............... ......................._ ......................
P
30% ......................................................................................
If .7
.. .
;
20% .................................................................
............................__ __.................................
10% ................................................ .
0%
1 10 100 1000 10000
Particle Size (mm)
60%
50%
0 40%
Histogram
c
W 30%
c
20%
10%
0% 10
r
Particle Size (mm)
Site Name: Big Warrior Creek Biohabitats, Inc.
Project No: 02803.01 Pebble Count Data Sheet
Date: 5/23/2002 X/S F. Upper Mainstem
Particle Size mm Total # % in Range % Cumulative
Sand and Silt < 2 21 18% 18%
2- 4 7 6% 24%
4- 6 8 7% 30%
6- 8 5 4% 34%
8- 12 9 8% 42%
Gravels 12- 16 11 9% 51%
16 - 24 5 4% 55%
24- 32 8 7% 62%
32 - 48 8 7% 69%
48 - 64 16 13% 82%
64- 96 15 13% 95%
Cobbles 96- 128 1 1% 96%
128- 192 4 3% 99%
192 - 256 1 1 % 100%
256 - 384 0% 100%
384 - 512 0% 100%
Boulders 512- 1024 0% 100%
1024 - 2048 0% 100%
2048 - 4096 0% 100%
Bedrock 0% 100%
Particle Size Distribution
100%
.................................................. ................................. .
....................................................................................
90%
........ .............. ......._.... ...................
...............................
.
80% .............. _..................... ..........
......................................... .............................................
70%
....................................... ....................................................... .
60%
.................................... ............................................................ .
k
50%
... ... ..
al:
................ ................ ..
.. .........................
° 40% ............................................ ........... ._
.................... ............................................ ............. .
....................... ........................ .
._..............................
30% ................ . . ......_..................... .............
__... ......... ..................... .
........................................... .
20% :.:::.....::.......:................................
...................... ................................................
10% ...... _ ............. .
0% ....................................................................... ..................:..... .
1 10 100 1000 10000
Particle Size (mm)
Histogram
Site Name: Big Warrior Creek Biohabitats, Inc.
Project No: 02803.01 Pebble Count Data Sheet
Date: 5/24/2002 X/S H, Mountain Creek Tributa

Particle Size mm Total # % in Range % Cumulative
Sand and Silt < 2 11 10% 10%.
2- 4 6 5% 15%
4- 6 8 7% 23%
6- 8 6 5% 28%
8- 12 9 8% 36%
Gravels 12- 16 13 12% 48%
16 - 24 21 19% 67%
24 - 32 5 5% 72%
32 - 48 11 10% 82%
48 - 64 7 6% 88%
64 - 96 11 10% 98%
Cobbles 96- 128 2 2% 100%
128 - 192 0% 100%
192 - 256 0% 100%
256 - 384 0% 100%
384 - 512 0% 100%
Boulders 512- 1024 0% 100%
1024- 2048 0% 100%
2048 - 4096 0% 100%
Bedrock 0% 100%
TOTALS: 110 100%

Particle Size Distribution -XINDN''! In N:
Histogram
100% H

............... ........_..............

........ .....................................................................
- 25%
90% .............. ...... .................... ............................................ .
...............
80% :::::::::
.
.:: ...... .................... ............................................
:: ::...................... ..................................................
-
.
.
............... ::::::::
........................ ..................................................... F 20°6
70%
..........................................................
............
.............. .........................
.

60% ..............

N ..
.............. .....
........ .
......................:..... .
......
:
.............................................. ........................
......................
....._.................. ......................... .

!
5°k
1

50% -
L6

..............................................................
.................................. ..................... .
o
40%.- ... .................. .................... .
............................................ .......................:.
c
10%
30% ....::.:.:::' ....
l
u

20% ............................. .

....

wh
5% i
10% ............................
.ffiv
l
- 0% , 1,11,4 , 11
1 10 100 1000 10000 - ti
o NIti ti? 0 a`O ,oti 4)tx o, 0Arb
N
Particle Size (mm) - Particle Size (mm)
f
.4
,�
..
t.. , .:
,_
�' . `

Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration
*
1?1(iabitats
Mountain Creek Tributary Reference Reach, Riffle
Copyright of Biohabitats, Inc.

X/S 1
302
00-
.
300.00-
n
1Q 298.00 ?- - - - - - - - - -
----------------------
> E 296.00
Ebsting Ground
o 294.00
- - w - Bankfull Width
292.00 - Flood Prone Elevation
w
290.00
-5 0 5 10 15 20 25 30 35 40 45 50 55 60 65
Distance from an arbitrary datum (ft)
Longitudinal Profile at X/S 1
298.00
xrs I
b 296.00--

294.00--
A! :a_
W CU --B-Thalweg

292.00
250 225 200 175 150 125 100 75 50 25 0
Distance from an arbitrary datum (ft)

Roscien Strea m Type Classification Flow Cal culations
Bankfull Width 24.77 (ft) Max BF Depth 1.64 (ft)
Entrenchment »1.57 (ft/ft) Mean BF Depth 1.19 (ft)
Width'-.Depth 20.84 (ft/ft) Area 29.44 (ftz)
Sinousity (ft/ft) Manning's n 0.0350
Slope 0.0091 (ft/ft) Velocity 4.48 (ft/s)
D50 17 (mm) Discharge 131.86 (cfs)
Stream Type C4 Shear Stress 0.66 lb/ft2

Bio Project Number: 02803.01
Surveyed: Jul 29, 2002 B : EMM BIO , KB CDM
NOTES:
Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration
Pool -a ...habitats
Mountain Creek Tributary Reference Reach
,
Copyright of Biohabitats, Inc.

x/s J
302.00-

300.00-
M
?.?.?
N 298.00

> E 296.00-
Existing Ground
m ?
°
294.00 - - - - Bankfull Width
o
16
292.00 -? - Flood Prone Elevation
LU
290.00-
-5 0 5 10 15 20 25 30 35 40 45 50 55
Distance from an arbitrary datum (ft)
Longitudinal Profile at X/S J
297.00-

05 2ss.00 wS J
--

0 295.00--
o
ca 294.00--
.2-0
Lm --Thalweg
293.00
250.00 225.00 200.00 175.00 150.00 125.00 100.00 75.00 50.00 25.00 0.00
Distance from an arbitrary datum (ft)

Rosgen Stream Type Classification Flow Calculations
Bankfull Width 22.42 (ft) Max BF Depth 3.57 (ft)
Entrenchment »1.7 (ft/ft) Mean BF Depth 2.17 (ft)
Width:Depth 10.35 (ft/ft) Area 48.54 (ft)
Sinousity (ft/ft) Manning's n 0.0350
Slope 0.0015 (ft/ft) Velocity 2.60 (ft/s)
D50 17 (mm) Discharge 126.02 (cfs)
Stream Type C4 Shear Stress 0.18 Iblftz

Bio Project Number: 02803.01
Surveyed: July 29, 2002 By: EMM (BIO), KB (CDM)
NOTES:
Existing Cross Section and Channel Profile

Big Warrior Creek Stream Restoration
Biohabitats
Mountain Creek Tributary Reference Reach, Riffle
Copyright of Biohabitats, Inc.

X/S K
m 302.06-

(U
c..300.00 -------
----
m ?
E 298.00

-------
Existing Ground
----------
o
296 - - f - - Bankfull Width
a?
W - Flood Prone Elevation
294.00-
-5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85
Distance from an arbitrary datum (ft)
Longitudinal Profile at XIS K
297
296 X/S K -f-Thalweg
0
:3
N N
-0 295-- 1
0 L
f6 ?- 294
>

W 0
293
250 225 200 175 150 125 100 75 50 25 0
Distance from an arbitrary datum (ft)

Rosgen Strea m Type Classification Flow Ca lculations
Bankfull Width 22.02 (ft) Max BF Depth 2.62 (ft)
Entrenchment 2.69 (ft/ft) Mean BF Depth 1.30 (ft)
Width:Depth 16.98 (ft/ft) Area 28.56 (ft)
Sinousity (ft/ft) Manning's n 0.0350
Slope 0.0091 (ft/ft) Velocity 4.49 (ft/s)
D50 <2 (mm) Discharge 128.14 (cfs)
Stream Type C4 Shear Stress 0.66 Ib/ft2

Bio Project Number 02803.01
Surveyed: July 29, 2002 By: EMM (1310), KB (CDM)
NOTES:

Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration
Mountain Creek Tributary Reference Reach, Pool Biohabitats
Copyright of Biohabitats, Inc.

X/S L
302.00
300.00

298.00
---------------------
r
>
Ground
?
m
o ° 294.00 - - - - Bankfull Width

292.00-
4)
- Flood Prone Elevation
w
290.00
-5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
Distance from an arbitrary datum (ft)
Longitudinal Profile at X/S L
c ^ 297
F-xj-sL -1
> E 296
O 3
l6 295--
0
.- co
w 294-
-?Thalwe
g
w
293
250 225 200 175 150 125 100 75 50 25 0
Distance from an arbitrary datum (ft)

Rosgen Strea m Twe Classification Flow Ca lculations
Bankfull Width 25.73 (ft) Max BF Depth 3.25 (ft)
Entrenchment »2.34 (ft/ft) Mean BF Depth 1.17 (ft)
Width:Depth 22.08 (ft/ft) Area 29.99 (ft)
Sinousity (ft/ft) Manning's n 0.0350
Slope 0.0015 (ft/ft) Velocity 1.69 (ft/s)
D50 17 (mm) Discharge 50.75 (cfs)
Stream Type C4 Shear Stress 0.10 Ib/ft2

Bio Project Number: 02803.01
Surveyed: July 29, 2002 By: EMM (1310), KB (CDM)
NOTES:

Existing Cross Section and Channel Profile
Big Warrior Creek Stream Restoration
Mountain Creek Tributary Reference Reach, Riffle *"bitats
Copyright of Biohabitats, Inc.

X/S M
302.00-

L.
CU 300.00 -- - - --
a
ca . 298.00 ----------------------- Existing Ground
m ?
00 - - IF - - Bankfull Width
o E 296
.
m Co
-? - Flood Prone Elevation
0 294.00

m
292.00
w
290.00
-5 0 5 10 15 20 25 30 35 40 45 50 55 60 65
Distance from an arbitrary datum (ft)
Longitudinal Profile at X/S M
297.00-

E 296.00 -? Thalweg
(D

0
295.00 X/S M
294.00--

293.00-

250.00 225.00 200.00 175.00 150.00 125.00 100.00 75.00 50.00 25.00 0.00
Distance from an arbitrary datum (ft)

Rospen Strea m Type Classification Flow Ca lculations
Bankfull Width 25.04 (ft) Max BF Depth 1.50 (ft)
Entrenchment »1.1 (ft/ft) Mean BF Depth 1.20 (ft)
Width:Depth 20.80 (ft/ft) Area 30.14 (ff)
Sinousity (ft/ft) Manning's n 0.0350
Slope 0.0091 (ft/ft) Velocity 4.49 (ft/s)
D50 17 (mm) Discharge 135.40 (cfs)
Stream Type C4 Shear Stress 0.66 Ib/ftz

Bio Project Number: 02803.01
Surveyed: July 29, 2002 By: EMM (BIO), KB (CDM)

NOTES:
A

i
lx+ xx+x++++'xxx+++++++++++++++xxx:++++ warrior_2yr_calibrated_nolake.o::x+xxx+++++++++++++++++xxxxx+xxxxxxxx+
FLOOD HYDROGRAPH PACKAGE (HEC-1) U.S. ARMY CORPS OF ENGINEERS
JUN 1998 * HYDROLOGIC ENGINEERING CENTER
VERSION 4.1 609 SECOND STREET
DAVIS, CALIFORNIA 95616
RUN DATE 13JUN02 TIME 15:14:46 [phone]
xxxxxx++xx++++xxxxxxr+++xx++++++xxxxx+++x ++xxxxxxxx+xxx++xxxxxx+++++++xxxxxx+xxx
X X X)OOD= XXXXX X
X X X X X XX
X X X X X
XKX7000X X010( X XXXXX X
X X X X X
X X X X X X
X X XX)O)O(K XXXXK XXX
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HECIGS, HECIDB, AND HECIKW.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION
NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,
DSS: READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM
I HEC-1 INPUT PAGE 1
LINE ID....... 1....... 2.......3.......4.......5.......6.......7.......8.......9......10
1 ID BIG WARRIOR CREEK STREAM RESTORATION
2 ID INPUT FILE: WARRIORCREEK.DAT
3 ID SCS TYPE-II DISTRIBUTION
4 ID 2 YR Design Storm W10 LAKE
*** FREE 5 ID
***
'DIAGRAM
6 IT 3 0 0 300
7 10 4
8 IN 15 0 0
9 KK BWl .. .... .. . ... ... . . . ..
10 KO 0 2
11 BA 0.66
12 PB
13 PI 0.0000 0.0064 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096
14 P 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0128 0.0128 0.0128 0.0128
15 PI 0.0128 0.0128 0.0128 0.0128 0.0128 0.0160 0.0160 0.0160 0.0160 0.0160
16 PI 0.0160 0.0160 0.0160 0.0192 0.0224 0.0224 0.0224 0.0256 0.0256 0.0288
17 PI 0.0288 0.0320 0.0384 0.0480 0.0576 0.0672 0.0832 0.3328 0.8832 0.1408
18 PI 0.0896 0.0736 0.0576 0.0480 0.0416 0.0352 0.0320 0.0288 0.0256 0.0224
19 PI 0.0224 0.0224 0.0192 0.0192 0.0192 0.0192 0.0192 0.0160 0.0160 0.0160
20 PI 0.0160 0.0160 0.0128 0.0128 0.0128 0.0128 0.0128 0.0128 0.0128 0.0128
21 PI 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096
22 PI 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0064 0.0000
23 LS 0 56
24 UD 0.16
25 KK ST1
26 KO 3
27 KM ROUTE FROM BW1 TO JCT01
28 RK 11105 0.018 0.09 TRAP 5 1
Page 1
I
Warrior.lyr_calibrated_nolake.out
29 KK BW2
30 KO 0 2
31 BA 0.91
32 LS 0 59
33 UD 0.29
34 KK BW3
35 KO 0 2
36 BA 1.54
37 LS 0 59
38 UD, 0.25
39 KK JCTOI
40 KO 3
41 KM COMBINE HYDROGRAPHS FROM ST1 BWZ BW3
42 *Hc 3
KK YMCALAKE
* KO3
*-KM ROUTE THROUGH YMCA LAKE
* RS 1,FLOW,-1
* SA 128.8,162.5
* SE 1200,1210
* SQ 1.3,91.6,256.4,469.8,722.3,751.5,1768.8;3629.5,6055.4,8950.8
* SQ 11397.6
* SE 1200,1201,1202,1203,1204,1205,1206,1207,1208,1209
* SE 1209.75
HEC-1 INPUT PAGE 2
LINE ID....... 1....... 2.......3.......4.......5.......6.......7.......8.......9......10
43 KK LAKEST
44 KO 3
45 KM ROUTE FROM JCTOI to LAKEJCT
46 RK 5343 0.014 0.09 TRAP 5 1
47 KK BW4
48 KO 0 2
49 BA 0.79.
50 LS 0 58
51 UD 0.19
52 KK LAKEJCT
53 KO 3
54 KM COMBINE HYDROGRAPHS FROM BW4 & LAKEST
55 HC 2
56 KK ST2
57 KO 3
58 KM ROUTE FROM YMCALAKE TO JCT02
59 RK 2630 0.003 0.09 TRAP 5 1
60 KK BW5
61 KO 0 2
62 BA 0.13
63 LS 0 59
64 UD 0.13
65 KK BW7
66 KO 0 2
67 BA 1.08
68 LS 0 61
69 UD 0.26
70 KK JCT02
71 KO 3
72 KM COMBINE HYDROGRAPHS FROM ST2 BWS BW7
73 HC 3
Page 2
warrior-2yr_calibrated-nolake.out
74 KK ST3
7S KO 3
76 KM ROUTE FROM JCTO2 TO ICT03
77 RK 760 0.007 0.09 TRAP S 1
78 KK BW6

79
KO
0 2 I
80 BA 0.21
81 LS 0 56
82 UD 0.16
1 HEC-1 INPUT PAGE 3
LINE ID.. ..... 1 ....... ....... ....... .. ..... ...... . 6...... . ....... 8 ....... 9 .. .. .. 10

83
KK 70703 '
64 KO
85 KM COMBINE HVDROGRAPHS FROM ST3 & BW6
86 HC 2
87 KK 5T4
88 KO 3

89
KM
ROUTE FROM JCT03 TO JCT04 I
90 RK 3850 0.005 0.09 TRAP 5 1
91 KK BW8
92 KO 0 2
93. BA 1.68
94 LS 57
95 UD 0.36 6

-
96
KK
STS '
97 KO 3
98 KM ROUTE FROM BW8 TO JCT04
99 RK 1765 0.006 0.09 TRAP 5 1
100 KK BW9
101 KO 0 2

102
BA
0.10 '
103 LS 0 56
104 UD .0.14
105 KK BW10
106 KO 0 .2
107 BA 0.14
108 LS 0 58
109 UD 0.18
110_...__.._.. KK_.. _3CT04 _._..... ............
111 KO 3
112 KM COMBINE HYDROGRAPHS FROM ST4 ST S BW9 BW10
113 HC 4
114 KK 5T -
115 KO 3 3

116.
KM
ROUTE FROM JCT04 To JCTOS '
117 RK 535 0.009 0.09 TRAP 5 1
118 KK BW12 -
119 KO 0 2
120 BA 0.45
12 LS 54
122 2 uD 0.16 6

1
HEC-1
INPUT '
PAGE 4 '
LINE ID.. ..... 1....... 2.......3.......4.. .....5...... .6...... .7.......8.......9......10
123 KK ST7
124 KO 3

Page 3 '
warrior_2yr _calibrated_nolake.out
125 KM ROUTE FROM BW12 TO JCTOS

126
RK
1415 0.007 0.09
TRAP
5 '
1
127 KK BW11
128 KO 0 2
129 SA 0.02
130 LS 0 67
131 UD 0.11
132 KK BW13 -

133
KO
O 2 '
134 BA 0.05
13S LS 0 60
136 UD 0.08
137 KK JCT05
138 KO 3
' 139 KM COMBINE HYDRDGRAPHS FROM ST6 5T7 BW11 BW13

140
HC
4 '
141 KK ST8
142 KO 3
143 KM ROUTE FROM JCTOS TO ICT06
. 144 RK 1300 0.008 0.09 TRAP 5 1
146 KK BW14

146
KO
0 2 '
147 BA 0.07
148 LS 0 60
149 UD 0.09 .
150 KK JCT06
151 KO 3
152 KM COMBINE HYDROGRAPHS FROM ST8 & BW14

153
HC
2 '
154 ZZ
1
SCHEMATIC DIAGRAM OF STREAM NETWORK
INPUT
LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW
NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW

9
Bwl '
V

25 ST1
29 BW2 -

34
BW3 '
39 JCTO1 ........ .... .............
V
V

43
LAKEST 1
47 Bw4
52 LAKEJCT........ ....
V
V

56
ST2 1
Page 4
' 60 BW5
65 BW7
' 70 JCT02 ........................
V
V
74 ST3
78 BW6
' 83 JCT03............
V
87 ST4
' 91 BW8
V
V
96 575
100 BW9
' - 105 : BW10
110 JC704 ........... ........... ............
V
V
114 S76
I 118 BW12
V
123 ST7
127 BW11
'..132.._-._. -BW19_...._..
137 7CT05 ....................... ........
V
' v
141 ST8
145 BW14
150 JCTO6............
' '(***) RUNOFF ALSO COMPUTED AT THIS LOCATION
FLOOD HYDROGRAPH PACKAGE (HEC-1)
JUN 1998
VERSION 4.1
* RUN DATE 13JUN02 TIME 15:14:46
I
warrior_2yr_calibrated_nolake.out
U.S. ARMY CORPS OF ENGINEERS
HYDROLOGIC ENGINEERING CENTER
609 SECOND STREET
DAVIS, CALIFORNIA 95616
* C916) 756-1104
Page 5
warriorlyr_calibrated_nolake.o*ut
BIG WARRIOR CREEK STREAM RESTORATION
INPUT FILE: WARRIORCREEK. DAT
SCS TYPE-II DISTRIBUTION
' 2 YR DeSign Storm W/o LAKE
7 10 OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
' NM IN 3 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 300 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 1 0 ENDING DATE
NDTIME 1457 ENDING TIME
ICENT 19 CENTURY MARK '
' COMPUTATION INTERVAL .05 HOURS
TOTAL TIME BASE 14.95 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FLOW CUBIC FEET PER SECOND
' STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
9 KK BWl
10 KO OUTPUT CONTROL VARIABLES
' IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
8 IN TIME DATA FOR INPUT TIME SERIES
JXMIN 15 TIME INTERVAL IN MINUTES
JXDATE 1 0 STARTING DATE -
JXTIME 0 STARTING TIME
' SUBBASIN RUNOFF DATA
11 BA SUBBASIN CHARACTERISTICS
TAREA .66 SUBBASIN AREA
PRECIPITATION DATA -
'
12 PE STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
Page 6
warrior_2yr_calibrated_nolake.out
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00
.00
.00
.00
.00
.00
.00
.00
.00
:00 '
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 0o .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00
.00
.00
.00
.00
.00
.00
.00
.00
.00 '
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01
- .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01

.01
.01
'.01
.01
.01
.01
.01
.01
.01
.01 '
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03
' .02 .02 .02 .02 .02 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00

23 LS
SCS
LOSS RATE '
STRTL 1.57 INITIAL ABSTRACTION
CRVNBR 56.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
24 UD SCS DIMENSIONLE SS UNITGRAPH
TLAG .16 LAG *n< '
UNIT HVDROGRAPH
18 END-OF-PERIOD ORDINATES
281. 943. 1614. 1710. 1412. 928. S77. 381. 242. 158.
100. 65 42 27. 18. 12 7 2.
1 STATION BW1
(O) OUT FLOW
D, -__ low _._... 20 ... .... .. 30. ._... 40 -.-- - _.SD..._ .. 60. _._._.._....70.... _......._.07_ __. _ (Y.-- .. 0 .-0 _0
(L) PRECI P, (X) EXCESS
.00 .00 .00 .00 .00 .00 . 00 .00 .20 .15 .10 .05 .00
DAHRMN PER
10000 10 _--______. _--_-----•_ _--_--_-,_ -_-_--__ ,_____-___,__ ______ -,________-,_ -_______•_ ________•_ ________
•_
___-_
___
-------
---
10003 20 .. .
10006 30

10009
40 '
10012 50
10015 60 ..
10018 70
10021 80
10024 90
10027 100
10030 110 . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

10033
120 '
10036 130 ,
10039 140
10042 150
10045 160
10048 170
10051 180
Page 7 '
warrior_ 2yr_calibrated_nolake.o ut
10054 190
10057 200

10100
210 '
.
10103 220
10106 230
10109 240
10112 250 -
10115 260
10118 270
1012 280

10124 4
290 '
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . ... .
10133 320
10136 330
10139 340
10142 350
10145 360

10148
370 '
10151 380
10154 390
10157 400
10200 410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10203 420
10206 430
10209 440

10212
450
! '
10215 460
10218 470
10221 480
10224 490 . .
10227 500
10230 510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
_ 10233 520
10236 530

10239
540 '
10242 550 -
10245 560
10248 570 "
10251 580
10254 590
10257 600
10300 610 . .

10303
620 '
10306 630
10309 640
10312 650
10315 660
10318 670
10321 680
10324 690

10327
700 '
10330 710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10333 720
10336 730 ..
10339 740
10342 750
10345 760
10348 770

10351
780 '
10354 790 ..
10357 800 -
10400 810 . . . . . . . . . . . . . . . .
10403 820 L.
10406 830 L.
10409 840 L.
10412 850 - L
.

10415
860 '
L
.
10418 870 L.
10421 880 L.
Page 8
' warrior_2yr_calibrated_nolake
out
10424 890 .
L.
10427 900 L.
10430 910 . . . . . . . . . . . . . . . . . L.
10433 920 L
.
10436 930 L
.
10439 940 L
10442 950 L
.
'
10445 960 L
,
10448 970 L,
10451 980 L.
10454 990 L.
10457 1000 L.
10500 103. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10503 1020 L,
10506 1030 L,
'
10509 1040 L,
10512 1050 L
,
' 10515 1060 L
.
10518 1070 L.
105211080 L
.
10524 1090 L
.
10527 1100 L
. . . . . . . . .
10530 1110 . . . . . . . . . . . . . . . . . . .
.
L
'
10533 1120 L,
10536 1130 L,
10539 1140 L
.
10542 1150 L
.
10545 1160 L.
10548 1170
.
L
1055 1180 L
10554 1190 L
,
'
10557 7 1200 L
.
10600 1210 . .L,
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 1250 L.
10615 1260
, L.
10618 1270 L.
'
1062 1280 L.
10624 4 1290 L.
10627 1300 L
10630 1310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . L.
10633 1320 L.
10636 1330
.
L
10639 1340
- L
10642 1350 L.
10645 1360 L.
.10646.1370_......_ __._._._ .. ._. .. ... _. ._. .._ __ _:.. _... ,__.__.. _. _. ._ _. ..... .. _. :_ " .. L._.... _... _. _. __._.__._ _. __ ___... .._. _.. _.
106511380 L.
10654 1390 L.
10657 1400 L,
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10703 1420 L
10706 1430 L.
I
10709 1440 L.
10712 1450 L.
10715 1460 L.
10718 1470 L.
107211480 L
.
10724 1490 L
.
10727 1500 L.
10730 1510
. . . . . . . . . . . .L,
. . . . . . .
10733 1520 L.
'
10736 1530 L
,
10739 1540 L
.
10742 1550 L.
10745 1560 L.
10748 1570 L.
107511580 L.
Page 9
warrior_2yr_calibrated_nolake. out
10754 1590 L.
10757 1600 .
L.
' . . . . . . . . . . .
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . .
. . .
L.
10803 1620 L
,
10806 1630 L
.
10809 1640 L.
10812 1650 L.
10815 1660 L.
10818 1670 L.
10821 1680 L,
10824 1690 L.
'
10827 1700 L,
10830 1710 .L.
10833 1720 L.
10836 1730 .. L.
10839 1740 L
.
10842 1750 L
.
10845 1760 L.
10848 1770 L,
'
10851 1780 L,
10854 1790 L.
10857 1800 L.
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10903 1820 L.
10906 1830 - L.
10909 1840 L
10912 1850 L.
'
10915 1860 L.
10918 1870 L,
109211880 L.
10924 1890 L
.
' 10927 1900 ,
L
10930 1910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10933 1920 L.
10936 1930 L,
'
10939 1940 L.
10942 1950 L,
10945 1960 L.
10948 1970 L
.
109511980 L
.
10954 1990 L.
10957 2000 L.
1.1000 zolo
. . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.L.
'
11003 2020 L.
11006 2030 L.
11009 2040 L,
11012 2050 L.
11015 2060 L.
11018 2070 L.
1102 2080 L
11024 209o L
.
'
11027 7 2100 L
,
11030 2110 . .L.
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
'
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL,
11112 2250 LL.
'
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
Page 10
warrior-2yr_cal i brated_nol ake. out '
11124 2290 LLL.
11127 2300 LLL.
11130 2310 . . . . . . . . . . . . . . . . ... . . . . . . .LLL.
11133 2320 LLL.
11136 2330 LLL. '
11139 2340 LLL.
11142 2350 LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 - LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLLLLLLLLLLLL. '
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11209 244.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11218 247. O LLLLLX
11221 248. O LLLLLX.
.
11224 249. O LLLLLX. '
11227 2S0. O LLLLLX.
11230 251. 0 . . . . . . . . . . . . . . . . . . LLLLLX.
11233 252. o LLLx.
11236 253. 0 LLLX
11239 254. O LLLX.
11242 2SS. O LLLX.
11245 256. O LLLX.
11248 257. O LLx. '
11251 258. O LLX.
11254 259. o - LLX.
11257 260. O LLX.
11300 261. . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLx.
11303 262. o LL.
11306 263. O LL.
11309 264. O LL.
11312 265. .0 LL,
11315 266. 0 LL.
11318 267. 0 LL.
11321 268. o. ' . LL.
11324 269. 0 LL.
11327 270. o LL.
11330 271. . . . . . . . .O. . . . . . . . . . . . . . . . . . LL.
11333 272. o LL.
11336 273. 0 LL
11339 274. 0 LL '
11342 275. O LL
11345 276. o LL.
.
.___._....11348-277. or L :.
11351 278. 0 L.
11354 279. 0 L
11357 280. o L.
.
11400 281. . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11403 282. o - L. '
11406 283. 0 L.
11409 284. o L.
11412 285. 0 L.
11415 286. O L,
11418 287. O L.
11421 288. O L,
11424 289. 0 L.
11427 290. . o L. '
11430 291. .O. .L.
11433 292. .O L.
11436 293. .0 L
11439 294. o L.
.
11442 295. .0 L.
11445 296. o - L.
11448 297. 0 L.
11451 298. O L. '
Page 11
warrior-2yr_calibrated_nolake. out
11454 299.. D L.
'
11457 300.---------D---------•---------•-------'-•--------- •------------------------------------ '------------------------------- L•
1
25 KK +++++++++STI
+++++ '
26 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL - '
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE FROM BW1 TO JCTO1.
HYDROGRAPH ROUTING DATA
28 RK KINEMATIC WAVE STREAM ROUTING
L 11105. CHANNEL LENGTH
S .0180 SLOPE '
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD S.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
COMPUTED KINEMATIC PARAMETERS '
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM) -
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY
(MIN) (FT) (CFS) (MIN) (IN) (FPS)
MAIN .83 1.42 2.51 616.94 63.50 786.70 .13 4.22 '
CONTINUITY SUMMARY (AC-FT) - INFLOW- .4927E+01 EXCESS= .0000E+00 OUTFLOW= .4428E+01 BASIN STORAGE- .1565E+01 PERCENT ERROR= -21.6
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
+++ MAIN .83
+++ 1.42 ++00 +++63.48 786.00 .12
HYDROGRAPH AT STATION ST1
PEAK FLOW TIME MAXIMUM AVERAGE FLOW '
+ (CFS) (HR) 6-HR . 24-HR 72-HR 14.95-HR
-
(CFS)
+ 63. 13.10 9. 4.. 4. 4.
(INCHES) .125 .12S .125 .125
(AC-FT) 4. 4. 4. 4.
CUMULATIVE AREA = .66 SQ MI
Page 12
' +++ «x+ +++ +++ +++ +++ +++ +++ ++ + + ++ +++ +++ +++ +++ +:arri}r*+*r*Rali brat ed-;olake.out +++ ++x ««+ ++ + «+« +«+ +++ +++ +++
' 29 KK w+++w+++Bw2
+++++
30 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
' SUBBASIN RUNOFF DATA
31 BA SUBBASIN CHARACTERISTICS
TAREA .91 SUBBASIN AREA
PRECIPITATION DATA
12 PB - STORM 2 .71 BASIN TOTAL PRECIPITATION
'
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.oo 00 .00 .00 00 .00 .00 00 .00 00
.00 .oo .Do .00 :Do .00 .oo :Do .00 :00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 Do .00 .00 .00 .00 .oo .00 .00 .oo
' .00 .oo 00 .00 .00 .00 .00 .00 .00 .DD
.00 .00 .Do .00 .00 .00 .00 .00 .00 .00
.00 .00 00 .00 .00 .00 .00 .00 .00 .00
.00 .00 00 00 .00 .00 .00 .00 .00 00
.00 .00 .oo .00 .oo .00 .00 .00 .00 .00
.00 .00 .00 00 .00 00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 DO .00 .oo .00 .00 .00
.00 .00 .00 .00 .oo .00 .00 .00 .00 .00
.00 :00 .00 00 .00 .00 .00 .00 .00 .00
.00 .00 .00 :00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 01
.01 .01 .01 :O1 .01 .01 .01 01 .01 .01
.01 .01 .01 .01 .01 .01 .01 :01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
._.18 .....18 __: 18- ... .. .18 X18 -:03- _:03_.. _ -...03_. _..03._. -.,03--
02
02
.02
.02 .02
.02
.01
.01
.01
.01
.01
.01 .01 01 01
. 01
. .01 .01 .01 .01 .O1
.01 .01 .01
.O1 .O1 01 .01 .01 01 .O1
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
'
32 LS SCS LOSS RATE
STRTL 1. 39 INITIAL ABSTRACTION
CRVNBR 59. 00 CURVE NUMBER
RTIMP . 00 PERCENT IMPERVIOUS AREA
33 UD SCS DIMENSIONL
- ec ESS UNIT RAPH
>o .+,
N
1
99. 294. 603. 999.
597. 457. 358. 280.
46. 35. 27. 21.
1.
UNIT HYDROGRAPH
31 END-OF-PERIOD ORDINATES
1288. 1389. 1372.
213. 166. 129.
16. 13. 11.
Page 13
1230. 1049. 803.
99. 75. 58.
8. 6. 3.
warrior_2yr_calibrated_nolake.out
STATION BW2
(O) OUTFLOW
0. 20. 40. 60. 80. 100. 120. 0. 0. 0. 0. 0. 0.
(L) PRECIP, (X) EXCESS
Do .00 .00 .00 .00 .00 .00 .00 .20 .15 .10 .05 .00
DAHRMN PER
10000 10_________,___ ______,_-______-,-_--_-_--,_--__-___,_________,_________,_________,____ _____._________,_________,_________
10003 20
10006 30
10009 40
10012 50
10015 60
10018 70 -
-
10021 80
10024 90
10027 100
10030 110 . . . . . . . . . . . . . . . . . . . . .
10033 120
10036 130
10039 140
10042 150
10045 160
10048 170
10051 180
10054 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230 ..
10109 240 -
10112 250
10115 260
10118 270
10121 280
10124 290.
10127 300
10130 310 . . . .
10133 320
10136 330 - -
10139 340 ..
10142 350
10145 360
10148 370
10151 380
10154 390 .
10157 400
10200 410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10203 420
10206 430
10209 440
10212 450 -
10215 460
10218 470
10221 480
10224 490
10227 500
10230 510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10233 520
10236 .530
10239 540 ,
10242 550 -
10245 560
10248 570
10251 580 -
10254 590
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .
10303 620
Page 14
warrior-2yr_calibrated_nolake.out '
10306 630
10309 640
10312 650
10315 660
10318 670
1032 680

10324 4 690 '
10327 700
10330 710 . . . . . . . . . . . .
10333 720
10336 730
10339 740
10342 750
10345 760

10348 770 '
10351 780
10354 790
10357 800
10400 810-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10403 820 L.
10406 830 L.
10409 840 L.
10412 850 L.

10415 860 '
L.
10418 870 L.
10421 880 L.
10424 890 L.
10427 900 L.
10430 910 . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L.
10439 940 L.
10442 950 L.
10445 960 L. -
10448 970 L.
1045 980 L.
10454 4 990 L.
10457 1000 L.
10500 1010. .L.
10503 3020 .. L.
10506 1030 L. -
10509 1040 L.
10512 1050 - L.
10515 1060 L.
10518 1070 L. -
10521 1060 L
10524 1090 L.
10527 1100 L.
.. _---10530-n1o L. _: :.. _...._ .. .. ... ... :... ...: :-:- :- . L:.... .. -_ _..._ - -....____--... - ._ __-....
10533 1120
10536 1130 - L.
10539 1140 - L.
10542 1150 L.
10545 1160 L.
10548 1170 L.

10551 1180 - '
L.
10554 1190 L.
10557 1200. L.
10600 1210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10603 1220 - L.
10606 1230 L.
10609 1240 L.
10612 1250 L.

10615 .1260 '
L.
10618 1270 L.
10621 1280 L.
10624 1290 L.
10627 1300 - L.
10630 1310 . . . . . . . ... . . . . .L. -
10633 1320 L.
Page 15
warrior_2yr_calibrated_nolake. out
10636 1330 L.
10639 1340 L.
10642 1350 - L.
10645 1360 L.
10648 1370 L.
10651 1380 L.
10654 1390 L
.
10657 1400 L
.
.
- 10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
.
10703 1420 L.

10706 1430 '
L.
10709 1440 L.
10712 1450 L.
10715 1460 L.
10718 1470 L.
10721 1480 L.
10724 1490 - L.
10727 1500 L.
.
10730 1510 . . . . . . . . . . . . . . . . . . .L.
. . . . . . . . .

10733 1520 '
L..
10736 1530 L.
10739 1540 L.
10742 1550 L.
10745 1560 L.
10748 1570 L.
10751 1580 L.
10754 1590 L.

10757 1600 '
L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10803 1620 L.
10806 1630 L.
10809 1640 L.
10812 1650 _
L.
10815 1660 L.
10818 1670 L. -

108211680 I
L.
10824 1690 L.
10827 1700 L.
10830 1710 . . . . . .
.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L '
10833 1720 L
.
10836 1730 - L.
10839 1740 L.
10842 1750 L. -
10845 1760 L. -
10848 1770 L. -
10851 1780 L. -
10854 1790 L. -
10857 1800
- L.
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10903 1820 - L.
10906 1830 L.

10909 1840 '
L.
10912 1850 L.
10915 1860 L.
10918 1870 L.
10921 1880 L.
10924 1890 L.
10927 1900 L
10930 1910. .L.

10933 1920 I
L.
10936 1930 L:
10939 1940 L.
10942 1950 L.
10945 1960 L.
10948 1970 L.
1095 1980 L. -
10954 4 1990 L. -
10957 2000 L.

. . . . . . . . . . . .
11 I
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •
003 2020 . L.
Page 16
' - warrior_2yr_calibrated_nolake: out
11006 2030
11009 2040 _ L.
11012 2050 L•
11015 2060 L.
11018 2070 L,
L.
' 1102 2080 L.
11024 2090
11027 7 2100 L.
11030 2110 L.
11033 2120 L.
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
LL.
' 11048 2170 LL.
11051 2180
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . LL.
11103 2220 LL.
11106 2230 LL.
I 11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
11118 2270 LL.
11121 2280 LLL.
11124 2290 LLL.
11127 2300 LLL.
11130 231A LLL.
11133 2320 .LLL.
' 11136 2330 LLL.
11139 2340 LLL.
11142 2350 LLL.
11145 2360 LLL.
11148 2370 LLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
LLLLLLLLLLLLL.
I 11157 2400 . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . LLLLLLLLLLLLL
11200 2410 .
.LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11209 244. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXXX.
11218 247. 0 LLLLLX.
11221 248. 0 LLLLLX.
' 11224 249.
11227 250. p
LLLLLX.
..11230251.. LLLLLX
11233 2S2. .. 0 LLLX.
11236 253. D LLLX.
11239 254. 0 LLLX.
11242 255. 0 LLLX.
11245 256. 0. LLLX.
' 11248 257. 0. LLX.
11251 258. O LUC.
11254 259. .0 LLX.
11257 260. 0. LL X.
11300 261. .O. . . . . . . . . . . .LLX.
11303 262. o LX.
11306 263. 0 LX.
11309 264. 0 LX.
' 11312 265. . o LX.
11315 266. ,O LX.
11318 267. 0 LL.
11321 268. 0 LL.
11324 269. 0. LL.
11327 270. o LL.
11330 271. . . . . . . . . 0 . . . . . . . . . LX.
11333 272. O LL.
' Page 17
warrior_2yr_calibrated_nolake.out
11336 273. 0 LL,
' 11339 274. D LL.
11342 275. O LL,
11345 276. O LL.
11348 277, O L.
11351 278. 0 L.
11354 279. 0 L.
11357 280. 0 L.
11400 281. . . . . .0 . . . . . . . . . . . . . . . . . .L.
' 11403 282. o L
11406 283. 0 L.
,
.11409 284. 0 L.
11412 285. 0 L.
11415 286. O L.
11418 287. ,0 L
11421 288 .O L.
11424 289. .O L
' 11427 290. 0 . . . . . . L,
.
11430 291. . .0. L,
11433 292. o L,
11436 293. O L
11439 294. 0 L,
.
11442 295. o L,
11445 296. 0 L.
11448 297. o. L.
L,
11454 299. o,
L.
' 1145 298. O. _______•_________,________L.
11457 7 300.________p,_________,_________,_________,_________,_________,_________,_________,_________ __
1
xxx xx+ +++ .++ x++ +++ +++ x++ x++ +++ +xx xxx +++ +++ +xx xxx x++ +++ xx+ +++ xxx +++ +++ +++ +++ ++. ++x +++ +++ x++ +++ +++ x++
' 34 KK +++xxBw3++
' 35 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HVDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
36 BA SUBBASIN CHARACTERISTICS
TAREA 1.54 SUBBASIN AREA
' PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 ,oo .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 00 00 .00 .00 .00
.00 .00 .00 .00 00 .00 ,00 .00 00 .00
.00 .00 .00 00 :00 .00 .00 .00 :00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 00 .00 .00 .00 .00.
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
00 .00 .00 .00 .00 00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
Page 18
warrior-2yr_cal i brated_nol ake. out '
00 .00 .00 .00 .00 .00 .00 .00 .00 .00
:Do .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .OD .00 .00 .00 .00 .00 •00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .O1 .O1 .O1 .O1
.O1 .O1 .01 01 .0101 .O1 .O1 .O1 .O1
.01 .01 .01 .01 .01 .01 .01 01 01 .O1

.01
.01
.01
.01 .01 .01
.01
.01
.01
.O1' '
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .O1 .O1 .O1 .O1 .01
.01 01
. .01 .01 01 01
. .O1 .O1 .01 .O1
.01 .O1 .01 .O1
.01 .01 •O1 .O1 01 .O1
- 01 .01 .01 .01 .01 .O1 .01 .01 .01 .01

:01
.O1
.O1
.O1 .01 .00
.00
.00
.00 '
37 LS SCS LOSS RATE -
STRTL 1.39 INITIAL ABSTRACTION
CRVNBR 59.00 CURVE NUMB ER -
RTIMP .00 PERCENT IMPERVIOUS AREA
38 UD SCS DIMENSIONLESS UNITGRAPH

TLAG
.25
LAG *** '
UNIT HYDROGRAPH
27 END-OF-PERIOD ORDINATES
236. 720. 1504. 2298. 2679. 2679. 2377. 1961. 1416. 1025.
757. 578. 427. 319. 238. 176. 130. 97. 73. 54.

40.
30.
24.
18.
12. 7. 2. '
1 STATION BW3
(0) OUT FLOW
0. 40. 80. 120. 160. 200. 240. 0. 0. 0. 0. 0. 0.
() P P (
Excess
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 .10 , .05 00
DAHRMN PER
10000 10-- -------- ----------- ---------- ---------- --------------------------- `-- -------- • ----------- -------- ,- ----- ---•------- --•
10003 20
10006 30
10009 40
10012 So
10015 60
10018 70
10021 80
10024 90
__.10027- 100
10030 110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,. . . . . . . . . .
10033 .120
10036 130
10039 140
10042 150
10045 160 -

10048
170 '
10051 180
10054 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
10109 240

10112
250 '
10115 260
10118 270
10121 280
10124 290 .
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Page 19 '
warrior-2yr_calibrated_nolake. out
10133
10136 320
330

10139
340 '
10142 350 -
10145 360
10148 370
10151 380
10154 390
10157 400
10200 410 . . . . . . . . . . . . . . . . . . . . . . . . . . .

10203
420 '
10206 430
10209 440
10212 450
10215 460 ..
10218 470
-
10221 480
10224 490
10227 500

10230
510 .
. . .
. . . . .
. . .
. '
10233 520 - -
10236 530
10239 540
10242 550
10245 560 -
10248 570
10251 580

10254
590 '
10257 600
10300 610. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10303 620
.10306 630
10309 640
10312 650
10315 660

10318
670
' '
10321 680
10324 690
- 10327 700
10330 710 . . . . . . . . . . . . .
10333 720
- 10336 730
10339 740

10342
750 '
- 10345 760
10348 770
10351 780
10354 790
10357 800
10400 810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10403 820 L.

10406
830
L. '
- 10409 840 . L.
10412 850 L.
10415 860 L.
- 10418 870 L.
- 10421 880 L.
10424 890 L.
10427 900 L•

10430
910.
...
.L. '
10433 920 L.
10436 930 - L.
10439 940 - L.
- 10442 950 L.
10445 960 - L. -
10448 970. L.
1045 980 ,. - L•
10454 4 990 .. L.

10457
1000
L. '
_
10500 1010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
Page 20
' warrior_2yr_calibrated_nolake
out
10503 1020 :
L.
10506 1030 L
.
10509 1040 L
.
10512 1050 L.
10515 1060 L.
10518 1070 L.
1052 1080 L.
'
10524 4 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10533 1120 L.
10536 1130 L.
10539 1140 L.
10542 3,150 L.
10545 1160 L
.
'
10548 1170 L
.
10551 1180 L
.
10554 1190 L
.
10557 1200 L.
10600 1210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
I
10612 1250 L
.
10615 1260 L
.
10618 1270 L.
106211280 L.
10624 1290 L.
10627 1300 L.
10630 1310 L.
10633 1320 L.
'
10636 1330 L
.
10639 1340 L
.
10642 1350 L
.
10645 1360 L
.
10648 1370 L
.
106511380 L
.
10654 1390 L.
10657 1400 L.
'
. . . . . . .
10700 1410 . . . . . . . . . . . . . . . .
L.
10703 1420 L
.
10706 1430 L
.
10709 1440 L.
10712 1450 ,. L.
10715 1460 L.
10718 1470 L.
10721 1480 L.
'
10724 1490 L.
'
10 72 7--1500_. _.... .. _. ._ .._.. ...
... _... _
.. _ L.
.._ _..
_.
..
_
.
_
_..
10730 1510 . . . . . . . . . . . . . :
.
. . . . . .L.
. .
. .
.
. ..
. .
.
10733 1520 L
.
10736 1530 L
.
10739 1540 - L.
10742 1550 L
.
10745 1560 L
.
10748 1570 L.
'
10751 1580 L.
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10803 1620 L
.
10806 1630 L
.
10809 1640 L
.
10812 1650 L
.
'
10815 1660 L.
10818 1670 L
.
10821 1680 L
.
10824 1690 L.
10827 1700 L.
10830 1710 . . . . .L.
Page 21
warrior_2yr_calibrated_nolake.out
10833 1720 L.
10836 1730 L.
10839 1740 L.
10842 1750 L.
10845 1760 L.
10848 1770 L.
10851 1780 L.
10854 1790 L.
10857 1800 L.
10900 1810 .L.
10903 1820 L.
'
10906 1830 L.
10909 1840 L.
10912 1850 L
.
10915 1860 L
.
10918 1870 L.
10921 1880 L.
10924 1890 L.
10927 1900 L.
I
. . . . . . .
10930 1910 . . . . .
.L.
10933 1920 L
.
10936 1930 L
.
10939 1940 L.
10942 1950 L
.
10945 1960 L
.
10948 1970 L.
1095 1980 L.
'
10954 4 19900 L.
10957 2000 L.
11000 2010 L.
11003 2020 L.
11006 2030 L.
.11009 2040 L.
11012 2050 L.
11015 2060 L.
11018 2070 - L.
11021 2080 L.
11024 2090 L.
11027 2100 .. L.
11030 2110 . . ... . . . . . . . . . . . . . . . . . . . L.
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
'
11042 2150 LL
.
11045 2160 LL
.
11048 2170 LL.
_
11051 2180 LL.
11054 2190 LL
.
11057 2200 LL
.
11100 2210 LL.
11103 2220 LL.
'
11106 2230 LL
.
11109 2240 LL
.
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL
.
11127 2300 LLL
.
. . . . . . . . . . .
11130 2310 . . . . .
. LLL.
'
11133 2320 LLL.
11136 2330 LLL.
11139 2340 LLL
.
11142 2350 LLL
.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
'
11157 2400 LLLLLLLLLLLLL.
-
11200 2410 .LLLLLLLLLLLLL.
Page 22
warrior_2yr_calibrated_nolake.out I
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11209 244. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
11212 245. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX. ,
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLX)DD=.
11218 247. 0 LLLLLX. I
11221 248. O - LLLLLX.
11224 249. 0 LLLLLX.
11227 250. - .0 LLLLLX.
11230 251 . . . . . . . . . . . . . . . . . . .0. . . . . . . . . . . . LLLLLX.
11233 2S2. o LLLX.
11236 253. O LLLX.
11239 254. o LLLX.
11242 255. 0 LLLX. '
11245 2S6. .0 LLLX.
11248 257. 0 LLX.
11251 258. 0 - LLX.
11254 259. O LLX.
11257 260. o LLX.
11300 261. O. .LLX.
11303. 262 o LX.
11306 263. . O. LX. '
11309 264. O. LX.
11312 265. o Lx.
11315 266. O Lx.
11318 267. o LL.
11321 268. O LL.
11324 269. 0 LL.
11327 270. o LL.
11330 271. . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . LX. '
11333 272. o LL.
11336 273 o LL.
11339 274. . 0 LL.
11342 275. 0 LL.
11345 276. o LL.
11348 277. O L.
11351 278. o L.
11354 279. .O L. '
11357 280 .O L.
11400 281 . . .O. .L.
11403 282. 0 L.
11406 283. 0 L.
11409 284. o L.
11412 285. 0 L. .
11415 286. 0 L.
11418 287. 0.
11421 288. 0.
11424 289. 0.
...._......__....11427290. -_ O __ _. - _.._ .. _. __ ._ .- ... .._. ... ...._. . ._. __ .- -
L'
L.
11430 291. . . . . o . . . . . . . . . . . . . . . . . . . . . . . . .
11433 292. o. L.
11436 293. o . L.
11439 294. o L.
11442 295. O L.
11445 296. O L. '
11448 297. o L.
11451 298. o L.
11454 299. 0 L.
11457 300.______0------------------------------------------ ,------------------- •_________,_________,_________,_________,________L•
1
++r +++ rr+ +++.rr++rrr++«« +rr «++ +++ +++ rrr rrr rrr r++ r++ +r« +++ r«r +«r ++r r++ «+« «rr +rr r++ rrr rrr r«r +++ r++ «rr «++ 1
39 KK JCTOl
r r Page 23
warrior_2yr_calibrated_nolake.out
40 KO OUTPUT CONTROL VARIABLES '
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST1 BW2 BW3
42 HC HYDROGRAPH COMBINATION
ICOMP 3 NUMBER OF HYDROGRAPHS TO COMBINE
' «rr ++r «rr «r« +rr
HYDROGRAPH AT STATION JCTO1
PEAK FLOW TIME MAXIMUM AVERAGE FLOW '
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 313. 12.50 62. 25. 25. 25.
(INCHES) .185 .185 .185 .185
(AC-FT) 31. 31. - 31. 31.
CUMULATIVE AREA - 3.11 SQ MI '
+«+ «rr r++ ++r +«+ rr+ rrr +rr r«« +++ +«+ r++ ++r r«+ ++« r+« r++ rrr +++ rr« r«+ «++ r++ +rr r++ +++ ++« ++r r«r «++ +r« +rr +rr
43 KK rrr««rLAKEST
rr«r«r«« '
44 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE '
ROUTE FROM JCTO1 to LAKEJCT
HYDROGRAPH ROUTING DATA
46 RK KINEMATIC WAVE STREAM ROUTING
L 5343. CHANNEL LENGTH
S .0140 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT '
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
COMPUTED KINEMATIC PARAMETERS '
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
_ PEAK CELERITY
(MIN) (FT) (CPS) (MIN). (IN) (FPS)
MAIN .73 1.42 2.94 1068.60 311.72 761.17 .17 6.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3073E+02 EXCESS- .0000E+00 OUTFLOW= .2863E+02 BASIN STORAGE- .2234E+01 PERCENT ERROR= -.5
Page 24
' warrior_2yr_calibrated_nolake.out
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
I + ++ MA x++ .73 +xx 1.42 ++00 +++09.46 762.00 .17
HYDROGRAPH AT STATION LAKEST
PEAK F LOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
(CFS) (H R)
(CFS)
+ 309. 12.70 57. 23. 23. 23.
(INCHES) .171 .171 .171 .171
(AC-FT) 28. 28. 28. 28. .

I xxx xxx
xxx CUMULATIVE AREA =
x x xxx +xx xxx xxx xxx xx 3.11 SQ MI
x xxx xxx xxx xxx x
xx xxx x
xx xxx xxx xx
x xxx xxx
xxx xxx xx
x xxx xxx
xxx
xxx xxx xxx
' 47 KK B.14
48 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
' SUBBASIN RUNOFF DATA
49 BA SUBBASIN CHARACTERISTICS
TAREA .79 SUBBASIN AREA
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
__ :00.... ... .. .:00.. _:00 ..... .00._:.__ ....00.___ " -.00- . _. ..00-._:.. -X00 00-... .. ...00. ..
.00 .00 .00 00 .00 .00 .00 .00 .00 .00

ao .
oo
00 :Do
.00
.00
.00
.00
00
00
.00 .00 .oo .00 .00 .00 00 .00 .oo .oo
.00 .00 .00 .00 .00 .00 .oo .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .DD .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 0o
.00 .00 .00 .00 .00 DO .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 00 .00 00 .oo .00 .00 .00 .00
.00 .oo .GO .00 :Do .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 OD .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 - .01 .01 .01 .01 .01 .01 .01
' Page 25
warrior_2yr_calibrated_nolake. out
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
02 .02 .02 .02 .02 .07 .07 .07 .07 .07
' :18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 01 .01 .01 01 .01
.01 .01 .01 .01 .01 .01 01
. 01 .01 .O1
.01 .01 .01 .01 .01 .01 .01 .01 .01 .O1
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
50 LS SCS LOSS RATE
' STRTL 1.45 ' INITIAL ABSTRACTION
CRVNBR 58.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
51 UD SCS DIMENSIONLESS UNITGRAPH
TLAG .19 LAG
' UNI T HYDROGRAPH
21 END-OF-PERIOD ORDINATES
229. 735. 1448. 1761. 1689. 1390. 944. 627. 436. 300.
205. 139. 94. 66. 45. 31. 21. 16. 11. 6.
2.
STATION BW4
(0) OUTFLOW
0. 20. 40. 60. 80. 100. 120. 0. 0. 0. 0. 0. 0.
(L) PRECI P, (X) EXCESS
.00 .00 .00 .00 .00 .00 . 00 .00 .20 .15 .10 .05 .00
DAHRMN PER
10000 10 ---------•---------•- --------•- --------•---------• -------- -•---------•- --------•- --------•- --------•- ----- ---•---------•
10003 20
10006 30
10009 40
'
10012 50
10015 60
10018 70
_ 10021 80
10024 - 90
10027 100
10030 llo
10033 120
'
10036 130
10039 140
10042 150
10045 160
10048 170
10051 180
10054 190
10057 200
'
10100
210
.. . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
10109 240
10112 . 250
10115 260
10118 270
10121 280
'
10124 290
10127 300

10130
310
. .
10133 320
10136 330
10139 340
10142 350
10145 360
'
10148 370
10151 380
10154 39o
Page 26
V warrior_2yr_calibrated_nolake. out '
10157 400
10200 410-. . . . . . . . . . . . . . . . . . . . . . . . . . . .
10203 420
10206 430
10209 440
10212 450

10215 460 '
10218 470
10221 480
10224 490
- 10227 500
10230 510 . . . . . . . . . . . . . . . . . . . . . .
- 10233 520
10236 530

10239 540 '
10242 550
10245 560
10248 570
10251 580
10254 590
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . .

10303 620 '
10306 630
10309 640
10312 650
10315 660
10318 670
10321 680
10324 690

10327 700 '
10330 710. .
10333 720
10336 730
10339 740
10342 750
10345 760
10348 770
10351 780

10354 790 '
10357 800
10400 81o . . . . . . . . . . . . . . . . . . .
10403 820 L.
' 10406 830 L
.
10409 840 L
.
10412 850 L.
10415 860 L.
10418 870 L.
I042-1 ..880_.___ _.. ___ .: ......... .. ... .. ..... .... ..... .. .. ; .... .__. ._. __... .._.. .. .. ..... ___."L. _.. ...._. .. ._.... ... ... ......_.
10424 890 L.
10427 900 L.
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L
.
10439 940 L
.

10442 950
. '
L.
10445 960 L.
10448 970 L.
10451 980 L
.
10454 990 L
.
10457 1000 L.
10500 1010 . . . . . . . . . . . . . . . .L.
10503 1020 L.

- 10506 1030 '
L.
10509 1040 L.
10512 1050 L.
10515 1060 L.
10518 1070 L
.
10521 1080 L
.
10524 1090 L.

Page 27 '
warrior_2yr_calibrated_nolake:out
10527 1100 L.
10530 L.

10533 1120 1120 '
L
.
10536 1130 L
.
10539 3.14 0 L.
10542 1150 L.
10545 3.160 L.
10548 1170 L.
1055 1180 L.
10554 4 1190 L.

10557 1200 '
L.
10600 1210 . . . . . . . . . . . . . . . . . . . L.
10603 1220 L.
10606 1230 .. L
.
10609 1240 L
.
10612 1250 .. L.
10615 1260 L.
10615 1270 - L.

10621 1280 '
L.
10624 3290 L.
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . . . . . L.
10633 1320 L.
10636 1330 L
.
10639 1340 L
.
10642 1350 L.
10645 1360 L.

10648 1370 '
L.
106511380 L
.
10654 1390 L
.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . .L.
10703 1420 L.
10706 1430 - L.
10709 1440 L.

10712 1450 '
L.
10715 1460 L
.
10718 1470 L
.
10721 1480 L.
10724 1490 L.
10727 1500 L.
10730 1510. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10733 1520 L.

10736 1530 '
L
.
10739.1540 L
.
-
10742 1550 L.
10745 1560 L.
10748 1570 L
.
107511580 L
.
10754 1590 L.
10757 1600 L.

10800 1610 ..
. '
.L.
10803 1620 L.
10806 1630 L
.
10809 1640 .. L
. -
10812 1650 L.
10815 1660 L. -
10818 1670 L.
1082 1680 L.

10824 4 1690 '
L
.
10827 1700 L
.
10830 1710 . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L. -
10833 1720 L
.
10836 1730 L
.
10839 1740 L.
10842 1750 L
.
10645 1760 L
.

10848 1770 '
L.
10851 1780 L.
10854 1790 L.
Page 28
' warrior_2yr_calibrated_nolake
out
10857 1800 .
L.
10900 1810 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10903 1820 L.
10906 1830 L.
10909 1840 L
10912 1850 L,
'
10915 1860 L,
10918 1870 L,
1092 1880 L,
10924 41890 L.
10927 1900 L.
10930 1910 . . . . . . . . . . .L
.
10933 1920 L
10936 1930 L.
'
10939 1940 L,
10942 1950 L:
10945 1960 L.
10948 1970 - L.
109511980 L.
109541990 L.
10957 2000 .
L
11000 2010
. . . . . . . . . . . ,L,
.
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
'
11003 2020 L,
11006 2030 L.
11009 2040 L.
11012 2050 L.
11015 2060.
L.
11018 2070 L.
1102 2080 L
.
11024 2090 L
.
11027 7 2100 L,
'
11030 2110 L,
11033 212o LL.
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
'
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL
11112 2250 LL.
11115 2260 LL
11118 2270 LLL
___........_....._...111212280_.__.. ..___ ... ... .. : ... .._.. ... _.._ _ -. _ :___..._.. .... ____. ___. ._ ....._ .......... LLL....._
11124 2290 LLL.
11127 2300 LLL.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLL.
11133 2320 LLL.
11136 2330 LLL.
11139 2340 LLL.
'
11142 2350 LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL
.
11154 2390 LLLLLLLLLLLLL
.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . .LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
'
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11209 244. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11215 246. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL)00=.
11218 247. O LLLLLX.
11221 248. 0 LLLLLX.
?. 11224 249. 0 LLLLLX.
Page 29
warrior_2yr_calibrated_nolake. out
11227 250. LLLLLX.
11230 251. .O.
. . . . . . . . . . . . . . . . . . . . . . . . .
LLLLLX.
'
11233 252. 0 LLLX.
11236 253. 0 LLLX.
11239 254. O LLLX.
11242 255. O LLLX:
11245 256. 0 LLLX.
11248 257. o LLX.
1125 258. 0 LLX.
112 S4 259. 0 LLX.
'
11257 7 260. 0. LLX.
11300 261. o . .LLX.
11303 262. O LX.
11306 263. o LX.
11309 264. 0 LX.
11312 26S. 0 LX.
11315 266. o LX
.
11318 267. o LL
.
'
11321 268. O LL.
11324 269. o LL.
11327 270. 0 LL.
11330 271. . . . . . .0 . . . . . . . . . . . . . . . . . . . LL.
11333 272. o LL.
11336 273. 0 LL
.
11339 274. O, LL
.
11342 275. .O LL.
'
11345 276. O LL.
11348 277. .0 L.
11351 278. .o L.
11354 279. 0 L.
11357 280. O L.
11400 281. . . . . O . . . . . . . . . . . . . L.
11403 282. L,
11406 283. o. L.
11409 284. .
o. L,
11412 285. 0. L,
11415 286. 0. L.
11418 287. 0. L.'
11421 288. O. L.
11424 289. O . L.
11427 290. O
. L
.
11430 291. O
. . . . . . . . . . . . ,
. . . . . . . . . . , L
11433 292. O L.
11436 293. o L.
11439 294. 0 L.
11442 295. 0 L.
11445 296. 0 L.
11448 297. o L.
11451 298. 0 - L.
11454 299. o L.
11457 300.--- -'-0-------------------------------------------- --------------------------------------- ---------------------------- L.
I
1
' 52 KK ++LAKEJCT++ .
53 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
I QSCAL 0. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM BW4 & LAKEST
Page 30
warrior _2yr_calibrated_nolake.out '
55 HC HVDROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
xxx s+xHYDROGRAPH AT STATION LAKEJCT
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CPS) (HR)
(CFS)
+ 365. 12.65 73. 29. 29. 29.

(INCHES) .173
.173 .173
.173 '
(AC-FT) 36. 36. 36. 36.

rrx ++x xx+ CUMULATIVE AREA -
xxx x+x +x+ xxx xxx +++ +++ +x 3.90 SQ MI
+ :s+ sss +++ t+r +rx rtr
rrr srs r+s
rrs ++ r
r++ xxx
rrs x++ sr
s xxx rr+ +rx rrx rxs
56 KK ST2
57 KO OUTPUT CONTROL VARIABLES '
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE•FROM YMCALAKE TO 0CT02
HYDROGRAPH ROUTING DATA
59 RK KINEMATIC WAVE STREAM ROUTING
L 2630. CHANNEL LENGTH
S .0036 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICI ENT
CA .0o CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
ras
COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM) '
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM

PEAK
CELERITY '
(MIN) (FT) (CFS) (MIN) (IN) (FPS)
MAIN .34 1.42 2.95 6S7.SO 361.89 771.18 .16 3.72
CONTINUITY S UMMARY (AC-FT) - INFLOW- .3603E+02 EXCESS= .0000E+00 OU TFLOW= .3388E+02 BASIN STORAGE- .2144E+01 PERCENT ERROR- .0

INTERPOLATED TO SPECIFIED
COMPUTATION INTERVAL '

+++ MAIN .34
r++ xxx 1.42 3.00
+xx 360.54
+xx 771.00 .16
Page 31 '
warrior .2yr_calibrated_nolake .out
HYDROGRAPH AT STATION ST2
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR -?..
+ (CFS) (HR)
(CFS)
+ 361. 12.85 68. 27. 27. 27.
(INCHES) .163 .163 .16i .16i
(AC-FT 34 34. . 34 34. . 34 34 . . 34.
34.

rrs xxx x++
CUMULATIVE AREA -
xxx
x+x x+x xxx +x+ s+
3.90 SQ MI
r sss rss +ss rrs ++r

+xr xxx rrr

srx x+r xrs

xxx xxx

xxx x++ xx '

x s++ rrr +++ sss +xr
60 KK xxxxxxxx
BW5
61 KO OUTPUT CONTROL VARIABLES

IPRNT 4
PRINT CONTROL '
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
62 BA SUBBASIN CHARACTERISTICS
TAREA .13 SUBBASIN AREA

PRECIPITATION DATA '
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 -00 00 00 Go .00 00 00
.00 .0o .00 :Do :Do :Do .Oo .00 :Do :Do
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00

00 .00
.00 DO .00
00
00
00
Do '
00
.Do .oo .00 .00 .00 :Do .oo .oo .oo .oo
.00 .00 .00 .00 .00 .00 .00 0o .00 .00
00 00 .00 .00 .00 .00 00 00 00 00
.oo :Do 00 00 .oo .oo .oo .oo :Do :Do
.00 .00 .0o .00 .00 .00 .00 00 00 .00
.00 .00 .00 .00 .00 .00 .00 :Do :00 .00
.00 .00 .00 .00 .00 .00 00 .00 .00 .00

.00 .00
.00 .00 .00
.00
.00
.00
00 '
00
.00 .00 .00 .00 .00 .00 .00 .00 :Do :00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 DO .00 .00 .00 .00 .00
.00 .00 .00 .00 .Do 00 00 .00 .00 .00
.00 OD .00 .00 .00 :Do .oo .00 .00 .00
OD 00 .00 .00 00 00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 01 01

.01 .01
.01 .01 .01
.01
.01
.01
.01 '
:01
.01 .01 .01 01 01 .01 01 01 .01 01
.01 .01 .01 :01 :01 .01 .01 :01 .01 :01
.01 .01 .01 .01 ,01 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 18 .18 18
. .03 .03 .03 .03 .03
.02 .02 .02 .02 :02 .01 01 01
. .O1 .O1
.01 .01 .01 .01 .01 .01 .01 .O1 .O1 .O1

01 01
.01 .01 .01
01
.01
.01
.01 '
.01 -
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
Page 32
warrior_2yr_calibrated_nolake.out
63 LS SCS LOSS RATE
STRTL 1.39 INITIAL ABSTRACTION
CRVNBR 59.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
64 UD SCS DIMENSIONLESS UNITGRAPH
' TLAG .13 LAG
UNIT HYDROGRAPH
15 END-OF-PERIOD ORDINATES
88. 298. 405. 352. 222. 127. 77. 45. 27. 16.
9. 6. 4. 2. 1.
'
1 STATION BW5
(0) OUTFLOW ,
0. 4. 8. 12. 16. 20. 24. 28. 0. 0. 0. 0. 0.
(L) P
IPr (X
EXCESS
.00 .00 .00 .00 .00 .00 .00 .00 .10
.20 .15 DS
00
DAHRMN PER
10000
10000
10_________•
_________,____
_____,_
________,_________,_________,_________•___
______•_________ _________
_____
____
_________-
'
10003 20 , ,
10006 30
10009 40
10012 50
10015 60
10018 70
10021 So
10024 90
'
10027 100
10030 110 .
10033 120
10036 130 .-
10039 140
10042 150
10045 160
10048 170
'
10051 160
10054 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
10109 240
10112 250
10115 260
-lolls 270_... .
10121 280
10124 290
10127 300 _
10130 310 .
' 10133 320
10136 330
10139 340
10142 350
10145 360
10148 370
10151 380
10154 390
' 10157 400
.
10200 430 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10203 420
10206 430
10209 440
10212 450
10215 460
10218- 470
10221 480
' - Page 33
warrior_2yr_calibrated_nolake. out
10224 490
10227 500 .
. . . . .
10230 510 . . . . . . . ... . . . . . . . . . . .
. . .
10233 520
10236 530
10239 540
10242 550
10245 560
10248 570
10251 58D

10254 590 .
'
10257 600
10300 610 .
10303 620
10306 630
10309 640
10312 650
10315 66o
10316 670
'
10321 680
10324 690
10327 700
10330 710 . . . . . . . . . . . . .
10333 720
10336 730
10339 74o
10342 750
'
10345 760
10348 770
10351 780 ..
- 10354 790
10357 .800
10400 81D . . . . . . . . . . . . . . . . . . . . . . . .
10403 820 L,
10406 830 L,
10409 840 L,
10412 B50 L,
10415 860 L.
10418 870 L
.
10421 680 L
.
10424 890 L.
10427 900
L.
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
,L,
'
10433 920 L.
10436 930 L,
10439 940 L,
10442 950 L.
10445 960
.
L
10448 970 L
.
10451 980 L
10454 99D L,
10457 1000 L.
10500 1010 L•
10503 1020 L,
10506 1030 L.
10509 1040
.
L
10512 1050 L
.
10515 1060 L.
10518 1070 L,
'
10521 1080 L,
10524 1090 L,
10527 1100 L,
10530 1110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10533 1120 L.
10536 1130 L.
10539 1140 L•
10542 1150 L.
'
10545 1160 L.
10548 1170 L,
10551 1180 L,
Page 34
warrior_2yr_calibrated_nolake.out '
10554 1190 L.
10557 1200 L.
10600 1210. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10603 1220 L.
10606 1230 L.
10609 1240 L.

10612 1250 '
L.
10615 1260 L. -
10618 1270 L.
10621 1280 L.
10624 1290 L.
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . . . . . . . .L
.
10633 1320 L
.
10636 1330 L.
10639 1340 L.
10642 1350 L.
- 10645 1360 L.
10648 1370 L.
10651 1380 L.
10654 1390 L.
10657 1400 L.

10700 1410 . . . . . . . . '
. . . . . . . . . L.
10703 1420 L.
10706 1430 L.
10709 1440 L.
10712 1450, .. L.
10715 1460 L.
10718 1470 L.
10721 1480 L.
10724 1490 L.

10727 1500 '
L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10733 1520 L.
10736 153a L.
10739 1540 L.
10742 1550 L.
10745 1560 L.
10748 1570 L.
10751 1580 - L.
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10803 1620 L.
10806 1630 L.
10809 1640 L.
10812 1650 L.
10815 1660 L.
-
---10818-1670_ __.._ _ .__. _.. .. ._. .. ..._. _.. _... __•.__.. :._ __ __ ._..._ ..._._ _._ L:_ _.. .__ ....... ... ..... _ __.__. _.._.
10821 1680 L.
10824 1690 L.
108271700 L.
10830 1710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10833 1720 L.
10836 1730 L.

10839 1740 '
L. -
10842 1750 L.
10845 1760 L.
• 10848 1770 L.
108511780 L.
10854 1790 L.
10857 1800 L.
10900 1810. :L.

10903 1820 '
L.
10906 1830 L.
10909 1840 L.
10912 1850 L.
10915 1860 L. -
10918 1870 L.
109211880 L.
Page 35
warrior_2yr_calibrated_nolake. out
10924 1890 L.
10927 1900 L.

10930 1910.
L. '
10933 1924 L.
10936 1930 L.
10939 1940 L.
10942 1950 L.
10945 1960 L.
10948 1970
10951 1960 L.
L.

10954 1990
L. '
10957 2000 - L.
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11003 2020 L.
11006 2030 L.
11009 2040 L.
11012 2050 L.
11015 2060 - L.
11018 2070 L.
11021 2080 L.
11024 2090 L
.
11027 2100 L
.
11030 2.3-10 . . . . . . . . . . . . . . . . .L.
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
11042 2150 .. LL.

11045 2160
LL. '
11048 2170 .. LL.
11051 2180 LL.
11054 2190 - LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL.
11127 2300 LLL.
11130 2310. .LLL.

11133 2320
LLL. '
11136 2330 LLL.
11139 2340 LLL.
11142 2350 LLL.
11143 2360 _ LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
2390
11154 LLLLLLLLLLLLL.

,
11157 2400
LLLLLLLLLLLLL. '
11200 2410 . . . . . . . . . . . . . . . . . . . .LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 243.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11209 244. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
11212 245. .O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL)O=
11215 246 .O

. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXXX
.
11218 247
. O LLLLLX.
11221 248. O - LLLLLX.
11224 249. O LLLLLX.
11227 250. .0 LLLLLX.
11230 251. . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLLLLX.
11233 252 O
. LLLX.
11236 253
. 0 LLLX.
11239 254. 0 LLLX.
11242 255. O LLLX.

11245 256 0.
.
LLLX. ,
11248 257
. O LLX.
11251 258. O LLX.
Page 36
warrior_2yr_calibrated_nolake.out
11254 259. O LLX.
11257 260. O LLX.
11300 261. . . . . O. . . . . . . . . . . . . . . . . . LLX.
11303 262. o Lx.
11306 263. O LX.
11309 264. o LX.
'
11312 265. o LX.
11315 266. O LX
.
11318 267. D LL
.
11321 268. o LL
.
11324 269. .o .. LL
.
11327 270. .0 LL.
11330 271. .0. LX.-
11333 272. .0 LL
.
11336 273. o LL
.
'
11339 274. O LL.
11342 275. 0 LL.
11345 276. O LL.
11348 277. o. L.
11351 278. O. L.
11354 279. O. L
11357 280. O L.
11400 281. 0 L.
'
11403 282. 0 L.
11406 283. 0 L
.
11409 284. O - L
.
1143,2 285. O L
.
11415 286. O L
.
11418 287. O L.
1142 288. O L.
11424 289. O L.
'
11427 7 290. O L.
11430 291. . . .O. . .L:
11433 292. o L.
11436 293. O L
.
11439 294. o L
.
11442 295. O L.
11445 296. o L.
11448 297. O L
.
'
11451 298. 0 L
.
11454 299. o
-
- • . . L.

11457 300.__
___p------------- ,
---------
---------
--------- ,
_________,
__
-------
- -------- ......... ......... ................ ..
L,
1
' 65 KK * BW7
I 66 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
67 BA SUBBASIN CHARACTERISTICS
' TAREA 1.08 SUBBASIN AREA
PRECIPITATION DATA
12 PE STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
' Page 37
warrior-2yr_calibrated_nolake. out
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 00 .00 00 00 .00 .00 .00
I .00 .00 .00 :Do .00 .00 :Go .00 .00 .00
.00 .00 .00 00 .00 .00 .00 .00 .00 .00
0o .00 .00 :Do .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 Do- .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 00 00 .00 .00 .00 .00 .00
' .00 .00 .00 :Do :Do .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 - .00 .00 .00
.00 .00 .00 .00 - .00 .00 .00 .00 .00 .00
.00 .00 .00 00 .00 .00 .00 .00 .00 .00
.00 .00 .00 :00 .00 .00 .00 .00 .00 .00
.00 .DO .OD .00 .00 .00 .DO .00 .00 -.00
' .00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.01 .01 .01 .ol .01 .01 .01 .01 .O1 .01
.01 .01 .01 .01 01
. .01 01 .01 .01 .O1
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07- .07 .07 .07 .07
.18 .18 .18 .18 18 .03 .03 ,03 03 .03
.02 .02 .02 .02 :02 01 .01 .01 :01 .01
.01 .01 .OS .01 .01 .01 .O1 .O1 .01 .01
I .01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 01 .01 .01 .01 .01 .01 .01
.01 .01 .01 :01 .01 .00 .00 .00 .00
68 LS SCS LOSS RATE -
STRTL 1.28 INITIAL ABSTRACTION
CRVNBR 61.00 CURVE NUMBER
I RTIMP .00 PERCENT IMPERVIOUS AREA
69 UD SCS DIMENSIONL ESS UNITGRAPH
TLAG .26 LAG
UNIT HYDROGRAPH
28 END-O F-PERIOD ORDINATES
152. 459. 952. 1504. 1787. 1820. -1666• 1421. 1071. 772.
577. 442. 334. ? 248. 187. 139. 104. 79. 60. 45.
34. 25. 19. 16. 12. 8. 5. 2.
- 1 STA TION BW7
(O) OU TFLOW
0. 40. 80. 120. 160. 200. 0. 0. 0. 0. 0. 0. 0.
(L) PRECIP, ( EXCESS
I
00 00 00 00 00 00 00 00 zo is to .05 00
DAHRMN PER
100 0 10__ _______,_________, _________, _ ________,_________, _____ - - _--
10003 20
10006 30
- 10009 40 ..
10012 50
10015 60
'
10018 70
10021 80
10024 90
10027 100
10030 110 . . . . . . . . . . . . . . . . . . . .
10033 120
10036 130
10039 140
'
10042 150
10045 160
10048 170
Page 38
warrior-2yr_calibrated_nolake.out
10051 180
10054 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .
10103 220
10106 230

10109 240 I
10112 250 -
10115 260
10118 270
10121 280
10124 290
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . ...

10133 320 '
10136 330 .
10139 340
10142 350
10145 360 -
10148 370
10151 380
10154 390
10157 400

10200 410 . . '
. . . . . . . . . .
10203 420
10206 430
10209 440
' 10212 4S0
10215 460
10218 470 .
10221 480

10224 .490 '
10227 500
10230 510 . . . ... . . . . . . . . . . .
10233 520
10236 530
10239 540
10242 550
10245 560

10248 570 '
10251 580
10254 590
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10303 620
10306 630
10309 640
10312 650
_.10315.__660 ___.__... _. _. ._ ....._.... _._ _ ._ - .... ... ._ .. _.... .._. .. .. :._.___ _ .......... .._ _... _ _ . _.. .. __ .
10318 670
10321 680
10324 690
10327 700
10330 710 . . . .
10333 720

10336 730 '
10339 740
10342 750
10345 760
10348 770 -
10351 780
10354 790
10357 800

10400 810 . . . . . . . . '
. . . . . . . . . . . . . . .
10403 820 L,
10406 830 L.
10409 840 L, -
10412 850 L.
10415 860 : L
.
10418 870 L
,
Page 39
warrior_2yr_calibrated_nolake.out
10421 880 L.
10424 890 L.
10427 900 - L.
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 - L.
10436 930 L.
10439 940 -
.
L
10442 950 L
,
10445 960 - L.
10448 970 L.
10451 980 L,
10454 990 L.
10457 1000 L.
10500 1010 . . . . . . . . . . .L
.
10503 1020 L
,
10506 1030 L.
10509 1040 L
.
10512 1050
' L
,
10515 1060 . L.
10518 1070 L,
10521 1080 t
.
10524 1090 L
,
10527 1100 - - L,
10530 1110 . . . . . . . . . . . ... .. L.
10533 1120 L
.
10536 1130 L
,
10539 1140 L.
10542 1150 L,
10545 1160 L
.
10548 1170 L
,
10551 1180 L.'
10554 1190 : L
.
10557 1200 L
,
10600 1210 . . . . . . . . .L.
10603 1220 L,
10606 1230 .. L
.
10609 1240 - L
,
10612 1250 L.
10615 1260 L.
10618 1270 L.
10621 1280 L,
10624 1290 L.
10627 1300 - L.
10630 1310 . . . . ... . . . . . . . . . . ... L,
10633 1320 L.
10636 1330 - L.
10639 1340 L.
10642 1350 L.
10645 1360 L.
10648 1370 L,
10651 1380 L
.
10654 1390 .. L
.
10657 1400 - L.
10700 1410 . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10703 1420 L,.
10706 1430 L
.
10709 1440 - t
,
10712 1450 L.
10715 1460 L,
10718 1470 L.
10721 1480 L.
10724 1490 .. L.
10727 1500 L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . L-
10733 1520
- L.
10736.1530 L,
10739 1540 L
.
10742 1550 - L
,
10745 1560 L.
10748 1570 L.
Page 40
' warrior_2yr_calibrated_nolake
out
1075 1580 .
L
.
10754 4 1590 L
.
10757 1600 L.
30800 1610 . . . . . . . . . . . . . .L.
10803 1620 L.
10806 1630 L.
10809 1640 L.
'
10812 1650 L.
10815 1660 L.
10818 1670 L.
108211680 L.
10824 1690 L.
10827 1700 L.'
- 10830 1710 .L.
10833 1720 L.
'
10836 1730 L.
10839 1740 L.
10842 1750 L.
10845 1760 L.
10848 1770 L.
108511780 L
.
10854 1790 L

10857 1800 ..
L.
I
10900 1810 . . . . . . .
.L.
10903 1820 L.
10906 1830 L
.
10909 1840 L
.
10912 1850 L.
10915 1860 L.
10918 1870 L.
10921 1880 L.
I
10924 1890 L.
10927 1900 L.
10930 1910 .L.
10933 1920 L.
10936 1930 . L.
10939 1940 L
.
10942 1950 L
.
10945 1960 L.
I
10948 1970 L.
10951 1980 L.
10954 1990 L
.
10957 2000 L
.
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11003 2020 L.
11006 2030 L
11009 2040 L.
11012 2050 L.
11015 2060____. _ _-: -- _. _. ._ _ .. ;. _._.._ .__._... ........ ?__ ... _.._ __... ... _ .. ... _._ L.r_
11018 2070 L.
11021 2080 L.
11024 2090 L.
11027 2100 L.
11030 2110 ., .L.
11033 2120 LL.
'
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.
. . . . . . .
11100 2210 . . . . .
LL.
'
11103 2220 LL.
11106 2230 LL.
11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL.
Page 41
warrior_2yr_calibrated_nolake.out
11121 2280 LLL.
11124 2290 LLL.
'
11127 2300 LLL.
11130 2310 . LLL.
11133 2320 LLL.
11136 2330 LLL.
11139 2340 LLL
.
11142 2350 LLL
.
1,1145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
I
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . . . . . . . . . .LLLLLLLLLLLLL
.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX
.
11206 243.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11209 244. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXx(.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLX)00=.
1121S 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXXXX
.
'
11218 247. O LLLLLX
.
11221 248. 0 LLLLLX.
11224 249. o LLLLLX.
11227 250. O LLLLLX.
11230 251. o . . . . . . . . . . . . . . . . . . . . LLLLLX.
11233 252. 0 LLLX
.
11236 253. o
LLLX
.
11239 254. 0 LLLX.
I
11242 255. .o LLLX.
11245 256. 0 .
LLLX.
11248 257. O LLX.
11251 258. 0 LLX.
11254 259. .0 LLX.
11257 260. 0. LLX.
11300 261. . . . o
. . . . . . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.LLX.
11
303 262. O LX.
I
11306 263. 0 LX.
11309 264. '
0 .
.
.
.
.
Lx.
11312 265. o LX.
11315 266. O LX.
11318 267. o LX.
11321 268. 0 LX.
11324 269. 0 LX.
11327 270. o LX.
I
.
11330 271. . .
. . . . . . . . .
. o . . . . . . . . . .
Lx.
11333 272. .o Lx.
11336 273
. .0 LX
.
11339 274
. .O Lx
.
11342 275. 0 LX..
11345 276. 0 Lx.
11348 277. 0 L.
11351 278. 0

. L.
.
11354 279. 0
. L.
11357 280. 0. L.
11400 281. .0. .L
.
11403 282. O L
.
11406 283. o L.
11409 284. o L.
11412 285. O L.
11415 286. 0 L.
'
11418 267. o L.
11421 288. O L.
11424 289. O L.
11427 290. O . L.
11430 291. .o. L.
11433 292. o L.
11436 293. o L.
11439 294. 0 L.
I
11442 295. O L.
11445 296. 0 L.
11448 297. 0 L.
Page 42
warrior_2yr_calibrated_nolake.out
11451 298. O L.
11454 299. O L.
11457 300. ___--0-------------•---------•---------•---------•---------•-------- -•---------• ---------• --------- •-------"•--------L.
1
xxx xxx xxx
xxx xx+ +++ xxx xxx +xx x++ x++ +x+ +++ x+x xx x+ xxx xxx xxx
+xx xxx +++
+++ xxx +
++ +xx xx
x xxx xxx xx
x +++

70 KK +xx++xxx+xx+ .
xxxx++x..ax+xx

71 KO
OUTPUT CONTROL VARIABLES '
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST2 BW5 BW7
73 HC HYDROGRAPH COMBINATION

ICOMP 3 NUMBER OF HYDROGRAPHS TO COMBINE
+x+ I
HYDROGRAPH AT STATION JCT02

PEAK FLOW
TIME MAXIMUM AVERAGE FLOW '
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 458. 12.85 100. 40. 40. 40.
(INCHES) .183 .183 .183 .183
(AC-FT) 50. 50. So. 50.

xxx xxx xxx
CUMULATIVE AREA = 5.11 SQ MI
xxx xxx +xx xxx xxx x+x +++ +++ +xx +++ ++x ++x xxx xx+ xxx xxx xxx

xxx xxx++x

xx+ +++ +

++ xxx xx

x xxx xxx xxx xx '

x x++

74 KK +xx+xxx+xx++x+
ST3 x ?
75 KO OUTPUT CONTROL VARIABLES
I PRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL '
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE FROM JCT02 To JCT03
HYDROGRAPH ROUTING DATA
77 RK KINEMATIC WAVE STREAM ROUTING
L 760. CHANNEL LENGTH

S .0070 SLOPE '
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS

Page
43 '
warrior_2yr_calibrated_nolake. out .
COMPUTED KINEMATIC PARAMETERS I
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX. PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY
(MIN) (FT) (CFS) (MIN) (IN) (FPS)

-
MAIN .52 1.42 .90 253.33 456.70
772.75
.18
5.37 I
CONTINUITY SUMMARY (AC-FT) - INFLOW- .4976E+02 EXCESS- .0000E+00 OUTFLOW= .4932E+02 BASIN STORAGE- . 4820E+00 PERCENT ERROR= -.1
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
x+x MAIN
++ .52 xxx 1.42 3x00 + 447.63
774.00
.18
'
HYDROGRAPH AT STATION ST3
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR

+ (CFS)
(HR) '
(CFS)
+ 448. 12.90 99. 40. 40. 40.
(INCHES) .181 .181 .181 .181
(AC-FT) 49. 49. 49. 49.

+++ x+x xxx CUMULATIVE AREA - 5.11 SQ MI
++x +++++x ++x +++ x++ ++x xx+ ++x +xx xxx xxx xxx xxx x++ +++ +++
+++ ++x ++x
x+x xx+ +
xx xxx x+
+ +++ +++ +++ ++ I
+ ++x
78 KK +++++x++++6++x '
79 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL O. HYDROGRAPH PLOT SCALE

SUBBASIN RUNOFF DATA '
80 BA SUBBASIN CHARACTERISTICS
TAREA21 SUBBASIN AREA
PRECIPITATION DATA

12 PE
STORM 2.71 BASIN TOTAL PRECIPITATION '
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 00 .00 .00 .00 .00 00 .00 .00 .00
00 :Do .00 .00 .00 .00 .oo .00 .00 .00
:Do DO .00 .00 .00 .oo .00 .00 .00 .00
.00 00 .00 00. .00 .00 .00 .00 .00 .00
.00 .oo .00 .00 .00 .00 .00 :Do .oo .00

.00 .00 .00 .00 .00 .00
.00
.00
.00
.00 I
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
Page 44
' warrior_2yr_calibrated_nolake. out
.00 .00 :00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 - .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 00 .00 .00 .00 .00 .0o .00
.00 .00 .00 :Do .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 : Do .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.O1 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .O1 .01 .01 .01 .01 .01 .01 .01 .01
' .01 .O1 .01 .01 .01 .01 .01 .01 .01 .01
.02 .02 .02 .02 ..02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 :02 .02 .02 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 01
. .O1 01 .01 .01 .01 .01
.O1 .01 .01 .O1 .O1 .00 .00 .00 .00
'
81 LS SCS LOSS RATE
STRTL 1.57 INITIAL ABSTRACTION
CRVNBR 56.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
82 UD SCS DIMENSIONLE SS UNITGRAPH
'
TLAG
.16
LAG +#*
UNI T HYDROGRAPH '
18 END-OF-PERIOD ORDINATES
90. 300. 514. 544. 449. 295. 184. 121. 77. 50.
32. 21. 13. 8. 6. 4. 2. 1.
1 STATION BW6
' (0) OUT FLOW
0. 4. 8. 12. 16. 20. 24. 0. 0. 0. 0. 0.. 0.
(L) PR P, (X
EXCESS
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 10 OS 00
DAHRMN PER
10000 10--__ _____,_________,_ ________,_ ________,_ ________. _________,_________,_ ________,_ ________,_ ________,_ _____ ___,_______ __,
10003 20
10006 30
10009 40
...._._. ._ _.... ...., 10012-
....
-- -50 - -
_ _... _._ _._
...
- " _.
.....
...... .
... _, _
_ ._ ..... ... .......... ....
10015 60
10018 70
10021 80
10024 90
10027 100
.
10030 loo .
. . . . . . . . . . . . . . . . . . . .
'
10033 12o
10036 130
10039 140
10042 150
10045 160
10048 170
10051 180
10054 190
'
10057 200 . .

lobo .
z1o . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
10109 240
10112 250
10115 260
' Page 45
warrior_2yr_calibrate d_nolake. out
10118 270
10121 280
'
10124 290
10127 300

10130-
310 . °
10133 320
10136 330
10139 340
10142 350
10145 360
'
10148 370
10151 380
10154 390
10157 400
10200 410 . . . . . . . . .
10203 420
10206 430
10209 440
'
10212 450
10215 460

10218
470 .
10221 480
10224 490
10227 500
10230 510
10233 520
'
10236 530
10239 540
10242 550
10245 560
10248 570
10251 580
10254 590
10257 600 .
10300 .
610 . . . . . . . . . . . . . . . . . . ...
'
10303 620

10306
630 .
10309 640
10312 650
10315 660
10318 670
10321 680
10324 690
10327 700
10330 710 .
10333 720
10336 730
10339 740
10342 750
10345 760
10348 770
I
1035 780

10354 4
790 .
10357 800
10400 810 .. .
10403 820 - L.
'
10406 830 L
10409 840 L.
10412 85o L
.
'
10415 860 .
L
10418 870 L.
10421 880 L.
- 10424 890 L.
10427 900 L.
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L.
'
10439 940 L.
10442 950 L.
10445 960 L.
Page 46
warrior-2yr_cal i b rated_nol ake. out
10448 970 L.
10451 980 L.
10454 990 L.
10457 1000 L.
10500 1010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' . L .
10503 1020 L.
10506 1030 L.
10509 1040 L.
10512 1050 _ L.
10515 1060 L.
10518 1070 L.
10521 1080 L.
10524 1090 - L.
10527 1100 L.
10530 1110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L .
10533 1120 L.
10536 1130 L.
10539 1140 L.
10542 1150 L.
10545 1160 L
.
10548 1170 L
.
10551 1180 L.
10554 1190 L.
10557 1200 L.
10600 1210 . . . L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 1250 L
.
10615 1260 L
.
10618 1270 L.
10621 1280 L.
10624 1290 L:
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10633 1320 L.
10636 1330 L.
10639 1340 : L.
10642 1350 L.
10645 1360 L.
10648 1370 L.
10651 1380 L.
10654 1390 L.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..L.
10703 1420 L.
10706 1430 L.
10709 1440 - L.
.._..__.__707127450 ._ _.. _:. .__. .. ._ _. .. ._... _.._ :.._.. _.. ...... _.. _. _:. .. .__ _.._ _. .. .. ,__. ..._ _.. ... .____. C._. .. ". ._.
10715 1460 L.
10718 1470 L.
10721 1480 L.
10724 1490 L.
10727 1500 - L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10733 1520 L.
10736 1530 L.
10739 1540 L.
10742 1550 L.
10745 1560 L.
10748 1570 L.
10751 1580 L.
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L .
10803 1620 L.
10806 1630 L.
10609 1640 L.
10812 1650 L.
10S15 1660 L.
Page 47
warrior_2yr_cal i brated_nol ake. out
10818 1670 L.
10821 1680 L.
10824 1690 L.
10827 1700 L.
10830.1710 ." L.
10833 1720 L.
10836 1730 L
.
10839 1740 L
.
10842 1750 L.
10845 1760 L.
10848 1770 .. L.
10851 1780 L.
10854 1790 L
.
_
10857 1800 L
.
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10903 1820 L.
10906 1830 L
.
10909 1840 L
.
10912 1850 L.
10915 1860 L.
10918 1870 L.
10921 1880 L.
10924 1890 - L.
10927 1900 L.
10930 1910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10933 1920 L
.
10936 1930 L
.
10939 1940 L.
10942 1950 L
.
10945 1960 L
.
10948 1970 L.
10951 1980 - L.
10954 1990 L.
10957 2000 .. L.
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11003 2020 L
.
11006 2030 L
.
11009 2040 L.
11012 2050 L.
11015 2060 L.
11018 2070 L.
11021 2080 .. L.
11024 2090 L.
11027 2100 L.
11030 2110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
11042 Z150 LL.
11045 2160 LL.
11048 2170 LL
.
11051 2180 LL
.
11054 2190 LL
.
11057 2200 - LL
.
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL.
11103 2220. LL.
11106 2230 LL.
11109 2240 LL.
11112 2250 LL
.
11115 2260 LL
.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL.
11127 2300 - LLL.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLL.
11133 2320 LLL
.
11136 2330 LLL
.
11139 2340 - LLL.
11142 2350 LLL.
11145 2360 LLL.
Page 48
' warrior_2yr_calibrated-nolake
out
11148 2370 .
LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 24
10

.LLLLLLLLLLLLL.
11203 2420 20 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
'
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11209 244.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11212 245. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX(.
11215 246. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL)OM
W18 247. O LLLLLX.
11221 248. O LLLLLX.
11224 249. LLLLLX.
11227 250. O LLLLLX.
o .
11230 251. . 0 .
• . . ...
LLLLLX.
'
11233 M. D :
LLLx.
11236 253. O LLLX.
11239 254. 0 LLLX.
11242 255. 0 LLLX.
11245 256. O LLLX.
11248 257. 0 LLX.
11251 258. O LLX.
11254 259. 0 LLX.
'
11257 260. O LLX.
11300 261. . .0. . .LLX.
11303 262. O
. LL.
11306 263. .
0 LL
.
11309 264. 0 LL
.
1133,2 265. o LL.
11315 266. 0 LL.
3.1318 267. o LL.
11321 268. 0 LL
.
11324 269. o LL
.
11327 270. O LL.
11330 271. O . . . . . . . . LL.
11333 272. o LL.
11336 273. O LL.
11339 274. O LL:
11342 275. O LL
.
11345 276. O LL
.
11348 277. o L.
11351 278. o L
.
11354 279. .O L
.
11357 280'. .O L.
11400 281. .o. L.
11403 282 .0
.
L
11406 283. 0 L
11409 284. 0 L
...._.._._.__-_11412 285...... . _ .._0_. ._._ ..: ....._ ......._.. . ._... ... .. c. _. __ _.. .. ,...._ __... _. ._ .. .... _... ...... .. L. __ . .... ....... ._ _. ..... _... .__ .. ....... _.. .. .
11415 286. O L.
11418 287. O L.
- 11421 288. O L
.
11424 289. 0. L
.
11427 290. 0. L
11430 291. . .
...
.D. L.
'
11433 292. :
0. :
L.
11436 293. o, L
.
11439 294. 0. L
.
11442 295. o L.
11445 296. o L.
11448 297. 0 L.
1145 298 . o L.
11454 4 2999. O .
- . L.
'
--------- •-------------------
11457 300.------0-•--------- ----------- --------•---------•--------- -- L.
-------•---------•----
1
.............x.... xx.......... xx.....x. ............ x.x ...... x.............. xxx ..............a ... .xx
Page 49
warrior_2yr_calibrated_nolake.out
' 83 KK *xxJCT03x*
84 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT O PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST3 & BW6
86 HC HYDROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
t x*x xx*HYDROGRAPH AT STATION JCT03
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14,95-HR
+ (CFS) (HR)
(CFS)
+ 456. 12.90
102.
41. 41. 41.
' .
17
(INCHES) .179 .179 .179 .179
(AC-FT)' 51. 51. 51. 51.

' ... ..x xxx CUMULATIVE AREA - 5.32 SQ MI
x.x x.r ... ... ... ... ... xxx xx. xxx .xx ... xxx x.+ ... ... ...
... ..?
87 KK ST4
88 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT O PLOT CONTROL
QSCAL 0.. HYDROGRAPH PLOT SCALE
ROUTE FROM JCT03 TO JCT04
HYDROGRAPH ROUTING DATA
I
90 RK KINEMATIC WAVE STREAM ROUTING
L 3850. CHANNEL LENGTH
S .0050 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD. 5.00 BTTOMWIDTH OR DIAMETER
O
' Z 1.00 S
IDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
' COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN 15 'A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO
PEAK
(MIN) (FT) (CFS) (MIN)
Page 50
VOLUME MAXIMUM
CELERITY
(IN) (FPS)
warrior_2yr_calibrated_nolake.out '
MAIN .44 1.42 3.00 962.50 455.21 783.74. .17 4.76
CONTINUITY SU MMARY (AC-FT) - INFLOW= .5077E+02 EXCESS= .0000E+00 OUTFLOW- .4762E+02 BASIN STORAGE= .3404E+01 PERCENT ERROR- -.5

INTERPOLATED TO SPECIFIED COMPUTATION' INTERVAL '

xa
x MAIN
*aa .44 1.42 3.00 450.46 783.00 .17
HYDROGRAPH AT STATION ST4
PEAK FL OW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 450. 13.05 95. 38. 38. 38.
(INCHES) .166 .166 .166 .166

CAC-FT
47.
47. 47.
47. '

axx axx
axx a CUMULATIVE AREA -
xx xxa xax xxx axa aaa aaa xa 5.32 SQ MI
a **• axx aaa aaa xaa aaa a
aa aaa aaa aa
a aaa aaa
aaa aaa a*
* aaa aaa
aaa a
aa aaa aaa aaa

91 KK axaaaaxaaaa
BW8 '
92 KO OUTPUT CONTROL VARIABLES

IPRNT
4
PRINT CONTROL '
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
93 BA SUBBASIN CHARACTERISTICS
TAREA 1.68 SUBBASIN AREA
PRECIPITATION DATA. ._.
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 00 .00 .00 .00 .00 .00 .00
.00 .00 :DO :00 .00 .00 .00 .00 .00 .00

.00
.00
.00 .00 .00
.00
.00
.00
.00
.00 '
.00 .00 .00 .00 00
. .00 .00 .00 .00 .00 .
.00 .00 .00 .00
.00 .00 .00 .0o :Do 00
.DO .00 .OD .00 .00 .00 .00 .00 .00 .DO
.00 .00 .00 .00 .00 .00 .00. .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 :00 .00 .00 .00

.00
.00
.00 .00 .00
.00
.00
.00
.00
.00 '
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .DD .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .Do
.00 .00 .00 .00 .00 .,00 .00 .00 .00 .00
Page 51
warrior_2yr_calibrated-nolake. out
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 00 .00 .00 .00 .01 .01 .01 .01 01

.01
:01
.01 .01 .01
.01
.01
.01
.01
:01 '
'.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .O1 .01 .O1 .01 .O1 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 :18 .18 - .03 .03 .03 .03 .03
02
. .02 .02 .02 .02 .01 .01 .01 .01 .01
.Ol .01 .01 .01 01 .01 .01 01 01 01

.01
.01
.01 .01 .01
.01
.01-
.01
.01
:01 '
- .01 01 .O1 01 .01
. .O1 .01 .01 .01 .01
.01 .01 .O1 .01
.O1 :Do .DD .00 .00
94 LS SCS LOSS RATE
STRTL 1.51 INITIAL ABSTRACTION
CRVNBR 57.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA

95 UD
SCS DIMENSIONL
ESS UNITGRAPH '
TLAG .36 LAG
UNIT HYDROGRAPH
38 END-OF-PERIOD ORDINATES
107. 324. 628. 1069. 1559. 1913. 2090. 2101. 2001. 1816. -
1585. 1286: 995: 800. 645. 531. 432. 350. 282. 227.
185. 149. 119. 98. 79. 64. 52. 42. 34. 28.
23. 19. 16. 13. 10. 7. 4. 1.
1 STATION BW8
(O) OUTFLOW
0. 20. 40. 60. 80. 100. 12 0. 140. 0. 0. 0. 0. 0.
(L) PRECI P, (X) EXCESS

.00
.00 .00
.00
.00 .00 .
00 .00
.20
.15
.10 '
.05 .00
DAHRMN PER '
10DOO 10---------•---------• ---------•- --------•------------------ -•---------•- --------• - -
-------- -
- - --- ---•---------•
10003 20
10006 30
10009 40
10012 So
10015 60
10018 70
10021 80
.10024 90
10027 100 .
10030 llo . . . . . . . . .
10033 120 ..
10036 130
10039 140

10042
150 '
10045 160
10048 170
10051 180
10054 190
10057 200
10100 210 . . . .
10103 220

10106
230 '
10109 240
10112 250
10115 260
10118 270
10121 280
10124 290
10127 300

10130
310 '
10133 320
10136 330
Page 52
I warrior_2yr_calibrated_nolake
out
10139 340 :
10142 350
10145 360
10148 370
10151 380
10154 390
10157 40o .
.
I
10200 410 .
. . . . . . . . . . . . . . . .
. . . .
. . .
10203 42o
10206 430
10209 440
10212 450
10215 460
10218 470
10221 480
'
10224 490
10227 500

10230 510 . .
10233 520
10236 530
10239 540
10242 550
10245 560
I
10248 570
1025 580
10254 4 590
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10303 620
10306 630
10309 640
I
10312 650
10315 66c'
10318 670
10321 680
10324 690
10327 700
10330 710
10333 720
I
10336 730
10339 740
10342 75o
10345 760
10348 770
10351 780
10354 790
10357 So"
10400 810 .
. .
.
-10403 ...820.._.... _.... __........ .._ _. _. :...... . . .:. ..
_ .. '__' .. _ _.... _ - -- ..... . - - - - .L: .. ._. ._ _. ..... ....._.__ ...... ..., - ---
10406 830 L.
10409 840 L
.
10412 850 L
.
10415 860 L
.
10418 870 L
.
1042 880 L
10424 890 L.
'
10427 7 900 L.
10430 910 .L
.
10433 920 L
.
10436 930 L.
10439 940 L
.
10442 950 L
.
10445 960 L.
10448 970 L.
'
10451 980 L.
10454 990 L
.
10457 1000 L
.
10500 1010 . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
'
10503 1020 L.
10506 1030 L.
Page 53
warrior_2yr_calibrated_nolake, out
10509 1040 L.
10512 1050 L.
10515 1060 L.
'
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10533 1120 L.
10536 1130 L.
10539 1140 L.
'
10542 1150 L.
10545 1160 L.
10548 1170 L
.
10551 1180 L
.
10554 1190 L.
10557 1200 L.
- 10600 1210 .L.
10603 1220 L.
'
10606 1230 L.
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 L.
10621 1280 L.
10624 1290 L.

10627 1300 L
.
'
. . . . . . . . . .
10630 1310 . . . . . .
L.
10633 1320 L
.
10636 1330 L
.
10639 1340 L.
10642 1350 L
.
10645 1360 L
.
10648 1370 L.
10651 1380 L.
'
10654 139" L.
10657 1400 L.
10700 1410 .L
.
10703 1420 L
.
10706 1430 L.
10709 1440 L.
10712 1450 L.
10715 1460 L.
'
10718 1470 L.
1072 1480 L.
10724 4 1490 L
.
10727 1500 L
.
10730 1530 . . . . . . . . . . . . . . . . . . L
.
10733 1520 L
.
10736 1530 L
.
10739 1540 L
.
10742 1550 L.
'
10745 1560 L.
10748 1570 L.
10751 1580 L.
10754 1590 L.
10757 1600 L.
10800 1610 L.
10803 1620 L.
10806 1630 L.
'
10809 1640 L.
10812 1650 L.
10815 1660 L.
10818 1670 L.
10821 1680 L.
10824 1690 L.
10827 1700 L.
10830 1710
. . . . . . . . . . . .
. . . . .
L.
'
10833 1720 L.
10836 1730 L.
Page 54
warrior_2yr_calibrated_nolake. out - '
10839 1740 L.
10842 1750 L.
10845 1760 L.
10848 1770 L,
108511780 L,
10854 1790 L.
10857 1800 L.

10900 18lo . .
. . . . . . . . . . . . . . . .
. L. '
10903 1820 L.
10906 1830 L,
10909 1840 L.
10912 1850 L.
10915 1860 .. .L.
10918 1870 L.
109211880 L.

10924 1890
L. I
10927 1900 L.
10930 1910 .' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L,
10933 1920 L.
10936 1930 L,
10939 1940 L.
10942 1950 _ L.
10945 1960 L.

10948 1970
L. I
109511980 L.
10954 1990 L.
10957 2000 L,
11000 2010 . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
11003 2020 . L.
11006 2030. L.
11009 2040 L

11012 2050
L. '
11015 2060 L.
11018 2070 L.
11021 2080 L.
11024 2090 L.
11027 2100 L.
11030 2110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
11033 2120 LL.

11036 2130
LL. I
11039 2140 LL.
11042 2150 LL,
11045 2160 LL.
11048 2170 LL.
11051 2180 LL,
11054 2190
11057 2200
LL
111002210. . .. . . . . . . . . .
.
.
.
•
'
: I

111032220 ..
.
..
_
.
..
....
.. _. __ ... _ .. ..
11106 2230 LL.
11109 2240 LL.
11112 2250 LL,
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.

11124 2290
LLL, '
11127 2300 LLL,
11130 2310 . . . . . . . .. . . . . . . . .LLL.
11133 2320 LLL.
11136 2330 LLL,
11139 2340 - LLL,
11142 2350 LLL,
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL,

11151 2380
LLLLLLLLLLLLL. '
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . LLLLLLLLLLLLL.
.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 - LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
Page 55 '
warrior_2yr_calibrated_nolake out
.
11209 244.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
1121S 246, 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.

11218 247.
0
LLLLLX. '
11221 248. 0 LLLLLX.
11224 249. O LLLLLX.
11227 250. - 0 LLLLLX,
11230 251, . . . . . 0 . . . . . . . . . . . LLLLLX.
11233 252. - 0 LLLX.
11236 253, O LLLX,
11239 254. o LLLX.

11242 255.
0
LLLX, '
11245 256. O - LLLX.
11248 2S7. 0 LLX.
11251 258. O LLX,
11254 259. 0. LLX.
11257 260. o LLX,
11300 261 . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . .LLX.
11303 262. 0 LL.

11306 263.
0
LL, '
11309 264. o LL.
11312 265, o LL,
11315 266. 0 .. LL.
11318 267. 0 LL,
11321 268. O LL.
11324 269. 0 LL.
11327 270. O LL.

11330 271.
O. . . .
. . . . . . . . . . . . . . . . . LL. '
11333 272, 0 LL,
11336 273. 0 LL.
11339 274. O LL,
11342 275. o .. LL.
11345 276, O LL.
11348 27 0 - L.
113512788' . o . L.

11354 279.
0
L. '
11357 280, 0 L.
11400 281. 0 . . . . . . . . . . .. L.
11403 282. o - L.
11406 283. .o L.
11409 284. - O L.
11412 285. 0 L,
11415 286. O. L.

' 11418 287.
0.
L. '
11421 288. 0 L.
11424 289. O
L.
.
11427 290. O - L,
11430 291. . . . . . . . .O. L.
11433 292. o L,
11436 293. 0 L.
11439 294 . 0
L.
11442 295. 0 L,

11445 296.
o
L, '
11448 297, 0
L.
1145 298. O L

11454 4 299,
- O .
11457 300: ---- ----- 0 ----------------------------------- ------------------------------ --------------------------------------- L.
l
xxx x++ ++x xxx +xx xxx +++ +++ +++ +++ +xx xxx xxx xxx +++ + ++ x++ x++ +x+ ++x +++ +xx xxx +++ +++ +++ +xx +++ x+ +x+ xxx +xx 1
96 KK x xxxx+xSTS
+++++
?
'
Page 56 _
97 KO OUTPUT CONTROL VARIABLES warrior_2yr-calibrated_nolake.out
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL -
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE FROM BW8 TO 3CT04
HYOROGRAPH ROUTING DATA
99 RK KINEMATIC WAVE STREAM ROUTING
L 1765. CHANNEL LENGTH
S .0060 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM-NUMBER OF DX INTERVALS
COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY
(MIN) (FT) (CFS) (MIN) (IN) (FPS)
MAIN .48 1.42 2.83 588.33 127.04 763.80 .15 3.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+02 EXCESS- .0000E+00 OUTFLOW= .1330E+02 BASIN STORAGE= .4562E+00 PERCENT ERROR- .0
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
MAIN .48 1.42 3.00 126.60 765.00 .15
««« x«« xxx xxx xxx ,
HYDROGRAPH AT STATION STS
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 127. 12.75 V. 11. 11. 11.
(INCHES) .147 .147 .147 .147
...._.(AC=FT).. _. 13..._ _ _.13-_.. 13. ... .... .13:...__.
CUMULATIVE AREA = 1.68 SQ MI
xxx xxx xx+ xxx xxx xx+ xx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx x+x xxx xxx xxx xxx xxx xxx xxx xxx
xxxxxxxxxxxxx«
100 KK BW9
101 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
Page 57
warrior-2yr-calibrated_nolake.out
102 BA SUBBASIN CHARACTERISTICS
TAREA .10 SUBBASIN AREA
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .DO .00
.00 0o .00 .00 .00
.00 .00 .00. .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.02 .02 .02 .02 .02
.18 .18 .18 .18 .18
.02 .02 .02 .02 .02
.01 .01 .01 .01
- .01
.01 .01 1.01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
103 LS SCS LOSS RATE
STRTL 1.57 INITIAL ABSTRACTION
CRVNBR 56.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
104 UD SCS DIMENSIONL ESS UNITGRAPH
TLAG .14 LAG
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00. .00 .00 .00
.00 .00 .00 .00 .00
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.07 .07 .07 .07 .07
.03 .03 .03 .03 .03
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.00 .00 .00 .00
UNIT HYDROGRAPH
16 END-OF-PERIOD ORDINATES
57. 196. 290. 269. 194. 111. 69.
10. 6. 4. 2. 1. 0.
1 STATION BW9
(0) OUTFLOW
0. 2. 4. 6. 8.. 10. 12. 0.
.00 .00 .00 .00 .00 .00 .00 .00
DAHRMN PER
10000 10___-_-___•_-_____-_•--------_._-_--_---,___--____,_________•_____-___
10003 20
10006 30
10009 40
10012 50
10015 60 -
10018 70
10021 80
10024 9D
Page 58
42. 26. 15.
0. 0. 0. 0. 0.
20 .15 (L) PR10 P, (X) EXCESS
.00
- --------- --------- --------- ---------
warrior_2yr_calibrated_nolake.out I
10027 100
10030 110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10033 120
10036 130
10039 140
10042 150
10045 160
10048 170
10051 180
10054 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
10109 240
10112 250
10115 260
10118 270
10121 280 ,
10124 290
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I
10133 320
10136 330
10139 340
10142 350
10145 360
10148 370
10151 380 -
10154 390 '
10157 400 -
10200 410 .
10203 420
10206 430
10209 440
10212 450
10215 460
10218 470
10221 480 '
10224 490
10227 500
10230 510 . . . . . . . . . . . . . . . . .
10233 520
10236 530
10239 540
10242 550
10245 560
10248 570 ..
_102.51_..580.. ._ ... ._.....-... ..:. __ _. _. ... .__. _...._. _ _. _.. ._ - _.__ _.._ -_ _._ - - .....-.
10254 590 - ,
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10303 620
10306 630
10309 640 '
10312 650
10315 660
10318 670
10321 680
10324 690 '
10327 700
10330 710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10333 720 I
10336 730
- 10339 740
-10342 750
10345 760
10348 770 -
10351 760
10354 790
Page 59
warrior_2yr_calibrated_nolake. out
10357 800
10400 810 .

10403 820 '
L.
10406 830 L.
10409 840 L.
10412 850 L.
10415 860 L
.
10418 870 L
.
1042 880 L.
10424 4 890 L
.
10427 900 L
.

10430 910 . . . . . . . . '
. . . . . . . . . . . . . . .L
.
10433 920 L
.
10436 930 L.
10439 940 L.
10442 950 L
.
10445 960 L
.
10448 970 L.
10451 980 L.

10454 990 '
L.
10457 1000 L.
10500 1010 . . . . . . . . . . . . . . . . . . ... . . . .L.
10503 1020 L
.
10506 1030 - L
.
10509 1040 L.
10512 1050 - L
10515 1060 L.

10518 1070 '
L
10521 1080 L.
.
10524 1090 . L
.
10527 1100 L.
10530 1110 . . . ... . . . . . . . . . . . . . . . . . . . . . . . . .L.
10533 1120 L.
10536 1130 L.
10539 1140 L.

10542 1150 '
L
.
10545 1160 L
.
10548 1170 L
10551 1180 L.
10554 1190 L.
10557 1200 L.
10600 1210 . . . . . . . .L.
10603 1220 L. -

10606 1230 '
L
.
10609 1240 L
.
10612 1250 L
.
10615 1260 L
.
10618 1270 L.
10621 1280 L.
10624 1290 L
10627 1300 L.

10630 1310 ... '
L.
10633 1320 L.
10636 1330 L.
10639 1340 L.
10642 1350 L
10645 1360 L.
10648 1370 L
.
1065 1380 L
.

10654 4 1390 '
L.
10657 1400 L.
10700 1410 L.
10703 1420 L
.
10706 1430 L
.
10,709 1440 L.
10712 1450 L -
.
10715 1460 L
.
10718 1470 L.

10721 1480 '
L.
10724 1490 L.
Page 60
' warrior_2yr_calibrated_nolake
out
10727 1500 .
L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10733 1520 - L.
10736 1530 L.
10739 1540 L.
10742 1550 L.
10745 1560 L
.
I
10748 1570 L
.
10751 1580 L,
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L
.
10803 1620 L
.
10806 1630 L
10809 1640 L.
I
10812 1650 L,
10815 1660 L.
10818 1670 L.
10821 1680 L.
10824 1690 L.
10827 1700 L.
10830 1710 L.
10833 1720 L.
'
10636 1730 L.
10839 1740 L,
10842 1750 L.
10845 1760 L
.
10848 1770 L
.
108511780 L.
10854 1790 L
10857 1800 L.
I
. .
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.L.
10903 1820 L.
10906 1830 L
.
10909 1840 .
L
10912 1850 L
.
10915 1860 .
L
10918 1870 L.
10921 1880 L.
I
10924 1890 L.
10927 1900 L:
10930 1910 L.
10933 1920 L.
10936 1930 L.
10939 1940 L.
10942 1950 L.
10945 1960 L,
10948 1970 L.
10952 1980 ... _. _._.__. - ___ ... __ .... .. .. .._ _. ._ .. _._. _. _.,..._._ _. _ .. __ _ ... .._ _. _ __.. __.. L? _ " _ ..._. ._. __ _ ._ ... _.__ _... .. ..
10954 1990 L.
10957 2000 L.
11000 2010 . . . . . . . . . . . . . . . . . .L.
11003 2020 L.
11006 2030 L
.
11009 2040 L
.
11012 2050 L
.
'
11015 2060 L
.
11018 2070 L.
11021 2080 L.
11024 2090 L. -
11027 2100 L.
11030 2110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :L.
11033 2120 LL.
11036 2130 .
LL.
'
11039 2140 LL.
11042 2150 .
LL.
11045 2160 LL.
11048 2170 LL
.
11051 2180 LL
.
11054 2190 LL.
Page 61
warrior_2yr_calibrated_nolake.out
11057 2200 LL.
11100 2210 LL
:
11103 2220 LL
.
'
11106 2230 LL.
11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
13.118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL.
11127 2300 LLL.
'
11130 2310
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.LLL.
11133 2320 LLL.
11136 2330 .. LLL
.
11139 2340 LLL
.
11142 2350 LLL
.
11145 2360 LLL
.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
'
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11209 244.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
'
11218 247. 0 LLLLLX.
11221 248. 0 LLLLLX.
11224 249. 0 LLLLLX.
11227 250. O LLLLLX.
11230 251 . . . . . . . . . . . . . .0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLLLLX
.

11233 252.
0 .
LLLX
11236 253.' O LLLX
.
11239 254. O LLLX
.
'
11242 255. 0 LLLX.
11245 256. .0 LLLX.
11248 257. .0 LLX.
11251 258. 0 LLX.
11254 259. 0. LLX.
11257 260. 0 LLX.
11300 261. o .LLX.
11303 262. O LL.
'
11306 263. O LL.
11309 264. o LL.
11312 265. 0 LL.
11315 266. O LL
.
11318 267. 0 LL
.
11321 268. 0 LL.
11324 269. 0 LL.
11327 270. 0 LL.
11330 271. . .O. . . . . . . . . .
LL.
'
11333 272. o LL.
11336 273. 0 LL.
11339 274. 0 LL.
11342 275. 0 LL.
11345 276. 0 LL.
11348 277. 0 L
.
11351 278. .0 L
.
11354 279. .
0 L.
'
11357 280. o L,
11400 261. . o L.
11403 282. 0 L.
11406 283. o L.
11409 284. o L.
11412 285. 0. L
.
11415 286. 0. L
.
11418 287. 0. L
.
'
11421 268. 0. L
.
11424 289. 0. L.
Page 62
warrior-2yr_calibrated-nolake. out

11427 290.
0.
L. ,
11430 291. .0. . . . . . . . . . . . . . . . . . . . . L.
11433 292. 0. L• '
11436 293.. O .. L.
11439 294. O L.
11442 295. O L•
11445 296. o L.

11448 297.
O
L• I
11451 298. O L•
11454 299. 0
-
-
- L.
----------------------------- •_________•_________•
11457 300.______ 0--
---------
--------- _________•_ -_______•____'-___•_______ _L•
1
+x+ xxx +x+ +
++ +++ +++ +xx +++ x++ +++ ++
+ +xx + +x +++ +++ xxx +++ +++ +xx +++
+++ +xx
xxx +++ ++
+ +++
.++ ++x .++ +++
+x+
'
105 KK BW10
106 KO OUTPUT CONTROL VARIABLES '
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA

107 BA
SUBBASIN CHARACTERISTICS '
TAREA .14 SUBBASIN AREA
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN

.00 .00
.00 .00 .00 .00
.00
.00
.00
.00 '
.Oo .00 .00 .00 .00 :Do GO .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .0o .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 00 .00 .00 .00 .00 .00 .00 .00 .DO
- -.oo 00 vo 00 roo oro . oo 00 00- 00
.00 .00 .00 .00 .00 .00 .00 .00 .00 00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .DD .00 .00 .00 .Do .DO .00
.00 .00 .00 .00 .00 '00 .00 .00 .00 co
.00 .00 .00 .00 .00 -00 .00 .00 .00 .oo
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00 .00
.00 .00 .00 Do
.00
.00
.00
.00 '
.00 - .00 .00 .00 .00 .DD .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .O1 .01 .O1 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 - .18 .18 .18 .03 .03 .03 .03 .03

.02 .02
.02 .02 .02 .01
.01
.01
.01
.01 '
.01 .01 01 .01 .O1 .O1 .O1 .01 .O1 .O1
'.01 .01 .01 .01 .O1 .O1 .O1 .01 .O1 .O1
.01 .01 .01 .01 .01 .01 .01 .O1 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
Page 63 '
warrior_2yr_calibrated_nolake. out
108 LS SCS LOSS RATE
STRTL 1.45 INITIAL ABSTRACTION

CRVNBR 58.00
CURVE NUMBER '
RTIMP .00 PERCENT IMPERVIOUS AREA
109 UD SCS DIMENSIONLESS UNITGRAPH
TLAG .18 LAG -
UNIT HYDROGRAPH

'
20 END-OF-PERIOD ORDINATES
- '
46. 149. 283. 330. 303. 237. 150. 101. 69. 46.
31. 21. 14. 9. 6. 4. 3. 2. 1. 0.
1
1 STATION BW10
(0) OUTFLOW
0. 4. 8. 12. 16. 20. 0. 0. 0. 0. 0. 0. 0.
(L) PRECIP, (X) EXCESS

1 .00
.00 .00 .00
.00 .00 .00 .00
.20
.15
.10
.05
.00 '
DAHRMN PER
10000 10__ _______•__-______•_________• ___-_____,_______-_•_______-_•-________•_ _--_____• _________•_ -
___-___• _________ _______ __•
10003 20
10006 30
10009 40 ..
10012 50
10015 60

10018 70 '
10021 80
10024 90
10027 100
10030 11O . . . . . . . . . . . . . . . . . . . . .
10033 120
10036 130
10039 140

10042 150 '
10045 160
-
10048 170
10051 180
10054 190
10057 200 -
10100 23 . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220

10106 230 '
10109 240 -
250
10112-
.
10115 260
10118 270
- 10121 280
10124 290
10127 300 ..

10130 310
- '
10133 320
10136 330 ..
10139 340
10142 350
10145 360 -
10148 370
1015 380

10154 4 390 '
• 10157 400 -
10200 410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10203 420
10206 430 -
10209 440
10212 450
10215 460
10218 470

10221 480 '
10224 490
Page. 64
' warri6r_2yr_calibrated_nolake
out
10227 SOo :
10230 510 . . . . . . . . . . . . . . . . . . . . . . . . .
10233 520
10236 530
10239 540
10242 550
10245 560
'
10246 570

10251 580 .
10254 590
10257 600
10300 610 . . . .
10303 620
10306 630
10309 640
'
10312 650

10315 660 '
10318 670
10321 680
10324 690
10327 700
10330 710 . . . . . . . . . . .
. . . . . . . . . .
10333 720
'
10336 730
10339 740
10342 750
10345 760
10348 770
10351 780
10354 790
10357 800 .
.
.
'
. . . . . . . .
10400 810 . . . . .
. . . .
. . . . . . . .
. . .
.
10403 820 L.
10406 830 L.
10409 840 L.
10412 850 L
.
10415 860 L
.
10418 870 L.
10421 880 L.
'
10424 890 L.
10427 900 L.
10430 930 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L.
10439 940 L.
10442 950 L.
105 96
970 L.
10451 -98o-__._.. .. _ ..... .._..._..__..... .. .. ... _.. :.__ __ _ _: ....._... _.. _. -- _-- .-.. ._..... .. __... _. _.. . _ __ - L:_ ..._. . --- __. ... ._- ... _.... ....
10454 990 L.
10457 1000 L.
10500 1010 . . . . . . . . L.
10503 1020 L.
10506 1030 L
.
10509 1040 L
,
'
10512 1050 L.
10515 1060 L.
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.
10530 1110 .L.
10533 1120 L.
'
10536 1130 L.
10539 1140 L.
10542 1150 L.
10545 1160 L.
10548 1170 L
.
10551 1180 L
.
10554 1190 L.
Page 65
warrior_2yr_cal i brated_nol ake. out '
10557 1200 L.
10600 1210 . . . . . . .
.L
.
'
10603 1220 L
.
10606 1230 L.
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 L.
1062 1280 L.
10624 1290 L
.
'
10627 7 1300 L
.
10630 1310 L,
10633 1320 L.
10636 1330 L
.
10639 1340 L
.
10642 1350 L.
10645 1360 - L.
10648 1370 L.
10651 1360 L.
'
10654 1390 L.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . L.
10703 1420 - L.
10706 1430 L
.
10709 1440 L
.
10712 1450 L.
10715 1460 L.
'
10718 1470 L.
10721 1480 L
.
10724 1490 L
.
10727 1500 L.
- 10730 1510 ... . . . . . . . . L.
10733 1520 L
.
10736 1530 L
.
10739 1540 L.
'
10742 1550 L.
10745 1560 L.
10748.1570 L.
10751 1580 L.
10754 1590 L.
10757 1600 L.
10800 1610 L.
10803 1620 L
.
10806 1630 L
.
10809 1640 L.
10812 1650 L.
10815 1660 L
.
10818 1670 L
.
10821 1680 L.
10824 1690 L.
10827 1700 L.
'
. . . . . . .
10830 1710 L.
10833 1720 L.
10836 1730 L.
10839 1740 L.
10842 1750 L.
10845 1760 L.
10848 1770 L
.
10851 1780 L
.
'
10854
1790 L.
.
10857 1800 L.
10900 1810 .
.L.
10903 1820 L.
10906 1830 L.
10909 1840 L.
10912 1850 L.
10915 1860 L.
'
10918 1870 L.
1092 1880 L.
10924 4 1890 L.
Page 66
warrior_2yr_calibrated_nolake.out. '
10927 1900 L.
10930 1910 . . . . . . . . . . . . . . . . . . L.
10933 1920 L.
10936 1930 L.
10939 1940 L
.
10942 1950 L
.

10945 1960 '
L.
10948 1970 L.
10951 1980 L.
10954 1990 L.
10957 2000 L.
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
11003 2020 - L.
11006 2030 L.

11009 2040
L.
I
11012 2050 L.
11015 2060 L.
11018 2070 L.
11021 2080 L.
11024 2090 L.
11027 2100 - L.
11030 2110 L.
11033 2120 LL.

11036 2130 '
LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 .. LL.
11051 2180 LL
11054 2190 LL.
11057 2200 LL.

11100 2210 . . . . . . '
. . . . . . . . . . . . . . . LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL.
11112 2250
LL.
11115 2260 LL.
11118 2270 LLL.
1112 2280 LLL.

11124 4 2290 '
LLL
11127 2300 LLL.
11130 2310 . . . . . . . .LLL.
11133 2320 LLL.
11136 2330 LLL.
11139 2340 LLL
11142 2350 LLL.

11145 2360 L
LL
11148 2370 LLLLLLLLLLLLL.
111512380. -LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11209 244. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.

11212 245. O '
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL)D=.
11215 246. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXX.
11218 247. O LLLLLX.
11221 248. 0 LLLLLX.
11224 249. O LLLLLX.
11227 250. - O LLLLLX.
11230 251. . . . . . . . O. . . . . . . . . . . . . . . LLLLLX.
11233 252. o LLLX.

11236 253. '
0. LLLX.
11239 254. 0 LLLX.
11242 25S. O LLLX
.
11245 256. .0 LLLX
.
11248 257. O. LLX.
11251 258. 0 . LLX.
11254 259. O LLX.
Page 67
warrior_2yr_calibrated_nolake.out
11257 260. O LLX.
11300 261. . . . . O . . . . . . . . . . . . . . . . . . . . LLX.

11303 262.
o '
Lx.
11306 263. - O - LX.
11309 264. o LX.
11312 265. O LX.
1131S 266. O LX.
11318 267. 0 LL.
1132 268. o LL
11324 4 269. O LL.

11327 270.
.o '
LL.
11330 271. .O. . . . . . . . . . . . . . . . . . . . . . . . . . . LL.
11333 272. O - LL.
11336 273. .o LL:
11339 274. O LL
.
11342 275. O LL
.
11345 276. O 'LL
.
11348 277. 0 L
.
ll351 278. O.
.
L

11354 279.
o. '
L
.
11357 280. o. L.
11400 281. . . . .0. . . ... . . . . L
.
11403 282. o L
.
11406 283. O L.
11409 284. O L.
11412 285. O .. L.
11415 286. 0 L.

11418 287.
O '
L.
11421 288. O L.
11424 289. o L,
11427 290. o L.
11430 291. .0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11433 292. O L
,
11436 293. o L
.
11439 294. O .. L.

11442 295.
0 '
L. -
11445 296. O L
11448 297. O L.
11451 298. O L
11454 299. O L.
11457 300. _____0------------------------ -------------------------------------------------------------------------------- -------- L.
1+xx xxx +xx aaa aaa +xa x+x x«x «+a x x+ xxa ++a a++ +++ xxx a«x xxx xxx ++x aaa a«+ a++ ++a aa+ xxx aaa xxx xxx +xx x x: «aa +aa

110 KK +«+.««x«a«a««+
xaaa+++.e•++++
'
.111 K0. OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL '
QSCAL O. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST4 ST5 BW9 BW10

113 HC
HYDROGRAPH COMBINATION '
ICOMP - 4 NUMBER OF HYDROGRAPHS TO COMBINE
a++ xxxHYDROGRAPH AT STATION JCT04
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
Page 68
warrior_2yr_calibrated_nolake.out
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 554. 13.05 126. Si. 51. 51.
' (INCHES) .162 .162 .162 .162
(AC-FT) 62. 62. 62. 62.
CUMULATIVE AREA = 7.24 SQ MI
++r +a+ aaa k++xaxxxaxx ria ara ++a rrr rra xra +a+ rra +ra r+a aaa ++r r:r x+x arr xr« xx« «x« xxx xxx aax xxa xxx xxx xxx xxx xxx
114 KK ST6
aaaaaaxaxaxaaa
' 115 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE FROM JCT04 TO JCT05
HYDROGRAPH ROUTING DATA
' 117 RK KINEMATIC WAVE STREAM ROUTING
L S35. CHANNEL LENGTH
S .0090 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SINE SLOPE axx
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY
(MIN) (FT) (CFS) (MIN) (IN) (FPS)
.-..MAIN-- :59 _.1:42 .61__.178.33- ._ 551;38- - - 783:88..._._. r16- _.._..6.20.._ __ .. __ .. .... _ _.. ..._._ .__.__ :..
CONTINUITY SUMMARY (AC-FT) - INFLOW- .6249E+02 EXCESS- .0000E+00 OUTFLOW- .6212E+02 BASIN STORAGE- .4025E+00 PERCENT ERROR- -.1
' INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
MAIN .59 1.42 3.00 546.40 783.00 .16
' HYDROGRAPH AT STATION ST6
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 546. 13.05 125. 50. 50. 50.
(INCHES) .161 .161 .161 .161
(AC-FT) 62. 62. 62. 62.
Page 69
CUMULATIVE AREA = 7.24 SQ MI
warrior_2yr_calibrated_nolake. out
aax aax xxx
I 118 KK aaa aaa xax raa aaa
xxxxBWl2xx aaa a+x a ar +xa aaa ara +aa a a+ aaa ar r «a+ aa « raa a++ x xx a«« xxx xxx axx x xr xxx aax aaa a+x xxx
.9 KO OUTPUT CONTROL VARIABLES
- IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
I QSCAL 0. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
120 BA SUBBASIN CHARACTERISTICS
TAREA .45 SUBBASIN AREA
PRECIPITATION DATA
I
12 PH STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 :00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 00 .00 00 .00 00 .00 .00
.00 .DO 00 .00 .00 .oo .oo .oo .oo .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 00
.00 .00 .00 .00 00 .00 .00 .00 .00 :Do
.00 .00 .00 .00 :00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 ..00
.00 .00 .00 .00 .00 .00 .00 00 .00 .00
.00 .00 .00 .DO .00 .oo .oo .oo .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
I .00 .00 .00 .00 .00 .00 .00 .00 .00 00
.00 .00 .00 .00 00 00 .00 .00 .00 .oo
.00 .00 .00 .00 .00 .00 .00 .00 .00 ..00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
00 :00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.01 .01 .01 -.01 .01 .01 .01 .01 .01 .01
01
. 01

. 01 .01

. 01 .01 .01 .01 .01 .01
I .01 .O1 .O1 .ol .01 .01 01 .01 01 .01
.01 .01 .01 .01 .01 .01 .01 .01 :01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.38 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 01 01 01 .01 .01 01 01 .01
.01 .01 .01 :01 :01 .01 .01 .01 :01 .01
I .01 .01 .01 .01 01 .00 .00 .00 .00
121 LS SCS LOSS RATE
STRTL 1.70 INITIAL ABSTRACTION
CRVNBR 54.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
122 UD SCS DIMENSIONL ESS UNITGRAPH
TLAG .16 LAG
Page 70
warrior-2yr_calibrated_nolake.out
UNIT HYDROGRAPH
18 END-OF-PERIOD ORDINATES
192. 643. 1101. 1166. 962. 633. 394. 259. 165. - ' 108.
68. '44. 29. 18. 12. 8. 5. 2. - '
1 STATION BW12
(0) OUTFLOW
0. 4. 8. 12. 16. 20. 24. 28. 0. 0. 0. 0. 0.
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 (L) P.10IP, (.05EXCE55 00
DAHRMN PER
10000 10---------.---------•---------•-------------------•---------•---------•---------•---------•---------•---------•-----___-•
10003 20
10006 30
10009 40
10012 So
10015 60
10018 70
10021 80
10024 90
10027 100 '
10030 .
10033 120 120
10036 130
10039 140
10042 150
10045 160
10048 170
1005 180 '
10054 4 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
10109 240
10112 250
10115 260 '
10118 270
10121 280
10124 290
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10133 320
10136 330
10139 340
10142 350
10145 360
_._....10148_.370_.._
10151 380
10154 390
10157 400
10200 410 . . . . . . . . . . . . . . . . . . . . . . .
10203 420
10206 430
10209 440
10212 450 ,
10215 460
10218 470
10221 480
10224 490
10227 500 ,
10230 Slo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10233 520
10236 530 .,
10239 540
10242 550
10245 560 -
10248 570
10251 580
Page 71 '
warrior_2yr_calibrated_nolake. out
10254 590
10257 600 I
10300 610. .
10303 620
10306 630
10309 640
10312 650
10315 660
10318 670
1032 680 '
10324 4 690
10327 700
10330 710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10333 720
10336 730
10339 740
10342 750
10345 760 I
10348 770
10351 780
10354 790
10357 800
10400 810 . . . . . . . . . . . . . . . . . . . . . . . . . .
10403 820 L*
10406 830 L.
10409 840 L.
10415 860 L.
10418 870 - L. -
10421 880 L.
10424 890 L. -
10427 900 L.
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L. I
1043 920
930 L.
10439 940 L.
10442 950 L,
10445 960 - L.
10448 970
L.
1045 980 L.
10454 4 990 L. I
10457 1000 L.
10500 1010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10503 1020 L.
10506 1030 L,
10509 1040 L
10512 1050 L.
.
10515 1060 L.
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . . . . . . . . . . . . . . . . L
10533 1120 L.
10536 1130 L.
10539 1140 L.
10542 1150 - L.
10545 116 L I
10548 1170 L.
10551 1180 L.
10554 1190 L.
10557 1200 - L.
10600 1210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10603 1220 L.
106061230 L.
10609 1240 L. r
10612 1250 L.
10615 1260 L.
10618 1270 L.
10621 1280 L.
Page 72
I warrior-2yr_calibrated_nolake
out
10624 1290 :
L.
10627 1300 L,
10630 1310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10633 1320 L.
10636 1330 L.
10639 1340 L,
10642 1350 L.
'
10645 1360 L,
10648 1370 L.
105 1380 L,
105654 4 1390 - L.
10657 1400 L,
10700 1410 L.
10703 1420 L
,
10706 1430 L
.
'
10709 1440 L.
10712 1450 L.
10715 1460 L.
10718 1470 L.
- 10721 1480 L.
10724 1490 L.
10727 1500 L.
. . . . . . . .
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . .
.L,
'
10733 1520 L,
10736 1530 L.
10739 1540 L.
10742 1550 L.
10745 1560 L.
10748 1570
.
L
10751 1580 L
10754 1590 L.
'
10757 1600 L.
10800 1610 , ,L,
10803 1620 L.
10806 1630 L.
10809 1640 - L.-
10812 1650 L,
10815 1660 L.
10818 1670 L.
'
10821 1660 L.
10824 1690 L.
10827 1700 L.
10830 1710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10833 1720 L.
10836 1730 L.
10839 1740
.
L
10842 1750 .
L
10845 1760 L.
10848-1790_...
108511780 L.
10854 1790 L.
10857 1800 L.
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10903 1820 L.
10906 1830 L.
I
10909 1840 L,
10912 1850 L.
10915 1860 L.
10918 1870 L.
109211880 L.
10924 1890 L.
10927 1900
L
10930 1910 . . . . . . . . . . . . . . . . . .
.L.
'
10933 1920 L,
10936 1930 L.
10939 1940 L.
10942 1950 L.
10945 1960 L.
10948 1970 L.
_ 109511980 L.
Page 73
warrior_2yr_calibrated_nolake.out
10954 1990 L.
10957 2000 L.
I
11000 2010 . . . . . . . . L,
11003 2020 L.
11006 203o L
.
11009 2040 L
.
11012 2050 L.
11015 2060 L.
11018 2070 L.
11021 2080 L.
I
11024 2090 L.
11027 2100 L.
11030 2110 .L.
. . . . . . . . . . . .
11033 2120 LL
.
11036 2130 LL
,
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
'
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . . . . . LL.
11103 2220 LL
.
11106 2230 LL
,
11109 2240 LL.
11112 2250 LL.
'
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL
.
11127 2300 LLL
.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . .LLL.
11133 2320 LLL.
11136 2330 LLL.
'
11139 2340 LLL.
11142 2350 LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 ,LLLLLLLLLLLLL.
'
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11209 2440 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11212 245. O L LLLLLLLLLLLLLLLLLLLLLLLLLL•LLLLLLLX.
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
11218 247. 0 LLLLLX.
1122 248. LLLLLX.
11224 249. O LLLLLX.
'
11227 7 250. 0
o LLLLLX.
11230 251. O LLLLLX
.
11233 252. .O LLLL
.
11236 253. 0 LLLL.
11239 254. O LLLL.
11242 255. .0 LLLL.
11245 256. O LLLL.
11248 257. O LLL.
'
1125 258. 0 LLL.
11254 4 259. 0 LLL
.
11257 260. O LLL
.
11300 261 . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLL.
11303 262. .0 LL
.
11306 263. .0 LL
,
11309 264. O LL
.
11312 265. O LL
.
I
11315 266. O LL
.
11318 267. O LL
.
11321 268. 0 LL.
Page 74
warrior_2yr_cal i brated_nol ake. out '
11324 269. 0 LL.
11327 270. o LL.
11330 271. o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL.
11333 272. o LL.
11336 273. o LL
.
11339 274. 0 LL
.

11342 275.
O '
LL.
11345 276. O LL.
11348 277. O L.
11351 278. .0 L.
11354 279. O L.
11357 280. 0 L.
11400 281. .o. . . . . .L.
11403 282. 0. L.

11406 283.
o. '
L
.
11409 284. o L
.
11412 285. O L. -
11415 286. o L.
11418 287. 0 L.
11421 288. 0 L.
11424 289. 0 L.
11427 290. 0 L.

11430 291..
O '
. . . . . . . . . . . . L .
11433 292
. O - L.
11436 293
. 0 L.
11439 294. O L.
11442 295. O L.
11445 296. O L.
11448 297. 0 L.
11451 298. o L.
11454 299. 0
- L. '
-
-
-
11457 300---------- •-- 0----- •--------- ------------------------------------------------ L•
--------- •---------
---------
---------
1
123 KK. ST7
124 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT O PLOT CONTROL
.QSG4C.. O'__.HYOROGR'APH"PLOT SCALE-.._.._ __ .... .... .. .. .... .. .. .... .. ..... .:. _ _. __
ROUTE FROM BW12 TO 1C705
HYDROGRAPH ROUTING DATA
126 RK KINEMATIC WAVE STREAM ROUTING - '
L 1415. CHANNEL LENGTH
S .0070 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE -
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS I
COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY
Page 75
warrior_2yr_calibrated_nol ake. out
(MIN) (FT) (MIN) (IN) (FPS)
MAIN .52 1.42 2.61 353.75 26.22 751.48 .10 2.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2468E+01 EXCESS= .0000E+00 OUTFLOW= .2361E+01 BASIN STORAGE- .1254E+00 PERCENT ERROR= -.7
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
MAIN .52 1.42 3.00 25.80 753.00 .10
HYDROGRAPH AT STATION ST7
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 26. 12.55 5. 2. 2. 2.
(INCHES) .098. .098 .098 .098 .
CAC-FT) 2. 2. 2. 2.
CUMULATIVE AREA - .45 SQ MI
aaa *+* *** *ax aac xaa *** aaa *** **+ *** cxx *** axx *** xxx cax *** *xc *** axa ccc xax car *+* xax +xx *xx xxc *** xcx ac
127 KK ewll * -
128 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
129 BA SUBBASIN CHARACTERISTICS-
TAREA .02 SUBBASIN AREA
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 00 00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 •00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 ..00 .00 .00
.00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
Page 76
' warrior_2yr_calibrated_nolake.out
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .0o
.00 .00 .00 .00 .00 .O1 .01 .O1 .O1 .O1
.01 .01 .O1 .01 .01 .01 .01 .01 .01 .01
.01 .O1 .01 .01 .01 .01 .01 .01 .01 .01
' .01 .O1 .01 .01 .01 01 .01 .01 01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .01 .01 .01 .01 .01
.O1 .01 .01 .01 .01 .01 .01 .01 .01' .01
.O1 .01 .01 .01 .01 .01 .01 .O1 .01 .01
.01 .O1 .01 .01 .01 .O1 .01 .01 .01 .O1
' .ol .01 .01 .O1 .01 .00 - .00 .00 .00
130 LS SCS LOSS RATE
STRTL .99 INITIAL ABSTRACTION
CRVNBR 67.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
131 UD SCS DIMENSIONLESS UNITGRAPH -
' TLAG .11 LAG #**
UNIT HYDROGRAPH
13 END-OF-PERIOD ORDINATES
20. 62. 70. 50. 26. 14. 8. 4. 2. 1.
1. 0. 0.
STATION BW11
(0) OUTFLOW
0. 2. 4. 6. 8. 10. 12. 0. 0. 0. 0. 0. 0.
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 (L) P.1D P, (X05 EXCESS 00
DAHRMN PER
10000 10__-------•---------,---------•---------,-----_--_•---------•---------•---------•--------- --------•---------•--------
' 10003 20 ,
10006 30
10009 40
10012 50
10015 60
10018 70
10021 80
10024 90
10027 100 -
10030 110 . . . . .
10033 120
130
10039 140
10042 150
10045 160
10048 170
10051 180
10057 200
' 10054 190 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10100 210 .
10103 220
10106 230
10109 240
10112 250
10115 260
' 10118 270 .
10121 280
10124 290
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . .
10133 320
10136 330
10139 340
' Page 77
warrior_2yr_calibrated_nolake.out
10142 350
' 10145 360
10148 370
10151 380
10154 390
10157 400
lozoo alo .....................................
10203 420
10206 43o
' 10209 440
10212 450
10215 460
10218 470
1022 480
10224 4 490
10227 500
10230 510 . . . . . . . . . . . . . .
' - 10233 520
10236 530
10239 540
10242 550
10245 560
10248 570
10251 580
10254 590
' 10257 600
10300 610 . . . . . . . . . . .
.
10303 620
10306 630
10309 640
10312 650
10315 660
10318 670
10324 690
' 10321 680 . . . . . .
10327 700
10330 710
10333 720
10336 730
10339 740
10342 750
' 10345 760
10348 770
1035 780
10354 4 790
10357 800
10400 810 . . . . . . . . . . . . . . . . . . . . . .
10403 820
10406 830 L.
10409 840
L
10412 850
' L
10415 860 L.
10418 870 L.
10421 880 L.
10424 890 L•
10427 900 L•
10430 910 . . . . . . . . . . . . . . . . . . L..
10433 920 - L.
' 10436 930 - L.
10439 940. L.
10442 950 L
10445 960 L•
10448 970 L
10451 980 L:
10454 990 L.
10457 1000
L
' 10500 1010 L
10503 1020 L.
10506 1030 L.
10509 1040 L.
L.
Page 78
warrior_2yr_calibrated_nolake.out
10512 1050 _ L.
10515 1060 L.
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.

10530 1110 . . . . . . . . . . . . . '
. . . . .L.
10533 1120 L.
10536 1130 L.
10539 1140 L.
10542 1150 L.
10545 1160 L.
10548 1170 L.
10551 1180 L.
10554 1190 L.

10557 1200 '
L.
10600 1210 .L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 - L.

10621 1280 '
L.
10624 1290 L.
10627 1300 L.
10630 1310 . . . . . . . L.
10633 1320 L.
10636 1330 L.
10639 1340 L.
10642 1350 L.

10645 1360 '
L
.
10648 1370 .
- L
106511380 L.
10654 1390 L.
10657 1400 L.
10700 1410 . . . .. L.
10703 1420 L.
10706 1430 L.

10709 1440 '
L.
10712 1450 - L.
10715 1460 L.
10718 1470 L.
10721 1480 L.
10724 1490 L.
10727 -1500 L
' 10730 1510 . . L
10733 152o L
107367530 -. .. .. .. .. .. __ . .. ..... .... .. .. _. _ _.. _._. _. . .._ _.. .. _. .__ .. ._..._ L _.. ...___. _. ....... ..__.. .. .. ......_. ...
10739 1540 - L.
10742 1550 L.
10745 1S60 L.
10748 1570 L.
1075 1580 L.
10754 4 1590 L.

10757 1600 '
L.
10800 1610 L.
10803 1620 L.
10806 1630 L.
10809 1640 L.
10812 1650 L.
10815 1660 L.
10818 1670 L.

- 108211680
- '
L.
10824 1690 L.
10827 1700 L.
10830 1710 ,. . . . . . . . L.
10833 1720 L.
10836 1730 L.
10839 1740 L.
Page 79
warrior_2yr_calibrated_nolake.out
10842 1750 - - L.
10845 1760 L.
10848 1770 L.
108511780 L.
10854 1790 L.
10857 1800 L.
10900 181o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10903 1820 L.
10906 1830 L.
10909 1840 - L.
10912 1850 L.
10915 1860 L.
10918 1870 L.
10921 1880 L
.
10924 1890 L
.
10927 1900 L.
10930 1910 . . . . . . . . . . . . . . . . . . . .L.
10933 1920 .. L.
10936 1930 L.
10939 1940 L•
10942 1950 L.
10945 1960 L.
10948 1970 L.
10951 1980 L.
10954 1990 L.
10957 2000 L.
11000 2010 . . .. . . . . . . . . L.
11003 2020 L.
11006 2030 - L.
11009 2040 L.
11012 2050 L
.
11015 2060 L
11018 2070 L.
11021 2080 L.
11024 2090 .. L.
11027 2100 L.
11030 2110 . . . . . . . . . . L.
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . ... . . . . LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 .. LLL.
11127 2300 LLL.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . .LLL.
11133 2320 LLL.
11136 2330 LLL. ,
11139 2340 LLL.
11142 2350 LLL.
11145 2360 LLL.
3-1148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 240.0 .. LLLLLLLLLLLLX.
11200 241. .O. . . . . . . . . . . . . . . . LLLLLLLLLLLLX.
11203 242. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11206 243. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXXX.
11209 244. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLXX%X)O=.
Page 80
' warrior_2yr_calibrated_nolake
out
112
12 245. O :
LLLLLLLLLLLLLLLLLLLLLLLLLX)OOOOCXXXX.
iMS 246. 0 LLLLLLLLLLLLLLLLLLLLLLLU00000000OCK
11218 247. 0 LLLLXX.
11221 248. O LLLLXX.
11224 249. O LLLLXX.
11227 250. O LLLLXX.
11230 251. . .
. . . . . . . .
.O. . . . . . . . . . . . . .
LLLLXX.
'
11233 252. 0 LLLX.
11236 253. o LLLX.
M39 254. .o LLLX.
11242 255. O LLLX.
11245 256. O LLLX.
11248 257. O. LLX.
1125 258. O. LLX.
11254 259. O LLX.
'
11257 7 260. 0 LLX.
11300 261. 0 .LLX.
11303 262, o LX.
11306 263. o LX.
11309 264, o LX.
11312 265. o LX.
11315 266. o Lx.
11318 267. o LX.
'
11321 268. D Lx
.
11324 269. O LX
.
11327 270. 0 LX.
11330 271. .O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LX.
11333 272. 0 Lx.
11336 273. o LX.
11339 274. o Lx.
11342 275. O LX.
'
11345 276. o Lx.
11348 277. O X.
11351 278. o X.
11354 279. o x.
11357 280. O X.
11400 281. 0 . . . . . . . . . . . . . . . . . . . . . . . .X.
11403 282. o X.
11406 283. o x.
'
11409 284. O X.
11412 285. O X
.
11415 286. O X
.
11418 287. O X.
11421 288. O X.
11424 289. 0 X.
11427 290 0 X
.
11430 291. .o. . . . . . . . . .x
.
11433 292. O
- L.
.__._11436 293: .. _. .. .. ....
_.0__-_ :._..._ .. . .._. .. _.__. __ ... .._. _.._ _.__.-- _.... ._ _ '. L.. ...
11439 294. o L.
11442 295. 0 L
.
11445 296. O L
.
11448 297. O L.
11451 298. o L.
11454 299. 0 L.
11457 300._ _p______,_________,_________,_________, ----- .--------- _--------- ,--------- ,-----
_________,_________, --------- ,____ ___L,
'
1
' 132 KK ++++BW13++
133 KO OUTPUT CONTROL VARIABLES
1
134 BA
' 12 PB
13 PI
I
' 135 LS
' 136 .UD

IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HVDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
SUBBASIN CHARACTERISTICS
TAREA .05 SUBBASIN AREA
PRECIPITATION DATA
STORM 2.71 BASIN TOTAL PRECIPITATION
INCREMENTAL PRECIPITATION PATTERN
00 .00 00 .00 .00
.0o .0o .oo .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .Do .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .oo 00 .00
.00 .00 .00 .00 .00
.00 00 .00 00 00
.00 .0o :Do :Do :00
.00 .00 .00 .00 .00
00 .00 .00 .00 .00
.oo 00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 :Do
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00- .00 .00 .00
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .101 .01 .01 .01
.01 .01 -.01 .01 .01
.02 .02 .02 .02 .02
.18 .18 .18 .18 .18
.02 .02 .02 .02 .02
.01 .01 .01 .01 .O1
.01 .01 .01 .01 .O1
.01 .01 .O1 .01 .01
.01 .01 .01 .01 .01
SCS LOSS RATE
STRTL 1.33 INITIAL ABSTRACTION
CRVNBR 60.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
SCS DIMENSIONLESS UNITGRAPH
TLAG .08 LAG -
100. 230. 174. 76.
(0) OUTFLOW
0. 2. 4. 6
.00 .00 .00 .00
DAHRMN PER
10000 10_________,_________,_________,
10003 20
10006. 30
10009 40
10012 50
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
00 .00 .00 .00 .00
.00 .00 .00 .00 . Do
.00 .00 .00 .00 .00
00 .00 .00 .00 .00
.oo .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.01 .01 .01 .01 .01
.01 .O1 .01 01 .01
01 .01 .01 .01 .01
:01 .01 01 .01 01
.01 .01 .01 .01 :01
.07 .07 .07 .07 .07
.03 .03 .03 .03 .03
.01 .01 .01 .01 .01
.01 01 01 .01 01
.01 .01 :01 .01 .01
.01 .01 .01 .01 .01
.00 .00 .00 .00
UNIT HVDROGRAPH
10 END-OF-PERIOD ORDINATES
35. 16. . 8. 3. 2
STATION BW13
8. 10. 12. 14. 0.
00 .00 .00 .00 .20
- --------- --------- --------- ---------
Page 81
warrior-2yr_calibrated_nolake.out
1.
0. 0. 0. 0.
(L) PRECIP, (X) EXCESS
is .10 .05 .00
--------------------------------
Page 82
warrior_2yr_cal i brated_nol ake. out - I
10015 60
10018 70
10021 80
10024 90
loon 100
-
10030 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
110

10033 '
120
10036 130
10039 140
10042 150 ..
10045 160 ..
10048 170
10051 180
10054 190
10057 200

10100 '
210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
10109 240
10112 250
. 10115 260
10118 270
'10121 280

10124 I
290
10127 300
10130 310 . . . . .
10133 320
10136 330
10139 340
-
10142 .
350
10145 360

10148 '
370
10151 380
10154 390
10157 400
10200 410. . . . . . . . .
10203 420
10206 430
10209 440
10212 450
10215 460.
10218 470 -
10221 480
10224 490 ..
10227 500
10230 510 . . . . . . . . . . ... . . .
10233 520
10236 530
_..._.10239... .540.....
10242 550
10245 560
10248 570 ..
10251 580
10254 590
10257 600

10300 '
610. .
10303 620
10306 630
10309 640
10312 650
10315 660
10318 670
1032 680

10324 4 '
690
10327 700
10330 710 . . . . . . . . . . . . . . . . . . . . . . . .
10333 720
10336 730
10339 740
10342 750 _
Page 83
warrior_2yr_cal i brated_nolake. out
10345 760
10348 770 -

10351 780 '
10354 790
10357 800
10400 810 . . . . . . . . . . . . . . . . . . . . . . . . . . .
10403 820 L
.
10406 830 - L
.
10409 840 L.
10412 850 L.
10415 860 L.

10418 870 '
L.
10421 880 L.
10424 890 L.
10427 900 L.
10430 910. . . . . . ... .L.
10433 920 L.
10436 930 L.
10439 940 L.

10442 950 '
L.
10445 960 L.
10448 970 L.
10451 980 L.
10454 990 .. L.
10457 1000 L.
10500 1010. .L.
10503 1020 L.

10506 1030 '
L.
10509 1040 L•
10512 1050 L.
10515 1060 - L.
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.

10530 1110. . . . . . '
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10533 1120 .. L. -
10536 1130 L.
10539 1140 L.
10542 1150 L.
10545 1160 L.
10548 1170 L.
10551 1180 .. L.

10554 1190 '
L.
10557 1200 L.
10600 1210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10603 1220 L.
10606 1230 -L.
10609 1240 L.
10612 1250 L.
10615 1260 - L.

10618 1270 '
L.
106211280 L.
10624 1290 - L.
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10633 1320 - L.
10636 1330 L.
10639 639 1340 L.
10642 1350 - L.

10645 1360 '
L.
10648 1370 L.
106511380 L..
10654 1390 L.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . . . . . .L.
10703 1420 L.
10706 1430 L.

10709 1440 '
L.
10712 1450 L.
Page 84
warrior_2yr_calibratedsolake.out
10715 1460. L.
10718 1470 L.
107211480 L.
10724 1490 L.
10727 1500 L.
10730 15 L.
10733 15 20 20 .
L.
'
10736 1530 L.
10739 1540 .
L.
10742 1550 L.
10745 1560 L.
10748 1570 L.
10751 1580 L.
107541590 L.
10757 1600 L.
'
10800 1610 .L.
. . . . . . . . . . . . . . . . . . . . . . .
10803 1620 L.
10806 1630 L.
10809 1640 L.
10812 1650 L.
10815 1660 L.
10818 1670 L
10821 1680 _
L,
'
10824 1690 L.
10827 1700 L.
10830 1730 . . . . . . . . . . . . . . . . . . . . . .L.
10833 1720 L.
10836 1730 L.
10839 1740. L.
10842 1750 L
10845 1760 L.
'
10848 1770 L.
1085 1780 L.
10654 4 1790 L.
10857 1800 L.
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . L.
10903 1820 L.
10906 1830 L.
10909 1840 L.
10912 1850 L.
10915 1860 L.
10918 1870 L.
10921 1880 L.
10924 1890 L
.
10927 1900 L
.
1093 1910 .
.
.
. .L
.
10933 1920 L
.
'
10936 6 1930 L.
.
...__._._._109391940_.........,.. _. ... :...._ _ :. .._._. _.
.
. .
....
_ .. ._ _. ._ L._..
10942 1950 L.
10945 1960 L
.
10948 1970 L
.
10951 1980 L.
10954 1990 L.
10957 2000 L.
'
. . . . . . . . . . .
11000 2010 .L.
. . ..
11003 2020 L.
11006 2030 L.
11009 2040 L
.
11012 2050 L
.
11015 2060 L
.
11018 2070 L
11021 2080 L.
11024 2090 L
.
'
11027 2100 L
.
11030 2110 .L.
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
Page 85
warrior_2yr_calibrated_nolake. out
11045 2160 LL.
11048 2170 LL
.
11051 2180 LL
.
'
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . . . . . . LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL.
11112 2250 LL,
11115 2260 LL.
'
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL
.
11127 2300 LLL
.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLL.
11133 2320 LLL
.
11136 2330 LLL
.
11139 2340 LLL.
'
11142 235o LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL
.
11157 2400 LLLLLLLLLLLLL
.
11200 2410 . . . . . . . . . . . . . . . . . . . . . . . . . . LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
'
11206 243. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11209 244. 0. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX
.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXX
.
11115 246. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXXX.
11218 247. - O. LLLLLX -
.
11221 248. 0 LLLLLX
.
11224 249. O LLLLLX.
11227 250. O LLLLLX.
'
11230 251. .
. .-.
.O. . LLLLLX.
11233 252. O LLLX.
11236 253. o LLLX.
11239 254. 0 LLLX
.
11242 255. 0 LLLX
.
11245 256. O LLLX.
11248 257. 0 LLX
.
11251 258. 0 LLX
.
'
11254 259.
0
LL X.
-
11257 260. . O LLX.
11300 261. . 0 LLX
.
11303 262. . O LX
.
11306 263. .o Lx.
11309 264: O - Lx.
11312 265. O LX.
11315 266. O LX.
'
11318 267. 0 Lx.
11321 268. 0. LX.
11324 269. 0. LX.
11327 270. 0. LX.
11330 271. .O. . . . . . . . . . . . . . . . . . . . . . . .. LX.
11333 272. O. LL.
11336 273. O LL
,
11339 274. 0 LL
.
'
11342 275. O LL.
11345 276. 0 LL.
11348 277. 0 L.
11351 278. 0 L:
11354 279. o L.
11357 280. o L.
11400 281. .o. .L
.
11403 282. o L
.
11406 283. o L.
'
11409 284. 0 L
.
11412 265. o L
.
Page 86
warrior_ 2yr_calibrated_nolake.out '
11415 286. O L.
11418 287. o L.
11421 288. O L.
11424 289. O L.
11427 290. O L.
11430 291. O .L.

11433 292.
O '
L.
11436 293. o L.
11439 294. O L.
11442 295. o L.
11445 296. O L.
11448 297. 0 L.
11451 298. o L.
11454 299. o L.
11457 300. ____O----------------------------------------------------- - •_________•_________•......... •......... , ......... , _______.L,
1
xxx xxx xxx
+++ +++ ++x +++ :++ +x+ +++ +xx xxx xxx xxx ++x +++ +++ +
x+ +++ +xx xxx +++ xxx x++ x+x +++ +++ +++
+++ +++ +xx xxx +++
137 KK xxxJCTO5xx '
138 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL

QSCAL O. HYDROGRAPH PLOT SCALE '
COMBINE HYDROGRAPHS FROM ST6 ST7 BW11 BW13
140 HC HYDROGRAPH COMBINATION
ICOMP 4 NUMBER OF HYDROGRAPHS TO COMBINE
x++ xxxHYDROGRAPH AT STATION JCT05
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)

+ 564.
13.05 132. 53. 53.
53. I
...__.._CINCHES) ..___ -.158... .:258._ ... 7158.._.._. ...__-- _..- . ....... _
(AC-FT) 65. 65. 65. 65.

+++ +++ +++ CUMULATIVE AREA = 7.76 SQ MI
xxx +xx xxx xxx xxx xxx xx+ ++x xxx ++x xx+ x xx x
xx xxx xxx +++ x++ +++ +++ ++x xxx xxx xxx
xxx xxx xx+ x+x +++
141 KK xxxxxxxxxx8x++

142 KO
OUTPUT CONTROL VARIABLES '
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE FROM JCT05-TO JCTO6
Page 87
- ,
warrior_2yr_calibrated_nolake.out
HYDROGRAPH ROUTING DATA
144 RK KINEMATIC WAVE STREAM ROUTING
L 1300. CHANNEL LENGTH
S .0080 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY
(MIN) (FT) (CFS) (MIN) (IN) (FPS)
MAIN .55 1.42 1.36 433.33 563.36 785.74 .16 5.98
CONTINUITY SUMMARY (AC-FT) - INFLOW- .6549E+02 EXCESS- .0000E+00 OUTFLOW- .6459E+02 BASIN STORAGE= .1062E+01 PERCENT ERROR- -.2
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
MAIN .55 1.42 3.00 562.92 786.00 .16
++x +++ xxx +xx xxx
HYDROGRAPH AT STATION ST8
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 563. 13.10 130. 52. 52. 52.
(INCHES) .155 .155 .155 .155
(AC-FT) 64. 64. 64. 64.
CUMULATIVE AREA - 7.76 SQ MI
+x+ +xx +++ ++x xxx xxx xxx xxx +x+ +++ x++ x+x x++ xxx xxx xxx xxx ++x ++x r+x +xx ++x xxx x+x xxx xxx xxx ++x +x+ x++ ++r r++ x++
145 KK EW14
146 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL O. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
147 BA SUBBASIN CHARACTERISTICS
TAREA .07 SUBBASIN AREA
PRECIPITATION DATA
Page 88
warrior_2yr_calibrated_nolake.out
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00- :00 .00 .00 .00 .00 .00 .00 .00 .00
00 .00 .00 .00 .00 .00 .00 .00 .00 .00
:Do .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .O1 .01 .O1 .01 .01
' .01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 01 .01 .01 .01 .01
.01 .01 .01 .01 .01 01 .01 .01 .01 .01
01- .01 .01 .01 .01 .01 .01 .01 .01 .01
:02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .O1 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
' 01 .01 .01 .01 .01 .01 .01 .01 .01 .01
:01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
148 LS SCS LOSS RATE
STRTL 1.33 INITIAL ABSTRACTION
CRVNBR 60.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
149 UD SCS DIMENSIONLESS UNITGRAPH
TLAG .09 LAG
UNIT HYDROGRAPH
11 END-OF-PERIOD ORDINATES
108. 288. 254. 128. 64 31. 15. 8. 4. 2.
_..,
1 STATION BW14
(0) OUTFLOW
0. 4. B. 12. 16. 20. 0. 0. 0. 0. 0. 0. 0.
PR
1
( ) P, (
EXCE55
.00 .00 .00 .00 .00 .00 . 00 .00 .20 .15 10 .05
00
'
DAHRMN PER
10000 lo__ ___--_-,___--___-, ---_----_, -_-_----_,__ -----__,-- ---_-- -,-__-___--,__ ---____, -----
-
__ -
- --- _-
10003 20
10006 30
10009 40
10012 50
10015 60
10018 7o
10021 80
10024 90
10027 100
10030 110 . . . . . . . . . . . . . . . . .
10033 120
10036 130
10039 140
' Page 89
w arrior_ 2yr_calibrated _nolake. out -
10042 150
10045 160
'
10048 170
10051 18o
10054 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
10109 240
'
10112 250
10115 260
10118 270
10121 280
10124 290 -
10127 300 ..
10130 310
10133 320
10136 330
10139 340
10142 350
10145 360
10148 370
10151 380
10154 390
10157 400

10200
410 . . .
'
10203 420
10206 430
10209 440
10212 450
10215 460 _
10218 470
1022 460
10224 490
'
10227 7 500

10230
510 . .
10233 520
10236 530
10239 540
10242 550
10245 560
10248 570
'
1025 580
10254 4 590

10257
600 .
10300 610 . . . . . . . . . . . . . . . . . . .
10303 620
10306 630
10309 640
10312 650
'
10315 660
10318 670
10321 680
10324 690
10327 700
10330 710 . . . . . . . . . . . . . . . . . . . . . . . . . . .
10333 720
10336 730
'
10339 740
10342 750
10345 760
10348 770
10351 780
10354 790
10357 800
10400 810 . . . . . . . . . . . . . . . . . .
. . . . . . . . .
. . . . . . . . . . . . . .
'
10403 820 : L.
10406 83o : L.
10409 840 L.
Page 90
warrior_2yr_calibrated_nolake.out I
10412 850 L.
10415 No L
10419 870 L.
10421 880 L.
10424 890 L.
10427 900 L.

10430 910 . . . '
. . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L.
10439 94o L.
10442 950 - L.
10445 960 L.
10448 970 L
.
10451 980 L
.
10454 990 L.

10457 1000 '
L.
10500 1010 . . . . . . . . . . . . . . . . . L.
10503 1020 L.
10506 1030 L.
-
10509 1040 L.
10512 1050 L.
10515 1060 . L.
10518 1070 L.

10521 1080 '
L.
10524 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . .L.
- 10533 1120 L.
10536 1130 L.
10539 1140 L.
10542 1150 L.
10545 1160 L.
10548 1170 L.
10551 1180 L.
10554 1190 L.
10557 1200 - L.
10600 1210 . . . . . . . . . . . . . . . . . . . .L.
10603 1220 - L.
10606 1230 L.
10609 1240 L.
1 L
106
5 1260 .
10618 1270 L.
10621 1280 L.
10624 1290 L
.
10627 1300 L
10630 1310. L
10633 132o L.
._'".._ ._."._.... ---- _..10636-1330_. __ .... .. _. __ _. .___.._ .._. .... :._ ,_ _ _ . ...."... ... L:. _.._.._ ._._ __ __. ." _. .... .... .. ...
10639 1340 L.
10642 1350 L.
10645 1360 L.
10648 1370 L.
1065 1380 L.
10654 4 1390 L.

10657 1400 '
L.
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10703 1420 L.
10706 1430 L.
10709 1440 L.
10712 1450 L.
10715 1460 L.
10718 1470 L.

1072 1480 '
L.
10724 4 1490 L.
10727 1500 L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10733 1520 L.
10736 1530 L.
10739 1540 L. _
Page 91
warrior_2yr_calibrated_nolake.out
10742 1550 L. -
10745 1560 L.

10748 1570 '
L.
10751 1580 L.
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . L-
10803 1620 • . L.
10806 1630 L.
10809 1640 L.
10812 1650 L.

10815 1660 '
L.
10818 1670 L.
10821 1680 L.
10824 1690 - L.
10827 1700 L.
10830 1710 . . . . . . . . . . . L.
10833 1720 - L.
-
10836 1730 L.

10839 1740 '
L.
10842 1750 L.
10845 1760 L.
10848 1770 L.
10851 1780 L.
10854 1790 L.
10857 1800 - L.
10900 1810. L.

10903 1820 '
L.
10906 1830 L.
10909 1840 L.
10912 1850 L.
10915 1860 . L.
10918 1870 L.
1092 1880 L.
10924 4 1890 L.

10927 1900 '
L.
10930 1910 . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . .L.
10933 1920 L.
10936 1930 L.
10939 1940 L.
10942 1950 L.
10945 1960 L.
10948 1970 L.

10951 1980 '
- L.
10954 1990 L.
10957 2000 L.
11000 2010 . . . L.
11003 2020 L.
11006 2030 L.
11009 2040 ". L.
11012 2050 L.

11015 2060 '
L.
11018 2070 L.
11021 2080 .. L. -
11024 2090 L.
11027 2100 L.
11030 2110 . . . . . . . . L.
11033 2120 - LL.
11036 2130 LL.

11039 2140 '
LL.
31042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.
11100 2210. . . . . LL.

11103 2220 '
- LL. -
11106 2230 LL.
11109 2240 - LL.
Page 92
warri orlyr_cal1 bratel_nol ale. out .
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL.
11121 2280 - LLL.
11127 2300 LLL.
' 11124 2290 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLL.
11130 2310 .LLL.
11133 232o LLL.
11136 2330 LLL.
11139 2340 - LLL.
11142 2350 LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL
11157 2400 LLLLLLLLLLLLL.
.
11200 2410 .LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 243. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11209 244. .0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
11212 245. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXX.
' 1121S 246. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXxX
11218 247. 0 LLLLLX.
.
11221 248 0 LLLLLX.
11224 249. . 0 LLLLLX
11227 250. o LLLLLX.
.
11230 251. .O. . . . . . . LLLLLX.
11233 252. 0 LLLX.
11236 253. 0 LLLX.
' 11239 254. .O LLLX.
11242 255. 0 LLLX.
11245 256. 0 LLLX.
11248 257. 0 LLX.
11251 258. 0. LLX.
11254 259. 0. LLX.
11257 260. 0. LLX.
11300 261. .0. . . . . .LLX.
11303 262. o LX.
11306 263. o Lx.
11309 264. O LX.
11312 265. O LX.
11315 266. 0 LX.
11318 267. o Lx.
11321 268. o Lx.
11324 269. O LX.
11327 270. O LX.
11330 271. 0 . . . . . . . LX.
11333 272. 0 LL.
...... ..
21336 273: _o _ .. _.__ _. _. - : __ . _ ... ..... .. _ _.... ... .. .... .__. tt...
11339 274. o LL.
11342 275. O LL.
11345 276. o LL
11348 277. o L.
.
' 1135 278. o L.
11354279. O L.
11357 7 280. O L.
11400 281. . .D. . .L.
11403 282. D L.
11406 283. O L
11409 284. o L.
.
11412 285. O L.
' 11415 286. O L
11418 287. O L.
11421 288. O L
11424 289. O L.
.
11427 290. 0 L.
11430 291. O . . . . . . . . . . . . . . . . . . . . . . . .L.
.
11433 292. o L.
11436 293. 0 L.
' 11439 294. O L.
Page 93
warrior_2yr_calibrated_nolake. out
' 11442 295. O L
11445 296. O L.
11448 297. O L
11451 296. O L.
.
11454 299. O L.
11457 300.0 L.
1
150 KK 1CT06
151 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL O. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST8 & BW14
' 153 HC HYDROGRAPN COMBINATION +++
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
+++ +++ +++ +++ +++
HYDROGRAPH AT STATION 1106
' PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 566. 13.10 131. 53. 53. 53.
(INCHES) .156 .156 .156 .156
(AC-FT) 65. 65. 65. 65.
CUMULATIVE AREA - 7.83 SQ MI
1
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
' PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
+ 6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT c
+ BW1 65. 12.40 10. 4. 4. .66
ROUTED TO
' + sT1 63. 13..10 9. 4. 4. .66
HYDROGRAPH AT
+ BW2 110. 12.55 20. 8. 8. .91
HYDROGRAPH AT
+ BW3 204. 12.45 33. 13. 13. 1.54 ,
3 COMBINED AT
' + 10701 313. 12.50 62. 25. 25. 3.11
ROUTED TO
+ LAKEST 309. 12.70 57. 23. 23. 3.11
Page 94
warrior_2yr-cal i brated_nol ake. out
HYDROGRAPH AT
+ BW4 105. 12.40 15. 6. 6. .79
2 COMBINED AT
+ - LAKEDCT 365. 12.65 73. 29. 29. 3.90
ROUTED TO
+ ST2 361. 12.85 68. 27. 27. 3.90
HYDROGRAPH AT
+ BWS 25. 12.35 3. 1. 1. .13
HYDROGRAPH AT
+ Bw7 187. 12.45 29. 12. 12. 1.08
3 COMBINED AT
+ 3CT02 458. 12.85 100. 40. 40. 5.11
ROUTED TO
+ ST3 448. 12.90 99. 40. 40. 5.11
HYDROGRAPH AT
+ BW6 21. 12.40 3. 1. 1. .21
2 COMBINED AT
+ 3CT03 456. 12.90 102. 41. 41. 5.32
ROUTED TO
+ 5T4 450. 13.05 95. 38. 38. 5.32
HYDROGRAPH AT
+ BW8 128. 12.65 28. 11. 11. 1.68
ROUTED TO
+ STS 127. 12.75 27. 11. 11. 1.68
HYDROGRAPH AT _
+ BW9 11. 12.35 2. 1. 1. .10
HYDROGRAPH AT
+ BW10 19. 12.40 3. 1. 1. .14
4 COMBINED AT
+ 1CT04 554. 13.05 126. 51. 51. 7.24
ROUTED TO
+ ST_E 546. 13.05 125. 50. 50. 7.24
HYDROGRAPH AT
+ BW12 27. 12.40 S. 2. 2. .45
ROUTED TO
+ ST7 26. 12.55 5. 2. 2. .45
HYDROGRAPH AT
+ BWll 10. 12.30 1. 0. 0. .02
HYDROGRAPH AT
+ BW13 14. 12.30 1. 1. 1. .05
4 COMBINED AT
+ DCTOS 564. 13.05 132. 53. S3. 7.76
ROUTED TO
+ STS 563. 13.10 130. 52. 52. 7.76
HYDROGRAPH AT
+ BW14 19. 12.30 2. 1. 1. .07
Page 95
warrior_2yr-calibrated-nolake.out -
2 COMBINED AT
+ ICT06 566. 13.10 131. 53. 53. 7.83
1
SUMMARY OF KINEMATIC WAVE - MUSKINGUM-CUNGE ROUTING
(FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW)
INTERPOLATED TO
COMPUTATION INTERVAL
ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME
PEAK PEAK
(MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN)
ST1 MANE 2.51 63.50 786.70 .13 3.00 63.48 786.00 .12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4927E+01 EXCESS- .0000E+00 OUTFLOW- .4428E+01 BASIN STORAGE- .1565E+01 PERCENT ERROR= -21.6
LAKEST MANE 2.94 311.72 761.17 .17 3.00 309.48 762.00 .17
CONTINUITY SUMMARY (AC-FT) - INFLOW-- .3073E+02 EXCESS= .ODODE+00 OUTFLOW- .2863E+02 BASIN STORAGE= .2234E+01 PERCENT ERROR= -.5
ST2 MANE 2.95 361.89 771.18 .16 3.00 360.54 771.00 .16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3603E+02 EXCESS- .0000E+00 OUTFLOW- .3388E+02 BASIN STORAGE- .2144E+01 PERCENT ERROR= .0
ST3 MANE .90 456.70 772.75 .18 3.00 447.63 774.00 .18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4976E+02 EXCESS= .0000E+00 OUTFLOW- .4932E+02 BASIN STORAGE- .4820E+00 PERCENT ERROR- -.1
ST4 MANE 3.00 455.21 783.74 .17 3.00 450.46 783.00 .17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5077E+02 EXCESS- .0000E+00 OUTFLOW- .4762E+02 BASIN STORAGE- .3404E+01 PERCENT ERROR- -.5
ST5 MANE 2.83 127.04 763.80 .15 3.00 126.60 765.00 .15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+02 EXCESS= .0000E+00 OUTFLOW= .1330E+02 BASIN STORAGE- .4562E+00 PERCENT ERROR= .0
ST6 MANE .61 551.38 783.88 .16 3.00 546.40 783.00 .16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6249E+02 EXCESS- .0000E+00 OUTFLOW- .6212E+02 BASIN STORAGE= .4025E+00 PERCENT ERROR= -.1
ST7 MANE 2.61 26.22 751.48 .10 3.00 25.80 753.00. .10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2468E+01 EXCESS= .0000E+00 OUTFLOW- .2361E+01 BASIN STORAGE= .1254E+00 PERCENT ERROR= -.7
ST8 MANE 1.36 563.36 785.74 .16 3.00 562.92 786.00 .16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6549E+02 EXCESS- .0000E+00 OUTFLOW= .6459E+02 BASIN STORAGE= .1062E+01 PERCENT ERROR= -.2
*** NORMAL END OF HEC-1***
Page 96
FLOOD HYDROGRAPH PACKAGE (HEC-1)
JUN 1998
I +««+*+«+ VERSION 4.1
RUN DATE 28AUG02 TIME 09:58:42
warrior_2-yr_lake.out *+«x+*xx**«**«xx***********++«******
U.S. ARMY CORPS OF ENGINEERS
HYDROLOGIC ENGINEERING CENTER
609 SECOND STREET
DAVIS, CALIFORNIA 95616
xxx+6-110+«xx+x++++«++x
xxx«+x++xxx++9x6
X x X)OOO KX ) )OM x
' x X X X X xX
X x x X X
)000000( XXXX X xXxX( X
X X x x X
X X X X X X
' X x )OODD X ) OO= XXX
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECI (JAN 73), HECIGS, HECIDB, AND HECIKW.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTPAN77 VERSION
NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE SINGLE EVENT DAMAGE CALCULATION, DSS: WRITE STAGE FREQUENCY,
'
DSS: READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM
1 HEC-1 INPUT PAGE 1
LINE ID....... 1....... 2.......3.......4........5. ......6.......7.......8. ......9. .....10
1 ID BIG WARRIOR CREEK STREAM RESTORATION
'
2 ID INPUT FILE: WARRIORCREEK.DAT
3 ID SCS TYPE-II DISTRIBUTION
4 ID 2 YR De5ig0 Storm
5 ID
*** FREE
***
*DIAGRAM
6 IT 3 0 0 300
7 IO 4

9 KK Bwl
10 KO 0 2
11 BA 0.66
12 PB
13 Pi 0.0000 0.0064 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096
14 PI 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0128 0.0128 0.0128 0.0128
'
15 PI 0.0128 0.0128 0.0128 0.0128 0.0128 0.0160 0.0160 0.0160 0.0160 0.0160
16 Pi 0.0160 0.0160 0.0160 0.0192 0.0224 0.0224 00224 0.0256
. 0.0256 0.0288
17 PI 0.0288 0.0320 0.0384 0.0480 0.0576 0.0672 0
.0832 0.3328 0.8832 0.1408
18 PI 0.0896 0.0736 0.0576 0.0480 0.0416 0.0352 0.0320 0.0288 0.0256 0.0224
19 PI 0.0224 0.0224 0.0192 0.0192 0.0192 0.0192 0.0192 0.0160 0.0160 0.0160
20 PI 0.0160 0.0160 0.0128 0.0128 0.0128 0.0128 0.0128 0.0128 0.0128 0.0128
21 PI 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096
22 PI 0.0096 0.0096 0.0096 0.0096 0.0096 0.0096 0.0064 0.0000
I
23 LS 0 . 56
24 UD 0.16
25 KK ST1
26 KO 3
27 KM ROUTE FROM BW1 TO. JCTO1
28 RK 11105 0.018 0.09 TRAP 5 1
I Page 1
w arrior_2-yr_lake.out
29 KK BW2
'
30 Ko 0 2
31 BA 0.91
32 LS 0 59
33 UD 0.29
34 KK BW3
35 KO 0 2
36 BA 1.54
'
37 LS 0 59
38 UD 0.25
39 KK BW4
40 KO 0 2
41 BA 0.79
42 LS 0 67
43 uD 0.19
'
1 HEC-1 INPUT PAGE 2
LINE ID....... 1....... 2.......3.......4.......5.. .....6.......7.......8. ......9. .....10
44 KK JCT01
45 KO 3
46 KM COMBINE HYDROGRAPHS FROM ST1 BW2 BW3 BW4
'
47 HC 4
48 KKYMCALAKE
49 KO 3
50 KM ROUTE THROUGH YMCA LAKE
' 51 RS 1 FLOW -1
52 SA 128.8 162.5
53 SE 1200 1210
'
54 SQ 1.3 91.6 256.4 469.8 722.3 751.5 1768.8 3629.5 6055.4 8950.8
55 SQ 11397.6
56 SE 1200 1201 1202 1203 1204 1205 1206 1207 1208 1209
S7 SE 1209.75
58 KK ST2
59 KO 3
60
60
KM ROUTE FROM VMCALAKE TO ]CT02
'
61
-RK 2630 0.003 0.09 TRAP
5 1
62 KK BWS
63 KO 0 2
64 BA 0.13
65 LS 0 59
66 UD 0.13
67 KK BW7
'
68 KO 0 2
69 BA 1.08
70 LS 0 61
71 UD 0.26
72 KK JCT02
73 KO 3
74 KM COMBINE HYDROGRAPHS FROM ST2 BWS BW7
'
75 He 3
76 KK ST3
77 KO 3
78 KM ROUTE FROM 3CT02 TO JCT03
79 RK 760 0.007 0.09 TRAP 5 1
80 KK BW -
'
81 KO 0 0 2
82 BA 0.21
83 LS 0 56
Page 2
warrior_2-yr_lake.out
84 UD 0.16
1 HEC-1 INPUT PAGE 3
LINE ID....... 1....... 2.......3.......4.......5.......6.......7.......8.......9......10
85 KK 3CT03 '
86 KO 3
87 KM COMBINE HYDROGRAPHS FROM ST3 & BW6
88 HC 2
89 KK ST4
90 KO 3 '
91 KM ROUTE FROM JCT03 TO JCT04
92 RK 3850 0.005 0.09 TRAP 5 1
93 KK BW8
94 KO 0 2
95 BA 1.68
96 LS 0 57
97 UD 0.36
98 KK STS '
99 Ko 3
100 KM ROUTE FROM BW8 TO JCT04
101 RK 1765 0.006 0.09 TRAP 5 1
102 KK BW9
103 KO 0 2 '
104 BA 0.10
105 LS 0 56
106 UD 0.14
107 KK BW10
108 KO 0 2
109 BA 0.14
110 LS 0 58
111 UD 0.18 '
112 KK JCT04 ,
113 KO 3
114 KM COMBINE HYDROGRAPHS FROM ST4 STS BW9 OW10
115 HC 4
116 KK ST6
117 KO 3
118 KM ROUTE FROM 3CT04 TO JCTOS
119 RK 535 0.009 0.09 TRAP S 1
120 KK BW12
121 KO 0 2
122 BA 0.45
123 LS 0 54
124 UD 0.16 '
1 HEC-1 INPUT PAGE 4
LINE ID....... 1....... 2........3.......4.......5.......6.......7.......8.......9......10
125 KK ST7
126 Ko 3
127 KM ROUTE FROM BW12 To JCTOS '
128 RK 1415 0.007 0.09 TRAP 5 1
129 KK BWll
130 Ko 0 2
131 BA 0.02
132 LS 0 67
133 UD 0.11
Page 3 '
warrior_2-yr_lake.out
134 KK BW13 '
135 KO 0 2
136 BA 0.05
137 L5 0 60
138 UD 0.08
139 KK JCTOS
140 Ko 3
141 KM COMBINE HYDROGRAPHS FROM ST6 ST7 BW11 BW13 '
142 HC 4
143 KK ST8
144 Ko 3
145 KM ROUTE FROM JCTOS TO JCT06
146 RK 1300 0.008 0.09 TRAP 5 1
147 KK BW14
148 KO 0 2 '
149 BA 0.07
150 LS 0 60
151 UD 0.09
152 KK JCT06
153 Ko 3
154 KM COMBINE HYDROGRAPHS FROM STS & BW14
155 HC 2 '
156 HC
1
INPUT SCHEMATIC DIAGRAM OF STREAM NETWORK
LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW ,
NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW
9 BW1 '
V
V
25 ST1
29 BW2
34 HW3 '
39 Bw4
44 3C'TO1 .................................... '
V
V
48 YMCALAKE
V
V
58 ST2
62 Bw5 '
67 BW7
72 JcT02 ........................
V
V
76 ST3
Page 4
warrior-2-yr_lake.out
80 BW6
85 JCT03............

V

89
ST
V4
93 BW8
V
V
96 575 .
I
102 BW9
107 BW10
112 J0704 ....................................
' V
V
116 576
120 BW12
V
V
125 ST7
129 Bwll
134 BW13
' 139 JCTOS ....................................

V
143 sT8
147 BW14
152...__._ .-JCT06. ... :-. .:'. :. ---- ._.__.. _ . ... ......... .. ... _ .._ ..._ ._ .. .. _ _.. _ . ....... ......_._. . .. ..._ _. _. ._.._...: _._ __ _. .._.___.. ___._. _ ... .. .... .._. __.
(°k°) RUNOFF ALSO COMPUTED AT THIS LOCATION
1++ ++++++a+a+++a+aa+aax+xx+xaaaxaa:xxx a xxaaxx:aaaa xxxaxxxxxx+++++++x+x+
FLOOD HYDROGRAPH PACKAGE (HEC-1) U.S. ARMY CORPS OF ENGINEERS
JUN. 1998 HYDROLOGIC ENGINEERING CENTER
' VERSION 4.1 609 SECOND STREET
DAVIS, CALIFORNIA 95616
+
RUN DATE 28AUG02 TIME 09:58:42
xxxxxxxxaxxxx++++++++++++a++++++++++++aa+
x++x (91
+++++++++++ 6) 756-1104
+++++++++ax+xaa++++aaaxx
BIG WARRIOR CREEK STREAM RESTORATION f
INPUT FILE: WARRIORCREEK.DAT
SCS TYPE-II DISTRIBUTION
2 YR Design Storm
' Page 5
• warrior_2-yr-lake.out
7 IO OUTPUT CONTROL VARIABLES
' IPRNT 4 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0.- HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 3 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
' NQ 300 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 1 0 ENDING DATE
NDTIME 1457 ENDING TIME
KENT 19 CENTURY MARK
COMPUTATION INTERVAL .05 HOURS
TOTAL TIME BASE 14.95 HOURS
' ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES .
LENGTH, ELEVATION FEET
FLOW CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
'
xx+ +xa xx x +++T+++ER+aUaa+ a++ +++ FAHRENHEIT
xxx xxx xa +
++ +++ xx
+ +++ +++
+++ +
a+ +++ +ar
aaa xaa aaa x:a xax xxx
' 9 KK +xxxaxax8x xa++
10 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
'
8 IN TIME DATA FOR INPUT TIME SERIES
JXMIN 15 TIME INTERVAL IN MINUTES
]XDATE 1 0 STARTING DATE
JXTIME 0 STARTING TIME
SUBBASIN RUNOFF DATA
11 BA SUBBASIN CHARACTERISTICS
' TAREA .66 SUBBASIN AREA
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 00 .00 .00
. .00 00
. .00 .00 .00
' .00 .00 .00
.00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 - .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 00 .00 .00
.00 .00 .00 .00 .00 .00 .00 :00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00, .00
Page 6
warrior_2-yr_lake.out
00 .00 00 00 .00 .00
.
. .00 .00 .00 .00
.0o .0o .0o
.0o .00 .0o .0o .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .0o
.00 . oo .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00
.00
.00 .00 .00 .01
.01
.01
.01
.01 '
.O1 .01 .01 .01 .01 .01 .01 .O1 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 *.01 .01 .01 .01 .01 .01
- .O1 .01
.02 .02 02 02 .02 .07 .07 .07 .07 .07
.18 .18 :18 :is .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .01
- .01 .O1 .01 .01

.01
.01
.01 .01 .01 O1
.
.01
.O1
01
01 '
.01 .01 .01 .01 .01
.01 .01 .O1 .01 .O1
.01 .01 .O1 .O1 .01 .01 .01 .O1 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
23 LS SCS LOSS RATE
STRTL 1.57 INITIAL ABSTRACTION
CRVNBR 56.00 CURVE NUMBER

RTIMP
.00
PERCENT IMPERVIOUS AREA '
'
' 24 UD SCS DIMENSIONLE SS UNITGRAPH
TLAG .16 LAG
UNIT HYDROGRAPH

18 END-OF-PERIOD ORDINATES '
281. 943. 1614. 1710. 1412. 928. 577. 381. 242. 158.
100. 65. 42. 27. 18. 12. 7. 2.
1 STATION BWl
(0) OUT FLOW
0. 10. 20. 30. 40. 50. 60. 70. 0. 0. 0. 0. 0.
(L) PRECI P, EXCESS
( -
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 .10 .0
.05 .00
DAHRMN PER
10000 l0___ ______, _________,_ ________, _________,_________,_________,_________,_ ________,_ - _
_______ -
_ '-
_ _ ___,_______ __,
10003 20
10006 30
10009 40
'
10012 So .
10015 60
10018 70
10021 80

_._700247
__...90._ _
10027 100
10030 110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10033 3,20
10036 130
10039 140
10042 150 -

10045
160 '
10048 170
10051 180
10054 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230

' 10109
240 '
10112 250
10115 260
10118 270
10121 280
10124 290
10127 300
Page 7 '
warrior_2-yr_lake.out
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .
10133 320 -

10136
330 '
10139 340
10142 350
10145 360
10148 370
10151 380
10154 390
10157 400

10200
410. '
10203 420
10206 430
10209 440 -
10212 450
10215 460
10218 470 -
1022 480

10224 4
490 '
10227 500
10230 510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10233 520 -
10236 530.
10239 540
10242 550
10245 560

10248
570 '
10251 580
.10254 590
10257 600
10300 610 . . . . . . . . . . . . . . .. .
10303 620
- 10306 630
' 10309 640
10312 650

10315
660 '
10318 670 .
10321 680 -
10324 690
10327 700

10330
710 .
. . _
. . . . . . . . . . . . . .
. . . . .
. . .
.
10333 720
10336 730

10339
740 '
- 10342 750
10345 760
10348 770
10351 780
10354 790
10357 800
10400 .810.
..

10403
820
L. '
10406 830 L.
10409 840 L.
10412 850 L.
10415 860 L
.
10418 870 L
.
1042 880 L.
10424 4 890 L.
10427 900 L.
10430 910 . . . . . . .L.
10433 920 L.
10436 930 .. L.
10439 940 L.
- 10442 950 L.
- 10445
10448 960
970 L.
L.

10451
980
L. '
10454 990 L.
10457 1000 L.
Page 8
' warri orb-Yr_lake
aut
10500 1010 . . . :
. . . . . . . , • .
. . . . • . . .
.L.
10503 1020 L.
10506 1030 L.
10509 1040 L
10512 1050
L.
10515 1060 L.
'
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . . .
.L.
10533 1120 L.
10536 1130 L•
- 10539 1140 L.
I
10542 1150 L.
10545 1160 L.
10548 1170 L.
10551 118o L.
10554 1190 L
10557 1200
L.
10600 1210 . . . . . . . . L.
10603 122
0 L.
'
10606 1230
L.
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 L.
10621 1280 L
10624 1290 L
.
10627 1300 L.

10630 1310
. . . . . . . . . . .
L.
10633 1320 L.
10636 1330 L.
10639 1340 L.
10642 135o L.
10645 1360 L.
10648 1370 L.

10651 1380 L.
10654 1390
L.
'
10657 1400 L.
10700 1410 .L.
10703 1420 L.
10706 1430 L.
10709 1440 L.
10712 1450
10715 1460
10718 1470
10721 1480
10724'1490._ ._..... _. _.. . __._. .. ... _ ._. .. . ... ......._ . .._ _'. .... _.. __..... ..._.. . ._ .. _... _. _... _._..__..
10727 1500
L.
10730 1510 . . . . . . . . L.
10733 1520 L.
10736 1530 L.
10739 1540 L.
10742 1550 L.
'
10745 1560 L.
10748 1570 L.
10751 1580 L.
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . .
. L.
10803 1620 L.
10806 1630 L
.
'
10809 1640 L
.
10812 1650 L.
10815 1660 L.
10818 1670 L.
10821 1680 L.
10824 1690
10827 1700 L.
Page 9
warrior_2-yr_lake.out
10830 1710 .
L,
10833 1720 L.
'
10836 1730 L.
10839 1740 L.
10842 1750 L.
10845 1760 L.
10848 1770 L.
10851 1780 L.
10854 1790 L
10857 1800 .
L.
'
10900 1810
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . .
.L.
10903 1820 L.
10906 1830 L.
10909 1840
` L.
10912 1850 L.
10915 1860 L.
10918 1870 L
.
10921 1880 L.
'
10924 1890 L.
10927 1900 L.
10930 1910 ..
.L.
10933 1920 L.
10936 1930 L.
10939 1940 L.

10942 1950 L
.
10945 1960 L.
I
10948 1970 L.
10951 1980 L.
10954 1990 L.
10957 2000 L.
11000 2010 . . . L.
11003 2020 L.
11006 2030 L.

11009 2040 L.
I
11012 2050
L.
11015 2060 L.
11018 2070 L
11021 2080 L.
11024 2090 L.
11027 2100 L.
11030 2110 . . . . . . . . . . . . . . . . . . . . . .
L.
11033 2120 LL
.
11036 2130
LL.
I
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 LL.

11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
LL.
I
11103 2220 LL.
11106 2230 LL.
11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL. .
11121 228
0 LLL
.
11124 2290 LLL.
'
11127 2300 LLL.
11130 2310 .LLL.
11133 2320 LLL.
11136 2330 LLL.
11139 2340 LLL.
11142 2350 'LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
1115 2380 LLLLLLLLLLLLL.
11154 4 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
Page 10
warrior-2-yr_lake.out '
11200 2410 . . . . . . . . . . . . . . •LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11209 244.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11212 24S:. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11218 247. O LLLLLX.
11221 248. o LLLLLX.
11224 249. 0 LLLLLX.
11227 250. 0 LLLLLX,
11230 251 . . . . . . . . . . . . . . . . . . . . o . . . . . . . ... . . . . . . . . . . . . . . . . LLLLLX.
11233 252. 0 LLLX.
11236 253. 0 LLLX. -
11239 254. O LLLX.

11242 255.
0 '
LLLX.
11245 256. O LLLX.
11248 257. O LLX.
11251 258. O LLX.
11254 259. O LLX.
11257 260. O LLx.
11300 261. O . . . . . . . . . . . . . .LLX.
11303 262. 0 LL.

11306 263.
0 '
LL.
11309 264. o LL.
11312 265. .O LL.
11315 266. o - LL.
11318 267. O LL.
11321 268. o. LL.
11324 269. o LL.
11327 270. o LL.
11330 271. . . . . . . . .0. . . . . . . . . . . . . . . . . . . . . LL.
11333 272. 0 LL.
11336 273. o LL.
11339 274. 0 LL.
11342 275. O LL.
11345 276. 0 LL
.
11348 277. o L
.
11351 278. o L.

11354 279.
O '
L.
11357 280. O L.
11400 281. O . . . . . . . . . . . . . . . . . . L.
11403 282. O L.
11406 283. b L.
11409 284. O L.
11412 285. 0 L.
11415 286. 0 L.
11418 287. O L.
11421 288. 0 L.
......___._......71424289... O_.. ... :.. _.. . ...... ... .. ... ._ ..__.: __ _..._ _._._.... __. _._ __. _. _... _. _. L,._. ..__.. ... ..___"_.. ... .. _. __
11427 290. O L.
11430 291. . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
11433 292. .0 L.
11436 293. .0 L.
11439 294. b L.
11442 295. .0 L.

11445 296.
o '
L.
11448 297. o L.
11451 298. o L.
11454 299. o L.
11457 300----- ----- O------------------------------------------------------------ L,
1
25 KK • ST1
Page 11
warrior_2-yr_lake.out
26 KO OUTPUT CONTROL VARIABLES '
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL O. HYDROGRAPH PLOT SCALE '
ROUTE FROM BW1 TO JCT01
HYDROGRAPH ROUTING DATA '
28 RK KINEMATIC WAVE STREAM ROUTING
L 11105. CHANNEL LENGTH
S .0180 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE '
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A'MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM '
PEAK CELERITY
(MIN) (FT) (CFS) (MIN) (IN) (FPS)
MAIN .83 1.42 2.51 616.94 63.50 786.70 .13 4.22
CONTINUITY SUMMARY (AC-FT) - INFLOW- .4927E+01 EXCESS= .0000E+00 OUTFLOW= .4428E+01 BASIN STORAGE- .1565E+01 PERCENT ERROR- -21.6 '
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
MAIN .83 1.42 3.00 63.48 - 786.00 .12
xxx xxxHYDROGRAPH AT STATION STI
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 63. 13.10 9. 4. -4. 4. '
(INCHES) .125 .125 .125 .125
(AC-FT) 4. 4. 4. 4.
CUMULATIVE AREA = .66 SQ MI
xxx xxx xxx xxxxxxxxxxx xxx xxx xxx xxx xxx xxx xxx xxx +xx xxx xxx xxx xxx xxx xxx xxx xxs xx: xxx xxx xxx xxx xx+ xxx xxx xxx
29 KK BW2
30 KO OUTPUTCONTROL VARIABLES - '
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
. Page 12
warrior-2-yr_lake.out
¦ QSCAL 0. HVDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
I 31 BA SUBBASIN CHARACTERISTICS
TAREA .91 SUBBASIN AREA
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
' ao 00 00 00 00 00 00 00 00 00
00 00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .oo .00 .00 .00 .00 .00 .00 .00 .00
.00 .06` .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 00 00 00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 00 woo 00 .00 00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 00
.00 .00 .00 .00 .00 .0o .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 :80 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 01 ..01 .01
.01 .01 .01 .01 .01 .01 .01 . .O1 .01 .01
.01 .01 .01 .O1 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.02 .02 .02 .02. .02 .07 .07 .07 .07 .07
' .18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 02 .02 .02 .01 .01 .01 .01 .01
.01 .01 :01 01 .01 01 .O1 01 01 01
.01 .01 .01 .Ol .01 .01 .O1 .01 :01 .01
.01 .01 .01 .01 01 .01 .01 .01 -.01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
32 LS SCS LOSS RATE "
STRTL 1.39 INITIAL ABSTRACTION
CRVNBR 59.00 CURVE NUMBER -
RTIMP .00 PERCENT IMPERVIOUS AREA
.._-33-UD' SCS -DIMENSIONLESS' UNITGRAPH
TLAG .29 LAG
' UNIT HYDROGRAPH
31 END-OF-PERIOD ORDINATES
99. 294. 603. 999. 1288. 1389. 1372 1230. 1049. 803.
597. 457. 358. 280. 213. 166. 129. . 99. 75. 58.
46. 35. 27. 21. 16. 13. 11. - 8. 6. 3.
1.
1 STATION BW2
' - (0) OUTFLOW
0. 20. 40. 60. 80. 100. 120. 0. 0. 0. 0._ 0. 0.
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 (L) PR10 P, (.05EXCE55 .00
DAHRMN PER
10000 10---------•---------•---------•---------•---------•---------•-------------------•-------- -----'
10003 20
10006 30
' 10009 40
Page 13
warrior_2-yr_lake.out
' 10012 So
10015 60
10018 70
10021 8o.
10024 90
10027 100
10030 11 .
10033 120
' 10036 130
10039 140
10042 1 5
o
10045 160
10046 170
10051 180
10054 190
10057 200
' 10100 210
10103 220
10106 230
10109 240
10112 250
10115 260
10118 270
10121 280
' 10124 290 . . . . . . . . . .
10127 300
10130 310 .
10133 320
10136 330
10139 340
10142 350 .
10145 360
' 10149 370
10151 380
10154 390
10157 57 400
10200 410 .
10203 420
10206 430
10209 440
10212 450
' 10215 460
10218 470
10221 480
10224 490
10227 500
10230 510 . . . . . . . . . . . .
10233 520
10236 530
' 10239 540 .
10242 550
10245 560
10248 570
10251 580
10254 590
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . .
' 10303. 620 .
10306 630
10309 640
10312 650
10315 660
10318 670
10321 680
10324 690
' 10327 700
10330 710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.
10333 720
10336 730
10339 740
Page 14
warrior-2-yr_lake.out
10342 750
10345 760
10348 770
10351 780
10354 790 ..
10357 800
10400 81o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10403 820 _ L.
10406 830 L.
10409 840 L.
10412 850 L.
10415 860 L.
10418 870 L.
10421 880 L.

10424 890 '
L.
10427 900. L.
10430 910 . . . . . . . . L.
10433 920 L.
10436 930. L.
10439 940 .. L.
10442 950 L.
10445 960
- L.

10448 970 '
L.
10451 980 L.
10454 990 . L.
10457 1000 L.
10500 1010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10503 1020 L.
10506 1030 L.
10509 1040 L.
10512 1050 L.
10515 1060 L.
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . .L.
10533 1120 L.

10536 1130 '
L.
10539 1140 L.
10542 1150 L.
10545 1160 L.
10548 1170 L.
10551 1180 L.
10554 1190 L
10557 1200 L
10600 1210. . . . . . . . . L
10603 1220 L
..__._.....10606-1230._._.__ -;..... _. .._..... :._ __.. _ __ .. _ ._..._ __ ._. .._._.. __ _.... ._.__..L
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 L.
1062 1280 L.
10624 4 1290 L.

10627 1300 '
L.
10630 1310 . . . L.
10633 1320 L.
10636 1330 L.
10639 1340 L.
10642 1350 L.
10645 1360 L.
10648 1370 L.

106511380 '
L.
10654 1390 L.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10703 1420 L.
10706 1430 L.
10709 1440 L.
Page 15
warrior_2-yr_lake.out
10712 1450 L.
10715 1460 L.

10718 1470
L. '
10721 1480 L:
10724 1490 L.
10727 1500 L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10733 1520 . L.
10736 1530 L.
10739 1540 L.

10742 1550
L. '
10745 1560 - L.
10748 1570 L.
10751 1580 L.
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . .L.
10803 1620 L.

10806 1630
L. '
10809 1640 L.
10812 1650 L.
10815 1660 L. -
10818 1670 L.
10821 1660 L.
10824 1690 L.
10827 1700 L.

10830 1710.
L. '
10833 1720 - L.
10836 1730 L.
10839.1740 L.
10842 1750 L. -
10845 1760 L.
10848 1770 L.
1085 1780 L.
10854 4 1790 L.

10857 1800
L. '
10900 1810. . . . . . . . . L.
10903 1820 L.
10906 1830 L.
10909 1840 L.
10912 1850 - L..
10915 1860 L.
10918 1870 - L.

10921 1880
L. '
10924 1890 L.
10927 1900 L.
10930 1910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10933 1920 L.
10936 1930 L.
10939 1940 L.
10942 1950 L.
-

10945 1960
L. '
10948 1970 L.
10951 1980 L
.
10954 1990 L.
10957 2000 . L.
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11003 2020 L.
11006 2030 L.

11009 2040
L. '
11012 2050 L
. -
11015 2060 L
.
11018 2070 L.
11021 2080 L.
11024 2090 L.
11027 2100 .. L.
11030 2110. L.

11033 2120
LL. '
11036 2130 LL.
11039 2140 LL.
Page 16
' warrior_2-yr_lake.out
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.
'
. . .
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
LL
.
11103 2220 LL
.
11106 2230 LL.
11109 2240 - LL.
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL.'
11127 2300 LLL.
11130 2310 ... .LLL.
11133 2320 LLL.
11136 2330 LLL.
11139 2340 LLL.
11142 2350
5 LLL.
11145 23
0 LLL.
'
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11209 244. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX(.
11212 245. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL)O=.
'
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXXX.
11218 247. 0 LLLLLX.
11221 248. 0 LLLLLX.
11224 249. 0 LLLLLX.
11227 250. . 0 LLLLLX.
11230 251. . . . .o. LLLLLX.
11233 252. o LLLX.
11236 253. 0 LLLX.
'
11239 254. 0 LLLX.
11242 255. . O LLLX.
11245 256. O. LLLX.
11248 257. O - LLLX.
11251 258. 0 LLX.
11254,259. .O LLX.
11257 260 0. LLX.
11300 261 0.
' .LLX.
11303 262 0 LX.
-11306...263. -o Lx:.
11309 264. 0 LX.
11312 265. 0 LX.
11315 266. .O LX.
11318 267. 0 LL.
1132 268. O LL.
11324 269. 0. LL.
'
11327 7 270. 0 LL.
11330 271. 0 . LX.
11333 272. o LL.
11336 273. 0 LL.
11339 274. O LL.
11342 275. 0 LL.
11345 276. O LL.
11348 277. o L
.
I
1135 278. 0 L
.
11354 4 279. o L.
11357 280. o L.
11400 281. . . . . .0. . . . . L.
11403 282. o L.
11406 283. o L.
11409 284. 0 L.
Page 17
11412 285. O
11415 286. O
11418 287. .0
11421 288. .0
11424 289. .O
11427 290. .0
11430 291. . . . . .O . . . . . . . . . . . . . . . . . . . . . . .
11433 292. 0
11436 293. 0
11439 294. 0
11442 295. O
11445 296. O
11448 297. 0.
11451 298. 0
11454 299.. 0.
.
11457 300.--------0•---`-----•---------•---------•---------•------
1
+++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++
+++++++++++
34 KK BW3
35 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HVDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
36 BA SUBBASIN CHARACTERISTICS
TAREA 1.54 SUBBASIN AREA
,PRECIPITATION DATA
12 PS STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00
00 00 .00 00 .00
.oo :00 .00 .oo 00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .oo Oo 00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.DO .00 .00 .00 .00
.DO .00 .00 .00 .00
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .O1 .01 .01 .01
.02 - .02 .02 .02 .02
.18 .18 .18 .18 .18
.02 .02 .02 .02 .02
warrior_2-yr_lake.out .
L.
L.
L.
L.
. . . . . . . . . . . . . .L.
L.
L.
L.
L.
L.
.00 .00 00 .00 .00
.00 .oo .oo .00 .00
00 .00 00 .00 .00
.00 .00 .oo .00 .00
.00 .00 .00 .00 .00
.OD .00 .00 .00 .00
.00 .00 .00 .00 .00
00 .00 Oo 00 .00
.oo .oo .oo .00 .00
.00 .00 .00 .DO .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .00
.00 .00 .0o .00 .00
.00 .00 .00 .00 .00
.00 .00 .00 .00 .DO
.OD .00 .00 .00 .00
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.01 .01 .01 .01 .01
.07 .07 .07 .07 .07
.03 .03 .03 .03 .03
.01 .01 .01 .01 .01
Page IS
warrior_2-yr_lake. out '
- 01 .O1 01 .01 .01 .01 .01 .01 .01 .01
.01 .O1 ^01 .01 .01 01 .01 01 .01 01
.01 .01 .01 .01 .01 :01 .01 ^01 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
37 LS SCS LOSS RATE

STRTL
1.39
INITIAL ABSTRACTION '
CRVNBR 59.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
38 UD SCS DIMENSIONLE SS UNITGRAPH
TLAG .25 LAG'
UNIT HVDROGRAPH
27 END-OF-PERIOD ORDINATES
236. 720. 1504. 2298. 2679. 2679. 2377. 1961. 1416. 1025.
757. 578. 427. 319. 238. 176. 130. 97. 73. 54.
40. 30. 24. 18. 12. 7. 2.
1 STATION BW3
(O) OUT FLOW
0. 40. 80. 120. 160. 200. 240. 0. 0. 0. 0. 0. 0.
(L) PR
1P, EXCE55
(X
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 10 os 00
DAHRMN PER
10000 10-- -------^ ---------•- --------•- --------•---------•-- -------•---------•---------•- --------•- --------^------ ---•------- --•
10003 20
10006 30

10009 40 '
10012 50
10015 60
10018 70
10021 80
10024 90
10027 100
10030 110 . . . . . . . . . . . . . . . . . . . . . .
10033 120
10036 130
10039 140
10042 150
10045 160
10048 170
100s1 180
10064 190
.10057 200
10100 210 . . . . . . . . . . . . . . .
.
.

_.-10103 -220 _.
. _...
__--_ .
. ,..
.. _..
_ ._ _ .
- _
_ __.... .......__.._ _.._ ._. _ . .. ..... .... ...
10106 230
10109 240
10112 250
10115 260
10118 270
10121 280

10124 290 '
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10133 320
10136 330
10139 340
10142 350
10145 360

10148 370 '
10151 380
10154 390
10157 400
10200 410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
10203 420 ..
10206 430 ..
Page 19 '
warrior-2-yr_lake.out
10209 440
10212 450

10215 460 '
10218 470
10221 480
10224 490
10227 500
10230 510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10233 520
10236 530 ..

10239 540 '
10242 550
10245 560
10248 570 ..
10251 580
10254 590 -
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

10303 620 '
10306 630
10309 640
10312 650
10315 660
10318 670
10321 680
10324 690
10327 700
10330 710 . . . . . . . . . . . . . . . . . . .
10333 720
10336 730
10339 740
10342 750
10345 760
10348 770
10351 780

10354 790 '
10357 800
10400 810. .
10403 820 - L.
10406 830 L.
10409 840 L.
10412 850 L.
10415 860 L.

- 10418 870 '
L.
10421 880 L.
10424 890 L.
10427 goo L^
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L.
10439 940 L.

1042 95 '
L
960 L.
10448 970 - L.
10451 980 L^
10454 990 L.
10457 1000 L.
10500 1010 . . . . . . . . . . . . . . . . . . . .L.
10503 1020 L^

10506 1030 '
L.
10509 1040 - L.
1OS12 1050 L.
- 10515 1060 L.
10518 1070 L.
105211080 L.
10524 1090 L.
10527 1100 L.

10530 1110 .
. .
. . . . .
. . . . .
. . . '
L^ -
10533 1120 L.
10536 1130 L. -
Page 20
' warrior-2-yr_lake.out
10539 1140 L.
10542 1150 L.
10545 1160 L.
10548 1170 L.
10551 1180 L.
10554 1190 L.
10557 1200 L.
'
10600 1210 L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 L.
1062 1280 L.
'
10624 4 1290 L.
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10633 1320 L.
10636 1330 L.
10639 1340 L.
10642 1350 L.
10645 1360 L:
'
10648 1370 L.
10651 1380 L.
10654 1390 L.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10703 1420 L.
10706 1430 L.
10709 1440 L
.
'
10712 1450 L
.
10715 1460 L.
10718 1470 L.
10721 1480 L
.
10724 1490 L
.
10727 1500 L.
10730 1510 L.
10733 1520 L.
10736 1530 L.
10739 1540 L.
10742 1550 L.
10745 1560 L.
10748 1570 L.
10751 1580 L.
10754 1590 L
.
10757 1600 L
.
10800 1610 . . . . . . . . . . . .
. .
.
'
'
'
' L.
__..___' __ ._.__._.._..._...10803...1620....__ ... ... .
.
.
_
.... ._
.__ :._.. ._ L:. ...
10806 1630 L.
10809 1640 L.
10812 1650 L.
10815 1660 L.
1818 1670 L.
10821 1680 L.
'
10824 1690 L.
10827 27 1700 L.
10830 1710 -
L.
10833 1720 L.
10836 1730 L.
10839 1740 L.
10842 1750 L.
10845 1760 L.
'
10848 1770 L
.
10851 1780 L
.
10854 1790 L
.
10857 1800 L
.
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10903 1820 L.
10906 1830 L.
Page 21
warrior_2-yr_lake.out
10909 1840 L.
10912 1850 L.
10915 1860 L.
10918 1870 L.
10921 1880 L.
10924 1890 L.
10927 1900 L.
10930 1910 . . . L.
-
10933 1920 L.
10936 1930 L.
10939 1940 L.
'
10942 1950 L.
10945 196o L.
10948 1970 L
.
10951 1980 L
.
10954 1990 L.
10957 2000 L
. .
11000 2010 L.
11003 2020 L.
'
11006 2030 L.
11009 2040 L.
11012 2050 L.
11015 2060 L.
11018 2070 L
.
1102 2080 L
11024 2090 L.
11027 7 2100 L.
11030 2110 L.
11033 2120 LL
.
11036 2130 LL
.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL
.
11051 2180 LL
.
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL
.
11103 2220 LL
.
11106 2230 LL.
11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL.
11127 2300 LLL.
11130 2310 . . . . . . . LLL.
11133 2320 _ LLL.
11136 2330 LLL.
11139 2340 LLL.
'
11142 2350 LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11209 244. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXXX
.
11218 247. O LLLLLX
.
11221 248. 0 LLLLLX.
11224 249. 0 LLLLLX.
11227 250. .0 LLLLLX.
'
11230 251. . . . . . . . . . . . . .
.0. ..
. . .
LLLLLX.
11233 252. 0 :
LLLX.
11236 253. O LLLX.
Page 22
warrior-2-yr_lak e.out '
11239 254. o LLLX,
11242 255. 0 LLLX.
11245 256. .O LLLX,
11248 257. - O LLX.
11251 2S8. O LLX.
11254 259. o LLX.

11257 260.
O
LL
X. '
11300 261. . . . . 0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Lu
c.
11303 262. O LX.
11306 263. o. Lx.
11309 264, 0. LX,
11312 265. o LX.
11315 266. O LX.
11318. 267. D LL.

11321 268.
0
LL. '
11324 269. O LL,
11327 270. D LL.

11330271.
0
.
.
.....
.....
..
.....
.. Lx

.
11333 272. 0 - LL
.
11336 273. o LL,
11339 274. O LL.
11342 275. o LL,
11345 276. o LL.

11348 277.
0
L. '
11351 278. 0 L,
11354 279. 0 L.
11357 280. .O L.
11400 281, . . . . .O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11403 282. O L

11406 283.
O
L.
L:
11409 284. o L,

8 L.
11415 2
6. o . L.
11418 287. O. L,
11421 288. 0. L•
11424 289. O. L•
11427 290. O. L. ,
11430 291. . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11433 292. O. L,
11436 293. o L•
11439 294. O L•
11442 295. o L,
11445 296. o L.
11448 297. O L,
11451 298. O .. L•
11454 299
11457 300 O
-__0---------------------- ,_
______ ________ _
_______,
___ ____ L
L.
1
39 KK +++++BW4++ - '
40 KO OUTPUT CONTROL VARIABLES .
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL

QSCAL O.
HYDROGRAPH PLOT SCALE '
SUBBASIN RUNOFF DATA
41 BA SUBBASIN CHARACTERISTICS
TAREA .79 SUBBASIN AREA
Page 23
war rior_2-yr-lake.out
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION '
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 00
. .00 .00 00 .00 .00 .00 .00 .00
.00
.00 :Do .00 .oo .00 .00 .00 .oo .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .oo .0o 00 .00 .oo

.00 .00
.00 .00
.00
.00
.00
.00
.00
.00 '
.00 .00 .00 .00 .00 .00 .00 .00 .00 0D
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .0o 00 .00 .00 00
. 00 .00 .00
.00 .00 .00 .00 .00 00
. .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .OD .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01 ,
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01

.01 .01
.01 .01
.01
.01
.01
.01
.O1
.O1 '
.02 .02 .02 - .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .01 .01 .01 .01 .01
.01 .01 •01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 01 .01 .01 .01 .01 .01 .01
.01 .01 .01 :01 .01 .00 .00 .00 .00
42 LS SCS LOSS RATE
STRTL .99 INITIAL ABSTRACTION
CRVNBR 67.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
43 UD SCS DIMENSIONLESS UNITGRAPH
TLAG .19 LAG
UNIT HYDROGRAPH
21 END-OF-PERIOD ORDINATES
229. 735. 1448: 1761. 1689. 1390. 944. 627. 436. 300.
205. 139. 94, 66. 45. 31. 21. 16. 11. 6.
2.

1
STATION
BW4 '
(0) OUTFLOW
0 40. 80. 120. 160. 200. 240 . 280. 320. 0. 1 0. 0. 0.
. (L) PRECIP, (X) EXCESS
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 .10 .05 .00 -
DAHRMN PER
10000 7A ------------------------------ ----- ____•_________,_ ________ ,_________,__ _______,_ ________,_ ________,_ _____ ___,_________,
10003 20
10006 30
10009 40
10012 SO
10015 60
10018 70
10021 80
10024 90 ..

10027 100 '
10030 110 . . . . . . . . . . . . . . . . . . . . . . . . . .
10033 120
Page 24
10036 130 warrior.2-yr_lake.out
10039 140 .
10042 15
10045 160
10048 170 .
10051 180
10054 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
10109 240
10112 250
1011S 260
10118 270
10121 280
10124 290
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10133 320
10136 330
10139 340
10142 350
10145 360
10148 370
10151 380
10154 390
10157 400
10200 43o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10203 420
10206 430
10209 440
10212 450
10215 460
10218 470
10221 480
10224 490
10227 500
10230 51o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10233 520
10236 530
10239 540
10242 550
10245 560
10248 570
10251 580
10254 590
10257 60o
....._10300 -610- x -:..., . . . . . . . . . . . . . . . . . . . .. . . . . r . . . . . . . ... ....
10303 620
10306 630
10309 640 .
10312 650
10315 660 -
10318 670
10321 680
10324 690
10327 700
10330 710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10333 720
10336 730
10339 740
10342 750.
10345 760
10348 770
10351 780
10354 790
10357 800
10400 810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10403 820 L.
Page 25
warrior_2-yr-lake.out
10406 830 L.
10409 840 L.
10412 850 L,
10415 860 L.
10418 870 L.
10421 880 L.
10424 890 L.
10427 900 L.
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L.
10439 940 L.
10442 950 L.
10445 960 L.
10448 970 L.
10451 980 L.
10454 990 L.
10457 1000 L.
10500 1010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10503 1020 L.
10506 1030 L.
10509 1040 L.
10512 1050 L
.
10515 1060 L
,
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10533 1120 L.
10536 1130 L.
10539 1140 L.
10542 1150 L
.
10,545 1160 L
,
10548 1170 L.
10551 1180 L
.
10554 1190 L
.
10557 1200 L.
10600 1210 . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 L.
306211280 L.
10624 1290 L.
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10633 1320 L.
10636 1330 L.
10639 1340 L.
10642 1350 L.
10645 1360 .. L.
10648 1370 L.
106511380 L.
10654 1390 L.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . L,
10703 1420 L.
10706 1430 L.
10709 1440 L.
10712 1450 L.
10715 1460 L.
10718 1470 - L.
107211480 L.
10724 1490 L.
10727 1500 L.
10730 1510 . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10733 1520 L.
Page 26
warrior-2-yr-lake.out '
10736 1530 L
10739 1540 L. -
-
10742 1550 - L.
10745 1560 L. "
10748 1570 L
10751 1580 L.

10754 1590
L I
10757 1600 L.
10800 1610 . . . . . . . L.
10803 1620 L
10806 1630 L.
10809 1640 . L.
10812 1650 L
10815 1660 L.

10818 1670
L. I
108211680 L.
10824 1690 L.
10827 1700 L.
10830 1710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10833 1720 L.
10836 1730 L
10839 1740 L.

10842 1750
L. I
10845 1760 L.
10848 1770 L.
10851 1760 L.
10854 1790 .. L.
10857 1800 L.
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . .L.
10903 1820 L.
10906 1830 L.

10909 1840
L. '
10912 1850 L.
10915 1860 L.
109181870 L.
10921 1880 L.
10924 1890 L.
10927 1900 L.
10930 1910 .L.

10933 1920
L.' " I
10936 1930 L.
10939 1940 L.
10942 1950 L.
10945 1960 L.
10948 1970 L

10954 1990 L
10957' 2000 L.
_ __.11000 2010 ... ... ...... :... :.... . . .. . .,. _.. ,_ ,.... .: .- ... .-. ._ ; .. L: ._. ..._..._. _. _.._ .__ ...____ .... _... - _
ll003 2020 L.
11006 2030 L.
11009 2040. L
11012 2050 L. ,
11015 2060 L.
11018 2070 L.

11021 2080
L. '
11024 2090 L.
11027 2100 L.
11030 2110 . . . . . . . . . . . . . . . . . . . . . . . .L.
11033 2120 LL
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.

11045 2160
LL. '
11048 2170 LL.
11051 2180 LL.
11054 2190 .. LL. - '
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . ... .,. . . . . . . . . . . . . . . LL. -
11103 2220 LL.

Page 27 '
warrior_2-yr_lake.out
11106 2230 .. LL
11109 2240 LL.

11112 2250
LL. '
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL. "
11124 2290 LLL.
11127 2300 LLL.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLL.
11133 2320 LLL.

11136 2330
LLL. '
11139 2340 LLL.
11142 2350 LLL.
11145 2360 LLL.
11148 2370 - LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 240.0 LLLLLLLLLLLLX.

11200 241. 0
. . . . . . . . .LLLLLLLLLLLLX. '
11203 242. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11206 243. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLXOOOC)(
11209 244. ,0 LLLLLLLLLLLLLLLLLLLLLLLLLLLXDOCXX)X.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLX70W000=.
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLL)OOOOOCX)D=
11218 247. ,O LLLLXX.
11221 248
. .. 0 LLLLXX..
11224 249
. 0 LLLLXX.

11227 250.
0.
LLLLXX. '
-
11230 251. . . . . . . . . . . . . . . . . . . . O : . . . . . . LLLLXX.
11233 252. 0 LLLX. _
11236 253. o LLLX.
11239 254. 0 LLLX.
11242 255. 0. - LLLX.
11245 256. 0 LLLX.
11248 257. o LLX.

11251 258.
.0
LL X. '
11254 259. O. LLX.
11257 260. O LLX.
11300 261. . . . . O. . . . . . . . . . . . . . . . . . . . .LLX.
11303 262. O LX.
11306 263. 0 LX.
-
11309 264. o Lx.
11312 265. o LX.

11315 266.
0
LX. '
11318 267. o LX.
11321 268. o LX.
11324 269. o LX.
11327 270. 0 L.X.
11330 271. . . . . .0. . . . . . . . . . . . . . . . . LX.
11333 272. .O Lx.
11336 273. o Lx.

11339 274.
- 0
LX. '
11342 275. O LX.
.11345 276. O LX.
11348 277. 0. X.
11351 278. o. X.
11354 279. 0. X.
11357 280. o.
X
11400 281. O ". .
X.

11403 262.
0
X. '
11406 283. O X.
11409 284. 0 X.
11412 285. o - X.
11415 286. o x.
11418 287. O X.
1142 288.
11424 4 269. O
o - X.
X.

11427 290.
0
x '
11430 291. . . .O. . . . . . . . . . . . . . . . . . . . . .X.
11433 292. O L. -
Page 28
warrior-2-yr_lake.out
11436 293. o L.
11439 294. o L.
11442 295. O L.
11445 296. 0 L.
I 11448 297. o L.
11451 298. 0 L.
11454 299. o L.
11457 300.-----0'--•---------•---------•----------------------------- •---------- -' '--L.
1
' 1+441KK +1+ xxxxxlJCT01i1«r +++ +++ rrr +rx xxx r+r 1xr 1x1 1x1 xx+ 111 111 ++x +x1 xx+ x11 +x1 +++ x+x xxx xxx xx+ xxx +xx xxx xxx
I 45 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT. CONTROL
QSCAL O. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST1 BW2 BW3 BW4
47 HC HYDROGRAPH COMBINATION
' 1++ xI*OMP rnr NUMBER OF HVD*OGRAPHS TO COMBINE
HYDROGRAPH AT STATION JCTO1
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
' 6-HR 24-HR 72-HR 14.95-HR
+ (C's) (HR)
(CFS)
+ 587. 12.40 99. 40. 40. 40.
(INCHES) .236 .236 .236 .236
(AC-FT) 49. 49. 49. 49.
CUMULATIVE AREA - 3.90 SQ MI
1x1 __ _. _ ... _ _. _ _._ '. _ ... 1x x++ x11 _. . _._ _...... _..... _. .._ _ .... .... . ..... _. ..
x++ r++ 1x+ xx+ rr+ 1++ ++r rr+ rx+ r+x rxx rr+ xxx r1x xx+ xxx «xx xxx xxx 1x1 xx+ 1++ ++1 x11 +++ 1«x x1+ x11 x11 x
' 48 KK YMCALAKE
49 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
' QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE THROUGH YMCA LAKE
HYDROGRAPH ROUTING DATA
51 RS STORAGE.ROUTING
NSTPS 1 NUMBER OF. SUBREACHES
ITYP FLOW TYPE OF INITIAL CONDITION
' RSVRIC -1.00 INITIAL CONDITION
Page 29
warrior-2-yr_lake.out
' X DO WORKING R AND D COEFFICIENT
52 SA AREA 128.8 162.5
53 SE ELEVATION 1200.00 1210.00
54 SQ DISCHARGE 1. 92. 256. 470. 722. 752. 1769. 3630. 6055. 8951.
11398.
' 56 SE ELEVATION 1200.00 1201.00 1202.00 1203.00 1204.00 1205.00 1206.00 1207.00 1208.00 1209.00 _
1209.75
COMPUTED STORAGE-ELEVATION DATA
' STORAGE .00 1453.24
ELEVATION 1200.00 1210.00
COMPUTED STORAGE-OUTFLOW-ELEVATION DATA
STORAGE .00 130.39 264.00 400.86 541.01 684.50 831.35 981.61 1135.32 1292.52
OUTFLOW 1.30 91.60 256.40 469.80 722.30 751.50 1768.80 3629.50 6055.40 8950.80
ELEVATION 1200.00 1201.00 1202.00 1203.00 1204.00 1205.00 1206.00 1207.00 1208.00 1209.00
' +1« STORAGE 1412.73 1453.24
OUTFLOW 11397.60 12213.20
ELEVATION 1209.75 1210210.00
rrr rx
HYDROGRAPH AT STATION YMCALAKE
' PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 32. 14.95 11. 5. 5. 5.
(INCHES) .026 .031 .031 .031
(AC-FT) S. 6. 6. 6.
' PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE -
6-HR 24-HR 72-HR 14.95-HR
+ CAC-FT) (HR)
44. 14.95 14. 6. 6. 6.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
_ 6-HR 24-HR 72-HR 14.95-HR
+ (FEET) (HR)
' 1200.34 14.95 1200.11 1200.04 1200.04 1200.04
CUMULATIVE AREA - 3.90 SQ MI
' ««« ««« ««« ««« ««« ««+ «+« a+« +«« x+« ««+ ««« '«ra ««« re+ ««: ««« rx1 1x1 +«« ««« «xx ««« 1«« xxx ««« ««+ «xx +x« ««« ««« ««« «««
58 KK «««rrST2««
«
' 59 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT O PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE FROM YMCALAKE TO JCT02
Page 30
warrior-2-yr_lake.out
HYDROGRAPH ROUTING DATA
61 RK KINEMATIC WAVE STREAM ROUTING
L 2630. CHANNEL LENGTH
.030 SLOPE
N .
N .090
CHANNEL ROUGHNESS COEFFICIENT I
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
COMPUTED KINEMATIC PARAMETERS I
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM '
PEAK CELERITY
(MIN) (FT) (CFS) (MIN) (IN) (FPS)

MAIN .34
1.42 3.00 328.75 30.57
897.13
.02
1.82 '
CONTINUITY SUMMARY (AC-FT) - INFLOW- .6418E+01 EXCESS= .OO00E+00 OUTFLOW= .5161E+01 BASIN STORAGE- .1274E+01 PERCENT ERROR- -.3
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL

a
aa
MAIN
aa .34 aax

1.42 3.00 aaa 30.56

897.00

.02 I
HYDROGRAPH AT STATION ST2
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR

+ (CFS)
(HR) '
(CFS)
+ 31. 14.95
9. 4. 4. 4.
(INCHES) .021 .025 .025 .025
(AC-FT) 4. 5. 5. 5.

aaa aax
axx CUMULATIVE AREA -
+aa axa aaa aax xax xxa xxx ax 3.90 SQ MI
x aax xaa aaa aaa xxa aaa xxa xxx x+a
aax axx aaa
aaa axa
xxa xxx axx
xxx x
ax aaa axa xax
62 KK xxxxaxaaBWxxaa '
63 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
,PLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE '
SUBBASIN RUNOFF DATA
64 BA SUBBASIN CHARACTERISTICS
TAREA .13 SUBBASIN AREA
PRECIPITATION DATA _
Page 31 '
warriorl-yr _lake.out
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION

13 PI
INCREMENTAL PRECIPITATION PATTERN '
00 00
. .00 00 .00 .00
. .00 .00 .00 .00
.0o
.oo .Oo .00 .00
.00 .00 .DO .00 .00
.00 .00 .00 .00 .00 00
. .00 .00 00 .00
.00 .00 .00 .00 .oo
.oo .DD .00 .oo .oo
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00 .00
.00 .00 .00 .00
.00
.00
.00
.oo '
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .Do .00 .00 .DO .DD .DO .00
Do .00 .00 .00 .00 .00 .DO .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00 .00
.00 .00 .00 .00
.00
.00
.00
.00 '
.00 .00 .00 .00 .00 .00 .Do .oo .00 .oo
.00 .00 .00 .00 00 00
. .00 .00 .00 .00
.00 .00 .00 .00
.oo .00 .00 .oo .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 :01 .01 .01 .01 .01 .01

.02 .02
.02 .02 .02. .07
.07
.07
.07 -
.07 '
.18 .18 .18 .18 .18 .03
- .03 .03 .03 .03
.02 .02 .02 .02 .02
.O1 .O1 .01 .01 .01
.01 .01 :01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01. .01 .01 .01 .01 .00 .00 .00 .00

65 LS
SCS LOSS RATE '
STRTL 1.39 INITIAL ABSTRACTION
CRVNBR 59.00 CURVE NUMBER -
RTIMP .00 PERCENT IMPERVIOUS AREA
66 UD SCS DIMENSIONLESS UNITGRAPH
TLAG .13 LAG xax '
UNIT HYDROGRAPH
15 END-OF-PERIOD ORDINATES
88. 298. 405. 352. 222. 127. 77. 45. 27. 16.
9. 6. 4. 2. 1.
1 STATION BW5
(O) OUTFLOW '
0. 4. 8. -12. 16. 20. 24. 28. 0. 0 . 0. 0. - 0.
P,
(L) P EXCESS
(x
.00 .00 .00 .00 .00 .00 .00 .00 .20 .1 .10
5 05
00
DAHRMN PER
10000 10 -------_-,---------,---------,- ------------------•---------•--------- •---------• --------- •---------•- ----- ---•---------•
10003 20
10006 30

10009
40 '
10012 50
10015 60
10018 70
10021 80
10024 90
10027
10030 100
110
:
.
10033 120
10036 130
10039 140
Page 32
I warrior_2-yr_lake.out
10042 150
10045 160
10048 170
10051 180
10057 200
I 10054 190 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10100 210 .
10103 220
10106. 230
10109 240
10112 250
10115 260
' 10118 270
10121 280
10124 290
10127 300
10130 310 .
10133 320
10136 330
10139 340
' 10142 350
10145 360
10148 370
10151 380
10154 390
10157 400
10200 410 .
10203 420
' 10206 430
10209 440
10212 450
10215 460
10218 470
10221 480
10224 490
10227 500
10230 510 . . . . . . . . . . . . . . . . . . . . . .
' 10233 520 .
10236 530
10239 540
10242 550
10245 560
10248 570
10251 580
10254 590
10257 600
10300 610 .
10303 620
............-20306...630
10309 640
10312. 650
10315 660
10318 670
10324 690
' 10321 680 . . . . . . . . . . . . . . . . . . . .
10327 700
10330 710 .
10333 720
.,. 10336 730
10339 740 -
10342 750
' 10345 760
10348 770
10351 780
10354 790
10357 800
10400 810 . . . . . . . . . . . . . . . . .
10403 820 L
10406 830 L.
.
10409 840 L.
Page 33
warrior_2-yr_lake.out
10412 850 L.
10415 860 L
.
'
10418 870 L
.
10421 880 L.
10424 890 L
.
10427 900 L
.
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L.
10439 940 L.
'
10442 950 L.
10445 960 L.
10448 970 L.
10451 980 L
.
10454 990 L
.
10457 1000 L,
10500 1010
: L.
10503 1020 L.
10506 1030 L.
'
10509 1040 L.
.
10512 1050 L.
10515 1060 L.
10518 1070 L.
10521 1080 L.
10524 1090 L.

10527 1100 L.
. .
10530 1110 .L.
. . . . . . . . . . . . . . . . . . . . .
I
10533 1120 L.
10536 1130 L.
10539 1140 L.
10542 1150 L
.
10545 1160 L
.
10548 1170 L:
10551 1180 L
.
10554 1190 L
.
'
10557 1200 L
.
10600 1210 L
.
10603 1220 L.
10606 1230 L.
10609 1240 - L.
10612 1250 L
.
10615 1260 L
.
10618.1270 L.
'
10621 1280 L
.
10624 1290 L
.
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . . . . . . . . L.
10633 1320 L
.
10636 1330. L
.
10639 1340 L.
10642 1350 L.
'
10645 1360 L.
10648 1370 L.
1065 1380 L.
10654 4 1390. L.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10703 1420 L.
10706 1430 L.
'
10709 1440 L.
10712 1450 L.
10715 1460 L.
10718 1470 L.
- 10721 1480 L.
10724 1490 L.
10727 1500 L.
. . . . . . . .
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.L.
'
10733 1520 L
.
10736 1530 L
.
10739 1540 L.
Page 34
warrior.2-yr_lake.out '
10742 1550 L.
10745 1560 L.
10748 1570 L.
107511580 L.
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10803 1620 L.
10806 1630 L.
10809 1640 L.
10812 1650 .. L.
10815 1660 L.
10818 1670 L
.
108211680 L
.

10824 1690 '
L.
10827 1700 L.
10830 1710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10833 1720 L.
10836 1730 L.
10839 1740 L.
10842 1750 L. -
10845 1760 L.

10848 1770 '
L.
10851 1780 L.
10854 1790 L.
10857 1800 L.
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10903 1820 L.
10906 1830 L.
10909 1840 L.

10912 1850 . '
. L.
10915 1860 L.
10918 1870 L.
109211880 L.
10924 1890 L.
10927 1900 L.
10930 1910 . . . . . . . . . . . . . . . . . . . . . L.
10933 1920 L.
10936 1930 L.

10939 1940 I
L.
10942 1950 L
.
10945 1960 L
.
10948 1970 L.
10951 1980 .. L.
10954 1990 L.
10957 2000 L.
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11003 2020 L:
__-11006'-030...... L
11009 2040 L.
11012 2050 L.
11015 2060 L
.
11018 2070 L
.
1102 2080 L
11024 4 2090 L.

11027 2100 '
L.
11030 2310 . . . L.
11033 2120 LL
.
11036 2130 LL
.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.

11051 2180 '
LL.
11054 2190 LL.
11057 2200 - LL.
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL.
11103 2220 LL.
11106 2230 - LL.
11109 2240 LL. .
Page 35
warrior_2-yr_lake.out
11112 2250 LL.
11115 2260 LL.

11118 2270
LLL. '
11121 2280 LLL.
11124 2290 LLL,
11127 2300 .. 'LLL.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . .LLL.
11133 2320 LLL.
11136 2330 - LLL.
11139 2340 : LLL.

11142 2350
LLL. '
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 .. LLLLLLLLLLLLL.
11157 2400 .. LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . .LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.

11206 243.0
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX. '
11209 244. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
11212 245. .O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11215 246. .O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLX)00=
11218 247. 0 LLLLLX.
11221 248. O LLLLLX. '
11224 249. 0 LLLLLX.
11227 250. .O LLLLLX.
11230 251. o LLLLLx.

11233 252.
0
LLLX. '
11236 253. 0 LLLX.
11239 254. o. LLLX.
11242 255. O - LLLX.
11245 256. O. LLLX.
11248 257. O LLX.
1125 258. O LLX.
11254 4 259. o LLX.

11257 260.
O
LLX. '
11300 261. .0. . . . .
.0
. . . . . . . . . . . .LLX.
11303 262. 0 LX.
11306 263. o LX.
11309 264. O LX.
11312 265. O .. LX.
11315 266. o Lx.
11318 267. O LL.

11321 268.
O

.
LL '
11324 269. .0 .. LL
.
11327 270. .O LL.
11330 271. .0. .. .. . . . . . . . . . . . . . . . . . LX.
11333 272. .o LL.
11336 273. O LL.
11339 274. o LL.
11342 275. 0 LL.

11345 276.
O
LL. '
11348 277. O.
. L.
11351 278. 0
. L.
11354 279. o. L.
11357 280. O L.
11400 281. . . . O . . . . . . . . . . . . . L.
11403 282. 0 L.
11406 283. O L
.

11409 284.
o
L
. '
11412 285. O - L
.
11415 286. 0 L
.
11418 287. O L'.
11421 288. 0 L.
11424 289. o L.
11427 290.
11430 291. 0
.O. L.
. . . . . . . . . . . . . . . . . . L.

11433 292.
o
L
. '
11436 293. o L
.
11439 294. O L.
Page 36 _
' warri orb-yr_lake.out
11442 295. 0 L,

11445
296.
0 .
L, .
- 11448 297. 0 L.
11451 298. 0 L.
11454 299. 0
- L.
11457 300. _____p___,_________, -
--------- ,------------------- ------- - ,---------- ---------- --------- , ......... . _________,______ __L,
#}# f# % xxx fxf fff +}4 %rtx f+# f+i ++} # +# +#i }++ ##f x#f xx # ff# f }+ %#% ##} } +# ##% #%+ +}% %xrt % xx fff x#f ff+ f+f ++} }}} 4i#
' 67 KK xxxxxxxxBx++f+
68 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL '
QSCAL O. HYDROGRAPH PLOT.SCAL E
SUBBASIN RUNOFF DATA
69 BA SUBBASIN CHARACTERISTICS
TAREA 1.08 SUBBASIN AREA
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 .00 .00 00 .00
.00 .00 .00 .00 .00 .00 .00 .00 :00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 00 .00 00 00 .00 .00 .00 00
00 .00 .00 .00 .00 .00 .00 .00 .00 :Do
00 .00 .00 .00 .00 .00 .00 .00 .00 .00
00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
__ _.. ..... ,. _... ___ __. ... _ _._.. ._.-;.00.. ..._ ...00. ... . .:00 - ----DO .00- .00--- ..... . =-. .. ...oo-. _--.00. _ .....00.._._..
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .O1
.01 .01 .01 .01 .01 .01 .01 .01 .01 .O1 -
.01 .01 .01 .01 .01 .01 .01 .O1 .01 .01
.01 ..01 .01 .01 .01 .01 .01 .01 .01 .01
' .01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .O1 .01 .01 .01 .01
.O1 .01 .01 .01 .O1 01 .01 .01 .01 01
.O1 .01 .01 .01 .O1 .01 .01 .01 .01 .01
.01 .01 .O1 .O1 .01 01 01 01 .01 .01
.01 .01 ,01 .01 .01 .00 .00 .00 .00
'
70 LS SCS LOSS RATE
STRTL 1.28 INITIAL ABSTRACTION
CRVNBR 61.00 CURVE NUMBER - ,
RTIMP .00 PERCENT IMPERVIOUS AREA
' Page 37
warrior-2-yr_lake.out
71 UD SCS DIMENSIONLESS UNITGRAPH
' TLAG .26 LAG fxf

UNIT
HYDROGRAPH .
28 END-OF- PERIOD ORDINATES

- 152. 459. 952. 1504. 1787. 1820. 1666. 1421. 1071. 772. -
577. 442. 334. 248. 187. 139. 104. 79. 60. 45.
34. 25. 19. 16. 12. 8. 5. 2.
1 STATION BW7
' (0) OU TFLOW
0. 40. 80. 120. 160. 200. 0 . 0. 0. 0. 0. 0. O:
(L) PR
P (
EXCE55
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 10 .05 00
DAHRMN PER
10000
10-
------------------ ,-
-------- ,-
------------------ ,--
-------
---------
-
--------
-
---------
----------
-----------------
---
10003 20
'
10006 30
:
:
:
10009 40
10012 50
10015 6
0

10018
70 _
10021 80
10024 90
10027 100
'
10030 110 . . . . . . .
.

10033
12o .
10036 130
10039 140 ..
10042 150
10045 160
1,004 170
10051 180
10054 190
'
10057 200
10100 210 .
- 10103 220
10106 230
10109 240
10112 250
10115 260
10118 270
'
10121 280

10124
290 '
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -
10133 320
10136 330
10139 340
10142 350
'
10145 360

10148
370 .
10151 380
10154 390
10157 400 -
10200 410 . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1020 420
10206 430
'
9
10209 440

10212
450 .
10215 460
10218 470
10221 480
10224 490
10227 500
10230 Slo . . . . . . . . . .
'
10233 520
10236 530

Page 38 .
warrior_2-yr_lake.out '
10239 540
10242 550
10245 560
10248 570
10251 580
10254 590
10257 600

10300 610 . . . . . . . . . . . . . .
. . . . . . .
... '
10303 620
10306 630 ..
10309 640
10312 650
10315 660
10318 670
10321 680

10324 690 '
10327 700
10330 710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10333 720
10336 730
10339 740
10342 750
10345 760 ..

10348. 770 '
10351 780
10354 790
10357 800
10400 810 . . . ... .
10403 820 L.
10406 830 L.
10409 840 L.

10412 850 -
L. '
10415 860 L.
10418 870 L.
10421 880 L.
10424 890
- L.
10427 900 L.
10430. 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . .L.
10433 920 L.
10436 930 L.
10439 940 L.
10442 950 L.
10445 960 L.
10448 970 L.
10451 980 L.
10454 990 L.
10457 1000 L.
10500 1010 . . . . . . . ,.
.
. . . . '
•
_
[
- L.
...--10 5 03 -1020 ...._..... _.__.._.. .
. . :..
.
_..
. ___.:_ .. . L-___
10506 3030 L.
10509 1040 L:
10512 1050 L.
10515 1060 L.
10518 1070
10
7 L.
10521
1080 L.

10524 1090
L. '
10527 1100 L.
10530 1110. . . . . . . . . . . . . . . . . .L.
10533 1120 L.
10536 1130 L.
10539 1140 L.
10542 1150 L.
10545 1160 L.
10548 1170 L.

10551 1180
L. '
10554 1190 L.
10557 1200 L.
10600 1210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L
.
10603 1220 L
.
10606 1230 .. L.
Page 39 '
warrior_2-yr_lake.out
10609 1240 L.
10612 1250 L.
10615 1260 L.

10618 1270
L. - '
10621 1280 L.
10624 1290 L.
10627 1300 L.
10630 1310. . . . . . . . . . . . . . . . . . . . . . . . L.
10633 1320 L.
10636 1330 L.
10639 1340 L.

10642 1350
L. '
10645 1360 L.
10648 1370 L.
10651 1380 L.
10654 1390 L. -
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . . L.
10703 1420 - L.
10706 1430 L.
10709 1440 L.
10712 1450 L. -
10715 1460 - L.
10718 1470 - L.
10721 1480 L.
10724 1490 L.
10727 1500 L.

10730 1510.
.L. '
10733 1520 L.
10736 1530 L.
10739 1540 .. L.
10742 1550 L.
10745 1560 L.
10748 1570 L. -
10751 1580 L.

10754 1590
L. '
10757 1600 L.
10$00 1610 . . . . . . . . . . . . . . . . . .
. L
10803 1620 L.
10806 1630 i.
10809 1640 L.
10812 1650 L.
10815 1660 L. '
10818 1670 L.
10821 1680 L.
10824 1690 L.
10827 1700 L. -
10830 1710 . . . . . . . . . . . . . . . . . . . . . . . . ... L.
.10833 1720 L.
10836 1730 L.
10839 1740 L.

10842 1750
L. '
10845 1760 L.
10848 1770 L.
108511780 L.
10854 1790 .. L.
10857 1800 - L.
10900 .1810 . . . . . . . . . . . .L.
10903 1820 L.
10906 1830 L.

10909 1840
.. L. '
10912 1850 L.
10915 1860 L.
10918 1870 L.
10921 1880 L.
10924 1890 L.
10927 1900 L.
10930 1910 . .. .L.

10933 1920
L. '
10936 1930 L.
Page 40
warrior_2-yr_lake.out
10939 1940 L.
10942 1950 L.
10945 1960 L.
10948 1970 L.
109511980 L.
10954 1990 L.
10957 2000 L.
'
. . . . . . . . . . . . . . . . . . . . . . . . .
11000 2010 .L.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
11003 2020 L.
11006 2030 L.
11009 2040 L.
11012 2050 L
.
11015 2060 L
.
11018 2070 L.
11021 2080 L.
11024 2090 L.
11027 2100 L.
11030 2110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11033 2120 LL.
11036 2130 .. LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . ... LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL
.
11112 2250 LL
.
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL
.
11127 2300 LLL
.
11130 2310 .LLL.
11133 2320 LLL.
11136 2330 LLL.
11139 2340 LLL.
11142 2350 LLL
.
11145 2360 LLL
.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
• 11200 2410 . . . . . . . .LLLLLLLLLLLLL.
.
,
11203 N20.. L'Lt:Lt
L LC LtLtLLtLLCtCCLCttCttLCCX..-
11206 243.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11209 244. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11212 245. o LLLLLLLLLLLLLLLLLLLLLLLLLLLLL)000=.
11215 246. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX)D=.
11218 247. O LLLLLX.
11221 248. O LLLLLX.
'
11224 249. D LLLLLX.
11227 250. O LLLLLX.
11230 2$1 . .
. O
LLLLLX.
11233 252. 0 LLLX.
11236 253. o. LLLX.
11239 254. O LLLX.
11242 255.
o LLLX. -
11245 256. 0 LLLX.
:
11248 257. o LLX.
'
11251 258. O LLX.
11254 259. .O LLX.
11257 260. 0. LLX.
11300 261. . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLX.
11303 262. 0 LX
.
11306 263. 0 LX
.
Page 41
warrior_2-yr_lake.out
11309 264. o LX.
11312 265. O LX
.
'
11315 266. 0 LX
.
11318 267. O LX.
11321 268. O LX.
11324 269. o LX.
11327 270. O LX.
11330 271. . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LX.
11333 272. .O . LX
.
11336 273. .0 LX
.
11339 274. .o : Lx.
'
11342 275. 0 LX.
11345 276. o LX.
11348 277. o L.
11351 278. O. L
.
11354 279. 0. L
.
11357 280. 0. L.
11400 281. .. .0. . . . . L.
11403 282. o L
.
'
11406 283. o L
.
11409 284. O L
.
11412 285. O L
.
11415 286. 0 L.
11418 287. 0 L.
11421 288. O L.
11424 289. O L.
11427 290. O L.
'
11430 291. .0. . . . . . . . . . . . . . . . . . . . L.
11433 292. 0 L.
11436 293. 0 L.
- 11439 294. 0 . . L
.
11442 295. o L
.
11445 296. O L.
- 11448 297. O L
•
11451 298. O L
.
'
11454 299. o L.
11457 300. _____p------------------------ ------------------------- ------------------------------------------------------- -------- L.
1
' 72 KK JCTOZ
73 KO OUTPUT CONTROL VARIABLES
' IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL O.' HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST2 BW5 BW7
75 HC HYDROGRAPH COMBINATION
' }COMP* NUMBER OF HYD*OGRAPHS TO COMBINE
+
HYDROGRAPH AT STATION 3CT02
PEAK FLOW TIME MAXIMUM AVERAGE FLOW '-
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
' (CFS)
+ 205. 12.45 41. 17. 17. 17.
Page 42
warrior_2-yr_lake.out
(INCHES) .074 .077 .077 .077 -
(AC-FT) 20. 21. 21. 21.

+++ +++ CUMULATIVE AREA - 5.11 SQ MI
+++ +++ «xx x+: +++ +xx ++« xx+ +xx x++ +++ +++ ++« +++ +
++ xxx xx«
xxx xr+ ++
x x++ ++x
xxx +++ x+
+ +++ +++ ++« +++ «xx
76 KK ST3 x
++x+++++++++++
77 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL -
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE FROM JCT02 TO JCT03
HYDROGRAPH ROUTING DATA
79 RK KINEMATIC WAVE STREAM ROUTING
L 760. CHANNEL LENGTH
S .0070 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SDE SLOPE
I
NDXMIN 2 M
NIMUM NUMBER OF DX INTERVALS
COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY
(MIN) (FT) (CFS) (MIN) (IN) (FPS)
MAIN .52 1.42 1.08 253.33 203.86 748.76 .08 4.24
CONTINUITY S UMMARY (AC-FT) - INFLOW= 2108E+02 EXCESS= .0000E+00 OUT FLOW= .2077E+02 BASIN STORAGE. .2880E+00 PERCENT ERROR- .1
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
MAIN .52 1.42 3.00 203.58 750.00 .08
HYDROGRAPH AT STATION ST3
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)

+- 204.
12.50 40. 17. 17.
17. '
(INCHES) .073 .076 .076 .076
(AC-FT) 20. 21. 21. 21.
CUMULATIVE AREA = 5.11 SQ MI
Page 43 '

«+x x«x +++ warrior_2-yr_lake.out
+++
++ +++ ++x +++ ++« xxx xxx x«+ xxx +xx +++ +++ +++ ++« «xx
++« xxx .
xx+ «++ xx
x x++ +++ +++ +++ .++
80 KK «x«+«xxx
BW6
xx+xxxxxxx+xxx
81 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL O. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
82 BA SUBBASIN CHARACTERISTICS
TAREA .21 SUBBASIN AREA
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN -
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00 .00 .00 .00 .00
.00
.00
.00
.00
.00 '
.00 .00 .00 Oo 00 .00 .00 .00 .oo Do
.DO .00 .00 .00 .Do .00 .00 .DO .00 .00
.00 .00 .00 .00 .00 .00 .00 00 .00 .00
.00 .00 .DO .00 .DO .00 .oo :Do .Do OD
.00 .00 .00 .00 .DO .00 .DD .00 .00 .oo
.00 - .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 OD .00 .00 .00 .00 OD .0o .DD .00

.00 .00 .00 .00 .00
.00
.00
.00
.00
.00 '
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 00 00 00 .00 .00 .00 .00 .00
.00 .00 .Do :00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00

.00 .00 .00 .00 .00
.DO
.00
.00
.oo
.Do '
.00 .00 .00 .00 .00 01 .01 01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 :01 .01 .01 .01 .01 .01 .01 .01
.02 02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18
- .03 .03 .03 .03 .03

.02 .02 .02 .02
.02
01
.01
.01
.01
.01 '
.01 .01 .01 :01 O1 .01 .01 .01 .01 .01
.01 .01 .01 .O1 .01 .01 .O1 .01 .O1 01
.01 .01 .01 .01 .01 .01 .O1 .01 .O1 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
83 LS SCS LOSS RATE
STRTL 1.57 INITIAL ABSTRACTION

CRVNBR 56.00 CURVE NUMBER '
RTIMP .00 PERCENT IMPERVIOUS AREA
84 UD SCS DIMENSIONLESS UNITGRAPH -
TLAG .16 LAG
+++
- UNIT HYDROGRAPH
'
18 END-OF-PERIOD ORDINATES
- 90. 300. 514. 544. 449. 295. 184. 121. 77. 50.
Page 44
' warrior-2-yr_lake.out
32. 21. 13. 8. 6. 4. 2. 1.
1 STATION BW6
(O) OUTFLOW
0. 4. S. 12. 16. 20. 24. 0. 0. 0. 0. 0. 0.
(L) PRECIP, (X) EXCESS
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 .10
00
Os
I
DAHRMN PER
10000 10_-----___,___--___-,____--_-_,-_- -___-_,--_______,_____ ____,_______--,-_--__--_,_-__ _____•_-_____--•____ -----
__--_ __
10003 20
10006 30
10009 40
10012 50
10015 60
10018 70
'
1002 80
10024 4 90
10027 100
10030 110 . . . . . . . . . . . . . . . . .
10033 120
10036 130
10039 140
10042 150 .-
'
10045 160
10048 170
10051 180
10054 190
10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . . .
10103 220
10106 230
'
10109 240
10112 250

10115 260 .
10118 270
10121 280
10124 290
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
I
10133 320
10136 330
10139 340
10142 350
10145 360
10148 370
10151 380
10154 390
10157 400
_._....__..__10200._..-410.... _:- ... ...__. .. ...
10203 420
10206 430
10209 440
10212 450
10215 460
10218 470
'
1022 480
10224 4 490
10227 s00
10230 510 . . . . . . . . . . .
10233 520
10236 530
10239 540
10242 550
'
10245 560
10248 570
10251 580
10254 590
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . .
10303 620
Page 45
warrior-2-yr_lake.out
10306 630
10309 640
'
10312 650
10315 660
10318 67o
10321 680
10324 690
10327 700
10330 710 ..
10333 720
10336 730
'
10339 740
10342 750
10345 760
10348 770
10351 780
10354 790
10357 800
'
. .
10400 810 . . . . . . . . . . .
10403 820 L.
10406 830 L.
10409 840 L.
10412 850 L.
10415 860 L.
10418 870 L.
1042 880 L.

10424 890 L•
'
10427 7 900 L.
10430 910 L.
10433 920 L.
10436 930 L.
10439 940 L.
10442 95o L.
10445 960 L
10448 970 L.
'
10451 980 L•
10454 990 L.
10457 100o L•
10500 lOlo . . . . . . . . . . . . . . . . . . . . . L.
10503 1020 L.
10506 1030 L.
10509 1040 L.
10512 1050 L•
'
10515 1060 L.
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .L.
10533 1120 L.
14
I
10539 1
0 L.
10542 1150 L.
10545 116,0 L.
10548 1170 - L.
10551 1180 L.
10554 1190 L.
10557 1200 L.
. .
10600 1210 . . . . . . . . . . . . . . . . . . . . . . . .
•L•
'
10603 1220 L.
10606 1230 L•
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 L.
1062 1280 L.
10624 1290 L.
'
10627 7 1300 L.
10630 1310 .L.
10633 1320 L.
Page 46
warrior_2-yr_lake.out '
10636 1330 L
10639 1340 L
.
10642 1350 - L
.
10645 1360 L.
10648 1370 L.
10651 1380 L.

10654 1390 '
L.
10657 1400 L.
10700 1410 . . . L.
10703 1420 L.
10706 1430 L.
10709 1440 L.
10712 1450 L.
10715 1460 L.
10718 1470 L.

107211480 '
L. -
10724 1490 L.
10727 1500 L. -
10730 1510 . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10733 1520 L.
10736 1530 L.
10739 1540 L.
10742 1550 L.

10745 1560 '
L.
10748 1570 L.
107511580 L.
10754 1590 I L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . .L.
10803 1620 L.
10806 1630 L.

10809 1640 '
L.
10812 1650 L.
10815 1660 L.
10818 1670 L.
10821 1680 L.
10824 1690 L.
10827 1700 L.
10830 1710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. L.

10833 1720
- '
L.
10836 1730 L.
10839 1740 L.
10842 1750 L.
10845 1760 L.
10848 1770 L.
10851 1780 L
10854 1790 L:
10857 1800 L
1091DO-1810._[._:.:- . __- ..... '. -. : :'-:
- ... ..: -....:_ L:._ ....'.- - - _ ___.... .._...__ _. -.. . _. ..__.. _
10903 1820 . - L.
10906 1830 L.
10909 1840 L.
10912 1850 L.
10915 1860 L.
10918 1870 L.

10921 1880 '
L.
10924 1890 L
10927 1900 L.
10930 1910 . . . . . . . . . . . ... . . . . . . L.
10933 1920 L.
10936 1930 L
10939 1940 L
10942 1950 L.

10945 1960 '
L.
10948 1970 L
10951 1980 L.
10954 1990 .. L.
10957 2000 - L.
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
11003 2020 L.

Page 47 '
warrior_2-yr_lake.out
11006 2030 L.
11009 2040 - L.

11012 2050 '
L.
11015 2060 L.
11018 2070 L.
11021 2080 L.
11024 2090 L.
11027 2100 L.
11030 2110 . . . . . . . . . . . . . . . . . . . . .L.
11033 2120 LL.
11036 2130 LL.

11039 2140 '
LL
11042 2150 LL.
11045 2160 LL
11048 2170 LL
11051 2180 LL.
11054 2190 .. LL.
11057 2200 LL.
11100 2210 LL.

11103 2220 '
LL.
11106 2230 LL. "
11109 2240 LL.
11112 2250 LL.
- 13115 2260 LL.
11118 2270 LLL.
1112 2280 LLL.
11124 4 2290 LLL.

11127 2300
- '
LLL
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .LLL.
11133 2320 LLL.
11136 2330 LLL
.11139 2340 LLL
11142 2350 LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.

11151 2380 '
LLLLLLLLLLLLL. -
1ll54 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL. -
11200 2410 . . . . . . . . . . . . . . . . . . . . . .LLLLLLLLLLLLL
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL. "
11209 244.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.

11215 246.
0 '
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL)O=.
11218 247. O LLLLLX.. -
11221 248. O LLLLLX.
11224 249. 0 LLLLLX.
11227 250
. o . LLLLLX.
11230 251
. . . . . . . . . . . . . . . . . 0 . . . LLLLLX.
11233 252. O LLLX.
LU36 253. o LLLX.

11239 254.
o '
LLLX.
11242 255. O LLLX.
11245 256. 0 LLLX.
11248 257. O LLX.
11251 258. .0 LLX.
-
11254 259. 0 LLX.
11257 260. , . o - LLX.
11300 261. . . . . . .0 . . . . . . . . . . . . . . . . .LLX.

11303 262. -
0. '
LL.
- 11306 263. o LL. -
11309 264. O LL.
11312 265
. 0 LL.
11315 266
. 0 LL.
11318 267. 0 LL.
1132 268. 0 LL.
11324 4 269. O LL.
11327 270. 0 LL. -

11330 271. . . . .
O . . . . . . . . . . . . . .
. . . . . . . . . . .
- '
. . . . LL.
11333 272. O LL
Page 48
' warrior_2-yr_lake.out
11336 273. 0 LL.
11339 274. 0 LL.
11342 275. 0 LL.
11345 276. 0 LL
.
11348 277. O L
11351 278. o L.
'
11354 279. .O L
.
11357 280. .0 L
.
11400 281. .0. . . . . . . . . . . . . . . . . . . . . .L.
11403 282. .0 L.
11406 283. 0 L.
11409 284. 0 L
.
11412 285. 0 L
.
11415 286. 0 L.
'
11418 287. 0 L.
11421 288. O L.
11424 289. 0. L
.
11427 290. o. L
.
11430 291. . . . .O. . . . . . . . . . . . .L
.
11433 292. 0. L
.
11436 293. o. L
.
11439 294. 0. L
.
'
11442 295. O L
.
11445 296. 0 L
.
11448 297. 0 L.
11451 298. O L.
11454 299. O L.
11457 300 -- ------ 0 ----------------------------------------------------------------------- --------------------------------------- L.
lsaa aaa xsa aaa aaa aaa axa xsa a«+ aa+ aaa axa +«+ aas «ss +++ ++a ++a +«a +«+ +as srs a+ + ++a +a+ x«x asa «++ +++ rxa xa+ + +« s«s

' 85 KK as++++++++++++
saa++xaRO++++s
86 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT O PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST3 & BW6
86 HC HYDROGRAPH COMBINATION
ICOMP _._..2 NUMBER OF HYDROGRAPHS' TO COMBINE
++a
' +aa xxa axa a+a
HYDROGRAPH AT STATION ICT03
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
.
(CFS)
+ 211, 12,11 43, 18, 18. 18,
(INCHES) .076 .079 .079 .079
' (AC-FT) 21. 22. 22. 22.
CUMULATIVE AREA - 5.32 SQ MI
a++ +++ +++ + ++ «as x«s «+« sss s++ a+x +a+ s+« +++ +++ «++ +++ ++ +xa +++ aax +xx ++* ++
Page 49 + +a+ +sx +++ +++ +aa +xx ax+ +++ a aa +aa
warrior_2-yr_lake.out
'
89 KK +++*++++
ST4
90 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
' IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE FROM 3CT03 TO ICT04
HYDROGRAPH ROUTING DATA
92 RK KINEMATIC WAVE STREAM ROUTING
L 3850. CHANNEL LENGTH
' S .0050 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING.AREA ,
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
' COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY -
' (MIN) (FT) (CFS) (MIN) (IN) (FPS)
MAIN .44 1.42 2.81 641.67 218.86 763.29 .07 3.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2231E+02 EXCESS= .0000E+00 OUTFLOW= .2033E+02 BASIN STORAGE- .2312E+01 PERCENT ERROR- -1.5
' INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
MAIN .44 1.42 3.00 216.62 762.00 .07
HYDROGRAPH AT STATION ST4
PEAK FLOW TIME
MAXIMUM
AVERAGE FLOW
' 6-HR
14.95-HR
24-HR
+ (CFS) (HR)
(CFS) ,
+ 217. 12.70
39. 16. 16. 16.
(INCHES) - .068 .070 .070 .070
- (AC-FT) 19. 20. 20. 20.
'
aaa sas sax x CUMULATIVE AREA 5.32 SQ MI
xa :ax :aa xx« xsr aas «+« +«a aix ++« «++ +«a «+« «a+ «++ +++ a++ +++ aaa ++«
«+a x++ a++ sax xsa +++ axa «aa x+
+ axx
' 93 KK * +++++BWBa*s
o?,.e cn
warriorl-yr_lake.out
94 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL -
QSCAL 0. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
95 BA SUBBASIN CHARACTERISTICS
TAREA 1.68 SUBBASIN AREA
PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 . .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01. .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.O1 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .O1 .01 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .O1 .O1 .O1 .O1 .O1
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .O1 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .O1 .01 .00 .00 .00 .00
96. ..LS. SCS-LOSS RATE. .
STRTL 1.51 INITIAL ABSTRACTION
CRVNBR 57.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
97 UD SCS DIMENSIONLESS UNITGRAPH
TLAG .36 LAG
UNIT HYDROGRAPH
38 END-OF-PERIOD ORDINATES
107. 324. 628. 1069. 1559. 1913. 2090. 2101. 2001. 1816.
1585. 1286. 995. 800. 645. 531. 432. 350. 282. 227.
185. 149. 119. 98. 79. 64. 52. 42. 34. 28.
23. 19. 16. 13. 10. 7. 4. 1.
1 STATION BW8
(O) OUTFLOW
0. 20. 40. 60. 80. 100. 120. 140. 0. 0. 0. 0. 0.
.00 .00 .00 .00 .00. .00 .00 .00 .20 .15 (L) PR10 P, (.05EXCE55 .00
Page 51
warrior_2-yr_lake.out
DAHRMN PER
10000 10---------.------_--,---_-----,___-----_,_----_---,--------_,_----_---,_-----_-_,-_-__-__-,____---_-,_____--- -----_
10003 20
10006 30
10009 40
10012 50
10015 60
10018 70
10021 80
10024 90
10027 100
10030 110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10033 120
10036 130
10039 140
10042 150
10045 160
10048 170 ,
10051 180
10054 190
.10057 200
10100 210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10103. 220
10106 230
10109 240
10112 250
10115 260
10118 270
10121 280
10124 290
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10133 320
10136 330
10139 340
10142 350
10145 360
10148 370
10151 380
10154 390
10157 400
10200 410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10203 420
10206 430
10209 440
10212 450
10215 460
10218 470
10221 480 ,
10224 490
10227 500
10230 510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10233 520
10236 530
10239 540.
10242 550
10245 560
10248 570
10251 580
10254 590
10257 600
10300 610.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10303 620 -
10306 630
10309 640 -
10312 650.
10315 660
10318 670
10321 680
10324 690
Page 52
warrior-2-yr_lake.out
10327 700
10330 710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10333 720
10336 730 ..
10339 740
10342 750
'
10345 760
10348 770
10351 780
10354 790
10357 800
10400 810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10403 820 L.
10406 830 L.
'
10409 840 L.
10412 850 L.
10415 860 L.
10418 870 L.
10421 880 L.
10424 890 L.
10427 900 L.
10430 910 . . . . . . . . ..
. .
.L.
'
10433 920 L.
10436 930 L.
10439 940 :
L.
10442 950 L.
10445 960 L.
10448 970 L.
10451 980 L
10454 990 L.
10457 1000 L.
'
10500 1010 L.
10503 1020 L.
10506 1030 L.
10509 1040 L.
10512 1050 L.
10515 1060 L.
10518 1070 L.
1052 1080 L.
10524 4 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10533 1120 L.
10536 1130 L.
10539 1140 .. L.
10542 1150 L
10545 1160 L.
'
10548 1170 L.
.._..-10551 1180---._ .... .. _.._._.__ ... ... .._. __: .__ ._ -- -L:-- -
10554 1190 L.
10557 1200 L.
10600 1210 . . . . . . . . . . . . L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
'
10612 1250 L.
10615 1260 L.
10618 1270 L.
10621 1280 L.
10624 1290 L.
10627 1300 L.
10630 1310 L.
10633 1320 L.
'
10636 1330 L.
10639 1340 L.
10642 1350 L.
10645 1360 L.
10648 1370 L.
10651 1380 L.

10654 1390 .
L.
Page 53
warri or_2-yr_1 ake. out
10657 1400
L.
10700 1410 . . . . . . . . . . . . . . L.
. . . . . . . . . . . . . . . . . . .
'
10703 142 20 L.
10706 1430 L.
10709 1440 L.
10712 1450 L.
10715 1460 L.
10718 1470 L.
1072 1480 L.
10724 149D L.
'
10727 7 1500 L.
10730 1510 . L .
10733 1520 L.
10736 1530 L.
10739 1540 L.
10742 1550 L.
10745 1560 L.
10748 1570 L.
'
10751 1560 L.
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10803 1620 L.
10806 1630 L.
10809 1640 L.
10812 1650 L.
'
10815 1660 L.
10818 1670 L.
10821 1680 L.
10824 1690 L.
10827 1700 L.
10830 1710 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10833 1720 L.
10836 1730 L.
10839 1740 L.
'
10842 1750 L.
10845 1760 L.
10848 1770 L.
10851 1780 L.
10854 1790 L.
10857 1800
.
L
10900 1810 . . . .L.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10903 1820 L.
'
10906 1830 L.
10909 1840 L.
10912 1850 L.
10915 1860 L.
10918 1870 L.
109211880 - L.
10924 1690 L.
10927 1900 L.
'
. . . . . . . . . . . .
10930 1910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
L.
10933 1920 L.
10936 1930 L.
10939 1940 L.
10942 1950 L.
' 10945 1960 L.
10948 1970 L.
10951 1980 L.
'
10954 1990 L.
10957 2000 L.
11000 2010 L.
11003 2020 L.
11006 2030 L.
11009.2040 L.
11012 2050 L.
11015 2060 - L.
11018 2070 .. L.
11021 2060 L.
11024 2090 L.
Page 54
Warrior_2-yr_lake.out
11027 2100 L
11030 2110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11033 2120 - LL.
11036 2130 LL.
11039 2140 LL.
-
11042 2150 LL.
-
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL.
11103 ZZ20 LL. -
11106 2230 LL.
11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL.
11127 2300 LLL.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . .LLL.
11133 2320 LLL.
11136 2330 LLL.
11139 2340 LLL.
11142 2350 .. LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLLLLLLLLLLLL.
.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11209 244.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11212 245. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX(.
11215 246. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL)O=.
11218 247. 0 LLLLLX.
11221 248. 0 LLLLLX.
11224 249. 0 LLLLLX.
11227 250. O LLLLLX.
11230 251. O LLLLLX
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11233 252. O LLLX
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11236 253. O LLLX
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11239 254. 0 LLLX
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11242 255. D LLLX.
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11248 257. 0 LLx.
-... .. _ ...._ ... _ . ... ...........112'51 238. -..- ._ `- -, }_. ...... .._. _ ,.. _ .......- :_ ., _.. -'_ .0 -._. .._..... _. _ .. .... .__ _. _ _- ._ '.. _ .... .. .-LLX:.
11254 259. 0. LLX.
11257 260. 0 LLX.
11300 261. . . . o LLX.
11303 262. 0 LL.
11306 263. O LL.
11309 264. 0 LL.
11312 265. o LL.
11315 266. - O LL.
'- 11318 267. O LL..
11321 268. O LL.
11324 269. 0 LL.
11327 270. O LL.
11330 271. . . . . . . .O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL.
11333 272. O LL.
11336 273. 0 LL.
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11342 275. O LL
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11345 276. 0 LL
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11351 278. O L.
1135,4 279. o L.
Page 55
warriorl-yr_lake.out
11357 280. 0 L.
11400 281. . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . L.
3.1403 282. ,0 L.
11406 283. .O L
.
11409 284. 0 L
.
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11415 286. 0. L
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11421 288. 0 L.
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11427 290. o L.
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1
x..... aaa aa
a aaa x.a x.. aaa
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a aaa aaa aaa aaa axx aaa xxx x.x ..x aaa aaa aaa
'..x aax aaa aaa aaa aaa aaa r.. aaa aaa
98 KK STS
99 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
- ROUTE FROM BW8 TO 1CT04 -
HYDROGRAPH ROUTING DATA
101 RK KINEMATIC WAVE STREAM ROUTING
L 1765. CHANNEL LENGTH
S .0060 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICIENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
- - COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
- PEAK CELERITY
(MIN) (FT) ' (CFS) (MIN) (IN) (FPS)
MAIN .48 1.42 2.83 588.33 127.04 763.80 .15 3.49
CONTINUITY SUMMARY (AC-FT) - INFLOW- .1376E+02 EXCESS= .0000E+00 OUTFLOW= .1330E+02 BASIN STORAGE= .4562E+00 PERCENT ERROR- .0
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
Page 56
' + PEAK(CFS)FLOW TI(HME
R)
+ 127. 12.75
MAIN .48 1.42 3.00
HYDROGRAPH AT STATION ST5
MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR
warrior_2-yr_lake.out
126.60 765.00
14.95-HR
(CFS)
27. 11. 11. 11.
(INCHES) .147 .147 .147 .147
(AC-FT 13. 13. 13.. 13.
CUMULATIVE AREA - 1.68 SQ MI
15
' 102 KK *kf*# BW9•e
1,03 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
' IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCAL E
SUBBASIN RUNOFF DATA
104 BA SUBBASIN CHARACTERISTICS
TAREA .10 SUBBASIN AREA
' PRECIPITATION DATA
12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 0o .00 .00 .00 .00 .00 .00
.00 .00 ..0o .00 .00 .00 .00 .00 .00 .00
00 .00 00 .00 .00 .00 .00 .00 .00 .00
.00 .oo .oo .00 00 .00 .00 .00 .00 00
.Do .00 :oo .00 .oo 00 .oo .00 .oo .00
_..-:oo-- :oo - :00- -:oo oo- - :oo -:00 .00- . .... ..00. .oo. -......
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 00 .00 .00 .00 .00 .00 .00 .00
.00 .00 :00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 00 .00
.00 .00 ,00 .00 .00 .00 .00 .00 :Do .00
.00 .00 .00 00 00 .00 .00 0o .00 .oo
.00 .00 .00 .oo :Do .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
' .01 .01 01 .01 .01 01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .O1 .01 .01 .01 .01
.01 .01 .01 .01 ,O1 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 03 .03 .03 .03 .03
.02 .02 .02 .02 .02 :01 01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 01 .01 .01
' Page 57
warrior-yr_lake.out
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .O1 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
105 LS SCS LOSS RATE
STRTL 1.57 INITIAL ABSTRACTION
CRVNBR 56.00 CURVE NUMBER.
RTIMP .00 PERCENT IMPERVIOUS AREA
106 UD - SCS DIMENSIONLESS UNITGRAPH
'
TLAG
.14
LAG ***
UNIT• HYDROGRAPH
16 END-OF-PERIOD ORDINATES
57. 196. 290. 269. 194. ill. 69. 42. 26. 15.
10. 6. 4. 2. 1. 0.
1 STATION BW9
(O) OUTFLOW
0. 2. 4. 6. 8. 10. 12 . 0. 0. 0: 0. 0. 0.
(L) P
1 P (
EXCE55
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 .10 .05
00
DAHRMN PER
10000 10--- ------•---------• ---------•- --------•---------•-- ------- •---------•- --------•- -------- - --------•- ----- ---•---------•
'
10003 20
10006 30
10009 40
10012 s0
10015 60
10018 70 -
10021 80
10024 90
10027 100
'
10030 110 . . . . . . . .

10033
120 •.
10036 130
10039 140
10042 150
10045 160
10048 170
10051 180
10054 190
10057 200
10100 210
10103 220
10106 230
10109 240
10112 250
10115 260
'
10118 270
10121 280
10124 290
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10133 320
10136 330
10139 340
10142 350
10145 360
' 10148 370 ..
10151 380
10154 390
10157 400
10200 410

10203
420 .
'
10206 430
10209 440
10212 450 .
Page 58
warrior-2-yr_lake.out '
10215 460
10218 470
10221 480
10224 490
10227 500
10230 510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10233 520
10236 530
10239 540
10242 550 -
10245 560
10248 570
10251 580
10254 590
10257 600
10300 610. .
10303 620
10306 630
10309 640
10312 650
10315 660
10318 670
1032 680

10324 4 690 '
10327 700
10330 710 . . . . . . . . . . . . . . . . . . .
- 10333 720
10336 730
10339 740
10342 750
10345 760 -
10348 770
10351 780
10354 790
10357 800 -
10400 810 . . . . . . . . . . . . . . .
10403 820 L.
10406 830 L.
10409 840
.
L

10412 850 '
L
.
10415 860 L.
10418 870 L.
10421 880 L.
10424 890 L.
10427 900 L.
10430 910 . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L.
.10439 ..9.. .._... _... ___. ..... .._.. _. _... .:. .. _ .. ._. _....._ ........ ... _. ._ ._ _. .__._ L
..
10442 950 L
.
10445 960 .
L
10448 970 L.
10451 980 L.
10454 990 L.
10457 1000 L.

10500 1010 . . . '
. . . . . . . . .L.
10503 1020 L.
10506 1030 L
.
10509 1040 .
L
10512 1050 L.
10515 1060 L.
10518 1070 L.
105211080 L.

10524 1090 '
L.
10527 1100 L.
10530 1110. . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10533 1120 L.
10536 1130 L.
10539 1140 L.
10542 1150 L.
Page 59
warrior-2-yr_lake.out
10545 1160 L.
10548 1170 L
.
10551 1180 .
L
10554 1190 L. '
10557 1200 L.
10600 1210. .L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 1250
.
L

10615 1260 '
- L
,
10618 1270 L.
10621 1280 L.
10624 1290 L.
10627 1300 L, -
10630 1310 . . . . . . . . . . . . . . . . . . . . . L.
10633 1320 ,
L
10636 1330 . -
L
10639 1340 _ L.

10642 1350 '
L.
10645 1360
.
L
10648 1370 .
L
10651 1380 L.
10654 1390
.
L
10657 1400 .
L
10700 1410. .L.
10703 1420 L.

10706 1430 '
L -
.
10709 1440 ,
L
10712 1450 L.
10715 1460 L.
10718 1470 L.
10721 1480 L.
10724 1490 .
L
10727 1500 .
L

10730 1510 . . . . . . . . . . . . '
. . . . . . . . . . . . . . . . . . . . L
.
10733 1520 L
.
10736 1530 L.
10739 1540 L. .
10742 1550 L,
10745 1560
.
L
10748 1570 .
L
1075 1580 L.

10754 4 1590 '
L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10803 1620 - L,
10806 1630 .. L.
10809 1640 L.
10812 1650 L.
10815 1660 L.

10818 1670 '
L.
10821 1680 L..
10824 1690 L.
10827 1700 - L.
10830 1710 . . . . . . . . . . . . . . . . . . L.
10833 1720 L.
10836 1730 L,
10839 1740 L.

10842 1750 '
L.
10845.1760 L.
10848 1770 L.
108511780 L.
10854 1790 .. L.
10857 1800 L,
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10903 1820 L.

10906 1830 '
L.
10909 184 L
10912 1850 L,
Page 60
' warrior-2-yr_lake.out
10915 1860 L
10918 1870 L,
109211880 L.
10924 1890 L.
10927 1900 L

. . .
10930 1910
. . . . . . . . . . . . . . . . . . . . . . .
.
L
.
10933 1920 L.
I
10936 1930 L.
10939 1940 L.
10942 1950 L.
10945 1960 L.
-
10948 1970 L
.
109511980 L
.
10954 1990 L
10957 2000 L.
'
. . . . .
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.L.
11003 2020 L
.
11006 2030 ,
L
11009 2040 L
.
11012 2050 L
,
11015 2060 L.
11018 2070 L.
11021 2080 L.
'
11024 2090 L.
11027 2100 L.
11030 2110 L,
11033 2120 - LL.
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
'
11048 2170 LL.
11051 2180 LL.
11054 2190 LL
.
11057 2200 LL
.
11100 2210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL
.
11103 2220 LL
,
11106 2230 LL,
11109 2240 LL.
'
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL,
11121 2280 LLL.
11124 2290 LLL.
11127 2300 LLL,
11130 2310 . . . . . . . . . . . . . . . . LLL.
11133 2320 LLL.
11136 2330 LLL.
_11139 2340 ._.. ___... . _. _.... _ ..- __ __ .. .__ __ .. .__.. ; .. _. _.. ... - LIL.
11142 2350 LLL. '
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL,
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11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
'
11200 2410 .LLLLLLLLLLLLL,
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11209 244.0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11212 245. O _ LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11215 246. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX. '
11218 247. LLLLLX.
11221 248. 0 LLLLLX.
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11227 250. 0 LLLLLX.
11230 251. .O. . LLLLLX.
11233 252. 0 LLLX. -
11236 253. o Lux.
11239 254. o LLLX.
11242 255. O LLLX.
Page 61
warrior_2-yr_lake.out
11245 256. - .O LLLX.
11248 257. .O LLX.
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11254 259. o: LLX.
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11457 300.-- ----0----------------------- ------------ -------------------- ------------------ -------------------------------------- L.
1
+++ +++ +++ +
.+
+++ +++ xxx x
xx xx+ xxx xx+ +++ +++ +++ +x+ +•+ .++ +++ +++ x++
xxx xxx xxx x++ +++ +++ +++ +xx +xx +++
107 KK +xxxxxx+
Bwlo
108 KO OUTPUT CONTROL VARIABLES
' IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL O. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
109 BA SUBBASIN CHARACTERISTICS
TAREA .14 SUBBASIN AREA
' PRECIPITATION DATA
Page 62
warrior.2-yr_lake.out
12 PS STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
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.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
-.DO .00 .00 .00 .00 .00 .00 .00 .00 .00
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.01
.01 '
01 01 .01 .01 .01 .01 .01 .01 .01 .01
:01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
02 .02 .02 .02 .02 .07 .07 .07 .07 .07
:18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .O1 .O1 .O1 .O1 .O1
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01- .01 .01 .01 .01 .01 .01 .01 .01 .01

.01
.01
.01 .01 .01
.01.
.01
.01
.01
.01 '
.O1 .O1 .O1 .O1 .O1 .00 .00 .00 .00
110 LS SCS LOSS RATE
STRTL 1.45 INITIAL ABSTRACTION
CRVNBR 58.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA .
111 UD SCS DIMENSIONL ESS UNITGRAPH
TLAG .18 LAG
UNIT HVDROGRAPH
20 END-OF-PERIOD ORDINATES
46. 149. 283. 330. 303. 237. 150. 101. 69 46.
31. 21. 14. 9. 6. 4. 3. 2. 1. 0.
_.____....._..._.. _.- 1'.. ._.._ .. _.. ._ _... .... _. _. .-._.._. ._ _. ... _.. ._. .. STATION-.... Bw10. ..... .. .........
(O) OUTFLOW
0. 4. 8. 12. 16. 20. 0. 0. 0. 0. 0. 0. 0.
() P P, (
EXCE55
.00 .00 .00 00 00 .00 .00 .00 .20 .15 .10 .05 00
DAHRMN PER
10000
10000
10__----------------- ,
_________,_
_.______,_________,_________,__
_______,_
________,_
________, _
________, _
________ _______
__, '
10003 20 . .
10006 30
10009 40
10012 50
10015 60
10018 70
1002 80

10024 4
90 '
10027 100
10030 110 . . . .
10033 120
10036 130
10039 140
10042 150
Page 63 '
warriorl-yr_lake.out
10045 160.
10048 170
10051 180
10054 190
10057 200
10100 210 . . . .
10103 220
10106 230
10109 240
10112 250

10115
260 '
10118 270
10121 280
10124 290
10127 300
10130 310 . . . . . . . . . . . . . . . . . . . . .
10133 320
10136 330 .. -

10139
340 '
10142 350
10145 360
10148 370
10151 380
10154 390
10157 400 -
10200 410. . . . . . . . .
10203 420

10206
430 '
10209 440
10212 450
10215 460
10218 470
10221 480 -
10224 490
10227 500 . .

10230
Slo
. '
10233 520 ..
10236 530
10239 540
- 10242 550
10245 560
10248 570
10251 580

10254
590 '
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10303 620
10306 630
10309 640
10312 650
10315 660

10318
670 '
10321 680
10324 690
10327 700
10330 710. . ..
10333 720 ,.
10336 730
10339 740

10342
750 '
10345 760
10348 770
10351 780
10354 790
10357 800
10400
10403 810 .
820 . .
L.
10406 830 L.
10409 840 L.
10412 850 L.
Page 64
' warri o r_2-yr_1ake.out
10415 860 L.
10418 870 L.
10421 880 L.
10424 890 L.
10427 900
L
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.L
.
'
10433 920 L.
10436 930 L.
10439 940 L.
10442 950 L.
10445 960 L.
10448 970 L.
10451 980 L.
10454 990 L
.
10457 1000 i L
.
10500 1010 L.
10503 102o L.
10506 1030 L.
10509 1040 L
.
10512 1050 L
.
10515 1060 L.
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L .
10533 1120 - L.
10536 1130 L.
10539 1140 L.
10542 1150 L.
10545 1160 L.
10548 1170 L.
10551 1180 L.
10554 1190 L.
10557 1200 L.
10600 1210 . . . . . . . . . . . . . . . . . . . . . . L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 125o L.
10615 1260 L.
10618 1270 L.
10621 1280 L.
10624 1290 L.
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . L
10633 1320 L
.
10636 1330 .' L
.
__.106391340..._._.. _ :_. __ _. ..... ..:_ ._._ .. ... ... .. ... . ... _. :_.. ._ .._. _... L ...__.
10642 1350 L.
10645 1360 L.
10648 1370 L.
10651 1360 L.
10654 1390 L.
10657 1400 L.
'
10700 1410 . . . . . . . . . . L.
10703 1420 L.
10706 1430 .. L.
10709 1440 L:
10712 1450 L.
10715 1460 L.
10718 1470 L
10721 1480 L.
'
10724 1490 L.
10727 1500 L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10733 1520 - L.
10736 1530 L
.
10739 1540 L
.
10742 1550 L.
Page 65
warrior_2-yr_lake.out
10745 1560 L.
10748 1570 L
.
10751 1580 L
.
10754 1590 L
.
10757 1600 L
.
10800 1610 . . . . . . . . . . . .L.
10803 1620 L.
10806 1630 L.
10809 1640 L.
10812 1650 L.
'
10815 1660 L.
10818 1670 L
.
10821 1680 L
.
10824 1690 L.
10827 1700 L.
10830 1710 . . . . . . L.
10833 1720 L.
10836 1730 L.
'
10839 1740 L.
10842 1750 L.
10845 1760 L.
10848 1770 L.
108511780 L.
10854 1790 L
.
10857 1800 .
L
10900 1810 . . .L.
10903 1820 L.
10906 1830 L.
10909 1840 L.
10912 1850 L.
10915 1860 L.
10918 1870 L.
1092 1880 L.
10924 1890 L.
10927 7 1900 L.
10930 1910 L.
10933 1920 L.
10936 1930 L.
10939 1940 L.
10942 1950 - L.
10945 1960 L.
10948 1970 L.
10951 1980 L.
10954 1990 L.
10957 2000 L

11000 2010 . . . . . . . . :
. . . . . . . . L.
11003 2020 - L
.
11006 2030 L
.
11009 2040 - L.
11012 2050 L.
11015 2060 L
.
'
11018 2070 L
.
11021 2080 L.
11024 2090 L.
11027 2100 L.
11030 2110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
'
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 - LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . . . . . LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL.
11112 2250 . _ LL.
Page 66
warrior-2-yr_lake.out '
31115 2260 LL
.
11118 2270 LLL
. -
13121 2260 LLL.
11124 2290 LLL.
11127 2300 LLL.
11130 2310 . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . .

- . . . . . . . . . . . . . . . LLL
.
11133 2320 LLL.
11136 2330 - LLL.
11139 2340 LLL.
11142 2350 - LLL.
11145 2360 LLL.
11148 2370 LLLLLLLLLLLLL
.
11151 2380 LLLLLLLLLLLLL
.
11154 2390 LLLLLLLLLLLLL
.

11157 2400 '
LLLLLLLLLLLLL
.
11200 2410 . . . . . . . . . . . . . . . . . . . . . .LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11209 244. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11212 245. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL)OOM
11218 247. 0 LLLLLX
.

11221 248.
0 '
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.
11224 249. O LLLLLX.
11227 250. 0 LLLLLX. -
11230 251 . . . . . . . . . . . . . . .O. . . . . . . LLLLLX
.
11233 252. O LLLX
.
11236 253. 0. LLLX.
11239 254. O LLLX.
11242 255. . O LLLX.

11245 256.
.0 '
LLLX.
11248 2S7. 0. LLX.
1125 258. O LLx.
11254 4 259. o Luc.
11257 260: 0 LL.
11300 261. o . . . . . . . . . .LLX
.
11303 262. o LX
.
11306 263. O LX.
11309 264. o LX
.
11312 265. 0 LX
.
11315 266. 0 Lx
.
11318 267. o .. LL
.
11321 268. O LL.
11324 269. O LL.
11327 270. .0 LL.
11330 271. O. . . . . . . . . . . LL.
11333 272. .0 LL.
11336 273. .O
- LL.
..-11339 Z7,v o---.._. --. _. _ ._ . . _.... .. .__ __._ .. _ .._ .. ..: _ _ ... .._. .: - - Lc
11342 275. O LL. -
11345 276. 0 LL.
11348 277. D L.
11351 278. 0. L.
31354 279. 0. - L.
11357 280. o. L.

11400 281.
. .O.
-
. . . . . . .
. . . . . '
. . . .L.
11403 282. o L.
11406 283. O L
.
11409 284. o L
.
11412 285. O L
.
11415 286. o - L
.
11418 287. O L.
11421 288. O L
.

11424 289.
o '
L
.
31427 290. 0 L.
11430 291. . . .0. . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11433 292. O L.
11436 293. o L.
11439 294. o L.
11442 295. o - L.

Page 67 '
warrior-2-yr_lake.out
11445 296. 0 L.
11448 297. O L
.

11451 298.
O
.. '
L
.
31454 299. 0 L.
11457 300...... 0------------------------ -------------------------------------------------- -------------------------------------- L•
1
aaa aaa +++ ++
+
+++ aa+ aaa aaa a
aa a++ aaa aa+ a++ ++
+ a++ aaa aaa aaa aaa aaa
aaa aaa aaa aa+ aaa aaa +++ aaa aaa aa+
112 KK ++++a++a
JCT04
113 KO OUTPUT CONTROL VARIABLES '
IPRNT 3 PRINT CONTROL -
IPLOT O PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST4 ST5 BW9 BW10
115 HC HYDROGRAPH COMBINATION
I*OMP
* NUMBER OF HVD*OGRAPHS TO COMBINE
aaa a
+
a
HYDROGRAPH AT STATION JCT04
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR

+ (CFS)
(HR) '
(CFS)
+ 356. 12.70
70. 29. 29. 29.
(INCHES) .090 .091 .091 .091
(AC-FT) 35. 3S. 35. 35.

a++ aaa a+a aa CUMULATIVE AREA -
a aaa aaa a++ +aa as+aa+ ++ 7.24 SQ MI
a a++ aaa aaa aaa a++ aaa
aaa aaa aaa aaa aa+ ax+ '
aa+ a++ +aa a++ aaa aaa +aa aaa aaa aa+

116 KK
aa
ST6
aaaaaaaaaa++
117 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT O PLOT CONTROL
QSCAL 0. HVDROGRAPH PLOT SCALE

ROUTE FROM JCT04 TO ]CTOS '
HYDROGRAPH ROUTING DATA
119 RK KINEMATIC WAVE STREAM ROUTING
L 535. CHANNEL LENGTH
.090 SLOPE
N .
N .090 CHANNEL ROUGHNESS COEFFICIENT

CA .00
CONTRIBUTING AREA '
'
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Page 68
Z 1.00 SINE SLOPE warrior_2-yr_lake.out
NDXMSN- 2 MINIMUM NUMBER OF DX INTERVALS
' COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP
(DT SHOWN IS A MINIMUM)
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
PEAK
(MIN) (FT) (CFS) (MIN) (IN) C(FPS)
MAIN .59 1.42 .58 178.33 355.69 763.48 .09 5.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3530E+02 EXCESS- .0000E+00 OUTFLOW- .3503E+02 BASIN STORAGE= .2732E+00 PERCENT ERROR= .0
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
xx .59 xxx 1.42 3.00 - 355.04 765.00 .09
xxx MAIN
xxx xxx
HYDROGRAPH AT STATION ST6
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
'
+ (CFS) (HR) 6-HR 24-HR 72-HR 14.95-HR
(CFS)
+ 355. 12.75 69. 28. 28. 28.
(INCHES) .089 .091 .091 .091
(AC-FT) 34. 35. 35. 35.
CUMULATIVE AREA = 7.24 SQ MI
xxx xxx rtxx xrtx xxx xxx xxx xxx xxx rtxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx x xx xxx xxx x+x xxx xxx rtxx xxx xxx
rt
120 KK BW12 " ....... _ .... .... ...... ..... . ... . _._ ... .... ....... _. ..... ... .
121 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL'
QSCAL 0. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA
122 BA SUBBASIN CHARACTERISTICS
TAREA .45 SUBBASIN AREA
PRECIPITATION DATA
' 12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.Do .D0 00 .00 00 .00 .00 .00 00 .00
.00 .00 .DO .00 . .Do .DO .oo .00 .oo .oo
.00 .00 .00 .00 .00 .00 .00 .00 00 .00
.00 .00 .00 .00 .00 .00 .00 .Do .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
Page 69
warrior_2-yr_lake.out
' 00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 00 00 .00 .00 .00 .00 .00
.DD .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .oo .00 .00 .00 Do 00 .00 .00 .00
.00 .00 .00 .00 .00 .oo .oo .oo .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 -DO 00 Oo 00 .oo .oo .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.01 .01 01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.ol .01 01 01 01 01 .01 .01 01 .01
.02 .02 :02 :02 :02 :07 .07 ,07 :07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03
.02 .02 .02 .02 .02 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 01 01 01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01- .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .00 .00 .00 .00
' 123 LS SCS LOSS RATE
STRTL 1.70 INITIAL ABSTRACTION
CRVNBR 54.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
124 UD SCS DIMENSIONLESS UNITGRAPH
TLAG .16 LAG
' UNIT HYDROGRAPH
18 END-OF-PERIOD ORDINATES
192. 643. 1101. 1166. 962. 633. 394. 259. 165. 108.
68. 44. 29. 18. 12. 8. 5. 2.
1 STATION BW12
(O) OUTFLOW
0. 4. 8. 12. 16. 20. 24. 28. 0. 0. 0. 0. 0.
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 (L) PR101P, (X05 EXCESS OC
DAHRMN PER
10000 10 ------------------------------------------------------------------------------------------------------------------------
10003 20
' 10006 30 .
10009 40
10012 50
10015 60
10018 70
10021 80
10024 90
10027 100
10030 110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
' - 10033 120 .
10036 130
10039 140
10042 150
10045 160
10048 170
10051 180
10054 190 ,
' 10057 20
2100 . . . . . . . . . . .
10100 .
10103 220
10106 230
10109 240
Paae 70
warrior-2-yr_lake.out
10112 250
10115 260
10118 270 ,
10121 280 -
10124 290
10127 300

10130
310 . . . . . . . . '
. . . . . . . . . . . . . . . . . . .
10133 320
10136 330
10139 340
10142 350 ..
10145 360
10148 370 -
1015 380
10154 4 390
10157 400
10200 410 . . . .
10203 420
10206 430
10209 440
10212 450 - -
10215 460
10218 470
1022 480
10224 4 490
10227 500
10230 530 . . . . . . . . . . . .
10233 520
10236 530
10239 540
10242 SSO
10245 560
10248 570
10251 580
10254 590 -
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . .
10303 620
- 10306 630
10309 640
10312 650
10315 660
10318 670
10321 680
10324 690
10327 700
10330 710 . . . .
10333 720
1D336 730-
10339 740
10342 750 -
10345 760
10348 770
1035 780
10354 4 790
10357 800 -
10400 810 . . . . . . . . . . .
•
10403 820 L.
10406 830 L.
10409 840 L
.
10412 850 L
.
10415 860 L.
10418 870 L.

10421
880 '
L.
10424 890 L
.
10427 900 L
.
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930 L.
10439 940 L.
Page 71
warrior_2-yr_lake.out
10442 950 L.
10445 960 L
.
10448 970 - L
.
10451 980 .. L
.
10454 990 L
.
10457 1000 L.
10500 1010 . . . . . . . . . . . . . .L.
10503 3020 L.
10506 1030 L.
10509 1040 L.
10512 1050 L.
10515 1060 L.
10518 1070 L.
10521 1080 L. -
10524 1090 L.
10527 1100 L.
10530 1110 . . . . . . . . . . . ?. .L.
10533 1120 L.
10536 1130 L
.
10539 1140 L
.
10542 1150 L.
10545 1160 L.
10548 1170 L.
105511180 L.
-
10554 1190 - L.
10557 1200 L.
10600 1210 . . . . . . . . . . . . . . . . . . . . . . . . .L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 L.
10621 1280 L.
10624 1290 L.
10627 1300 L.
10630 1310 . . . _ . . . . . . . . . . . . . . . . . . . . . . .L.
10633 1320 L.
10636 1330 L.
10639 1340 L.
10642 1350. L -
10645 1360 L.
10648 1370 - L.
10651 1380 L
.
10654 1390 L
.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . L.
10703 1420 .. L.
10706 1430 L.
10709 1440 L.
10712 1450 - L.
10715 1460 L.
10718 1470 L.
10721 1460 L
10724 1490 L.
10727 1500 .. L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10733 1520 L.
10736 1530 L.
10739 1540 L. -
10742 1550 L.
10745 1560 L.
10748 1570 - L.
10751 1580 L.
10754 1590 L.
10757 1600 - L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L .
10803 1620 L.
10806 1630 L.
10809 1640 L.
Page 72
' warrior-2-yr_lake.out _
10812 1650 L
10815 1660 L.
10818 1670 L.
10821 1680 L.
108241690 L.
10827 1700 L.
'
10830 1710 . . . . . . . . . . . . . . .
.L.
10833 1720 L.
10836 1730 L
.
10839 1740 .
L
10842 1750 L.
10845 1760 L.
10848 1770 L.
10851 1780 L.
I
10854 1790 L.
10857 1800 L.
10900 1810 .L.
10903 1820 L.
10906 1830 L.
10909 1840 L.
10912 1850 L.
10915 1860 L,
'
10918 1870 L.
1092 1860 L
.
10924 4 1890 L
.
10927 1900 L.
10930 1910 . . . . . . . . L.
10933 1920 .. L.
10936 1930 L
.
10939 1940 L
.
10942 1950 L.
'
10945 1960 L.
10948 1970 L.
10951 1980 L.
10954 1990 L.
10957 2000 L.
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .L.
11003 2020 L
11006 2030 L,
'
11009 2040 L.
11012 205o L.
11015 2060 L.
11018 2070 L..
11021 2080 L.
11024 2090 L.
11027 2100 L
11030 2110 . . . L.
'
11033 2120 LL.
.
•
.
.
..11038 2130___. ...: ...... . ..
_
.
.. ...
._ .__ - LL:
11039 2140 LL.
11042 2150 CL.
11045 2160 LL
.
11048 2170 LL
.
1105 2180 LL.
11054 2190 LL.
'
11057 7 2200 LL.
11100 2210 . . . . . . . .
LL.
11103 2220 LL
.
11106 2230 LL
.
11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
11115 2270 LLL.
'
1112 2280 LLL.
11124 4 2290 LLL.
11127 2300 LLL.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLL.
11133 2320 LLL
.
11136 2330 LLL
.
11139 2340 LLL.
Page 73
warrior_2-yr_lake.out
- 11142 2350 LLL.
11145 2360 LLL.
'
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . . . LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 2430 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11209 2440 LLLLLLL:LLLLLLLLLLLLLLLLLLLLLLLLLLL.
'
11212 245. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX.
11215 246. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
11218 247. O LLLLLX.
11221 248. 0 LLLLLX:
11224 249. 0 LLLLLX.
11227 250. O LLLLLX.
11230 251. O
• . . . .
.
LLLLLX
.
11233 252. .o .
u
LL
'
11236 253. o LLLL.
11239 254. O .
LLLL.
11242 255. .O LLLL
.
11245 256. 0 LLLL
-.
11248 257. O LLL.
11251 258. 0- LLL.
11254 259 . o LLL.
11257 260. O
LLL.
I
11300 261
. . .
. . . . . . . . . .
. O
. . . . . . . . . .LLL
. . . . . . . . . .
.
11303 262
. .0 LL
.
11306 263. .0 LL
.
11309 264. O LL
.
11312 265. O LL
.
11315 266. o LL
.
11318 267. o LL.
11321 268. O LL.
11324 269. O LL.
I
11327 270. o LL.
11330 271. o
. LL
.
11333 272. 0 LL
.
11336 273. o .. LL
.
11339 274. O LL
.
11342 275. 0 LL.
11345 276. . o LL
.
11348 277. .O L
.
'
11351 278. .0 L.
11354 279. O L.
11357 280. O L.
11400 281. . . . . O. . .. . . . . . . . . . . . . . . L.
11403 282. O. L.
11406 283. O. L.
11409 284. o L.
11412 285. O L.
'
11415 286. o L.
11418 287. o - L.
11421 288. 0 L.
11424 289. o L.
11427 290. 0 L.
11430 291. . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
11433 292. 0 L
.
11436 293. o L
.
'
11439 294. o L.
11442 295. 0 L.
11445 296. 0 L.
11448 297. O ,. L.
11451 298. O L.
11454 299. o L.
11457 300._________ •___O------ ,__--_____,______-__,_________,_________, _________,_________,_________,-______-L.
1
I
- - Page 74
warrior_2-yr_Take.out
125 KK + ++++++++ST7
+++++
'
126 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL O. HYDROGRAPH PLOT SCALE
ROUTE FROM BW12 TO 0CT05

HYDROGRAPH ROUTING DATA '
128 RK KINEMATIC WAVE STREAM ROU TING
L 1415. CHANNEL LENGTH
S .0070 SLOPE
N .090 CHANNEL ROUGHNESS COEFFICI ENT
CA - .00 CONTRIBUTING AREA

SHAPE TRAP
CHANNEL SHAPE '
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE -
' NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
COMPUTED KINEMATIC PARAMETERS
VARIABLE TIME STEP

(DT SHOWN IS A MINIMUM) '
ELEMENT ALPHA M DT DX PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY
_ (MIN) (FT) (CFS) (MIN) (IN) (FPS)
MAIN .52 1.42 2.61. 353.75 26.22 751.48 .10 2.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2468E+01 EXCESS- .0000E+00 OUTFLOW- .2361E+01 BASIN
STORAGE=-.
1254E+00 PERCENT '
ERROR- -.7
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL
MAIN .52 1.42 3.00 25.80 753.00 .10
HYDROGRAPH AT STATION ST7
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)

+ 26.
12.55 5.
2. 2.
2. '
(INCHES) .098 .098 .098 .098
(AC-FT) 2. 2. 2. 2.

x++ +++ +*+ x CUMULATIVE AREA
++ xxx xxx +++ +++ xx+ ++x ++ .45 SQ MI
+ ++x x++ +++ +++ +++ +ex
+++ +++ +++
rxx ++* +xx
xxx +++ +
+* +xx +++
+++ +
xx +++ +xx +++
129 KK * Bwll
Page 75 '
w arrior_2-yr_lake.out
130 KO OUTPUT CONTROL VARIABLES '
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL O. HYDROGRAPH PLOT SCALE
SUBBASIN RUNOFF DATA

131 BA
SUBBASIN CHARACTERISTICS '
TAREA .02 SUBBASIN AREA
PRECIPITATION DATA '
' 12 PB STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN

.00 .00
.00 .00 .00
.00
.00
.00
.00
.00 '
:Do :Do :Do :Do .00 .00 :Do :Do :Do :Do
.00 .00 .00 .00 00 00 .00 .00 .00 .00
.00 .00 .00 .00 :Do :Do .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 00 .00 .00 .00 .00
-
.00 .00 .00 .00 .00 :Do .00 .00 .00 .00
.00 00
. .00 .00 00
. .00 00
. .00 .00 .00
.00
.00 .00 .00
.00 .00 .00 .00 .00 .00

.00 .00
.00 :Do .00
.00
.DO
.00
:Do
.00 '
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 Oo .00 .00 00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 ..00 .00 .00 .00

00 00
.00 .00 .00
00
Oo
.00
.00
.00 '
.00 .00 00 .00 .00
. .01 .01 .01 01 01
.01 .01 .O1 .O1 .01 .01 .01 .01 .01 :01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 -.01 .01 .01. .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03

.02 .02
.02 02 .02
.01
.01
.01
.01
.01 '
.01 .0 1 .01 :01 .01 .01 .01 .01 .01 01
.01 .01 .01 .01 .01 .01 01 01 01 01
.01 .01 .01 .01 01 01 :01 :01 .01 .01
.01 .01 .01 .01 :01 :Do .00 .00 .00
132 LS SCS LOSS RATE
STRTL .99 INITIAL ABSTRACTION

CRVNBR 67.00
CURVE NUMBER '
RTIMP .00 PERCENT IMPERVIOUS AREA
133 UD SCS DIMENSIONLESS UNITGRAPH
TLAG .11 LAG
UNIT HYDROGRAPH '
13 END-OF-PERIOD ORDINATES
20 62. 70.
. 50. 26. 14. 8. 4. 2. 1.
1
. 0. 0.
1 STATION BW11
(O) OUTFLOW
0. 2. 4. 6. 8. 10. 12. 0. 0. 0. 0. 0. 0.

(L) PRECI
P, '
(X) EXCESS
.00 .00 .00 .00 .00 .00 . 00 . 00 .20 .15 .10 .05 .00
DAHRMN PER
Page 76
'
•---------•---------•---------•---------•---------•---------
10000 10 ---------
10003 20
10006 30
10009 40
' 10012 So
10015 60
10018 70
10021 80
10024 90
10027 100
10030 110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10033 120
' 10036 130
10039 14D
10042 150
10045 160
10048 170
10051 180
10054 190
10057 200
' 10100 210
10103 220
10106 230
10109 240
10112 250
10115 260
10118 270
10121 280
' 10124 3290
10127 300
10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10130 310 .
10133 320
10136 330
10139 340
10142 350
10145 360
I 10148 370 .
10151 380
10154 390
10157 400
10200 410 .
10203 420
10206 430 -
10209 440
10212 450
10218 470
10221 480
' 10215 460 .. _. _.." .. _.... ._ .. _. _... ______... _.__ .. ...__...__.. ___ ......._.. . .._
...10224-490_ _. _.. ...... "..... ._... ......__.. .
10227 SOO
10230 510 . . . . . . . . . . . . . . . . . . . . . .. ..
10233 520
10236 530
' 10239 540
10242 550
10245 560
10248 57o
10251 580
10254 590
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
' 10303 620
10306 630
10309 640
10312 650
10315 660
10318 670
10321 680
10324 690
10327 700
Page 77
warrior-2-yr_lake.out
10330 710
10333 720
'
10336 730
10339 740
10342 7S0
10345 760
10348 770
10351 780
10354 790
10357 800
'
. . . . . . . . . . . .
10400 810 . . . . . . . . . . . . . . . . . . . . . . . . . . . .

•
10403 820 L.
10406 830 L.
10409 640 L
.
10412 850 L
.
10415 860 L.
10418 870 L
.
10421 880 L
.
'
10424 890 L.
10427 900 L.
10430 910 ...
.L.
10433 92o L.
10436 930 L.
10439 940 L.
10442 950 L.
10445 960 L.
I
10448 970 L.
10451 980 L.
10454 990 L.
10457 1000 L.
10500 1010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10503 1020 L.
10506 1030 L.
10509 1040 L.
'
10512 1050 L.
10515 1060 L.
10518 1070 L.
10521 1080 L.
10524 1090 L.
10527 1100 L..
10530 1110 ... .L.
10533 1120 L.
10536 3.130 L.
'
10539 3.140 L
.
10542 115D L
.
10545 1160 L
.
10548 1170 L
.
10551 1180 L
.
10554 1190 L
.
10557 1200 L.
. . . . . . .
10600 1210 . . . . . . .
L.
'
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 1250 L.
10615 1260 L.
10618 1270 L.
10621 1280 L.
10624 1290 L.
I
10627 1300 L.
10630 1310 .L.
10633 1320 L.
10636 1330 L.
10639 1340 L.
10642 1350 L.
10645 1360 L.

10648 1370 L
.
'
10651 1380 L.
10654 1390 L.
10657 1400 L.
Page 78
warrior-2-Yr_lake
out
10700 1410 . . . . . . . . :
.
.. . . . . .L.
-
10703 1420 - L.
10706 1430 - L.
10709 1440 L.
10712 1450 L.
10715 1460 L. -

10718 1470 '
L.
10721 1480 L.
10724 1490 L.
10727 1500 L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10733 1520 .. L.
10736 1530 L.
10739 1540 L.

10742 1550 '
L.
10745 1560 L.
10748 1570 L.
107511580 L.
10754 1590 L.
10757 1600 L.
10800 1610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10803 1620 L.

10806 1630 '
L.
10809 1640 L.
10812 1650 L.
10815 1660 L.
10818 1670 L.
108211680 L.
10824 1690 L.
10827 1700 L.

10830 1710
. . . . . . . . . . . .
. . . . . . . . '
. . . . . . . . . . . . .L.
10833 1720 L.
10836 1730 L.
10839 1740 L.
10842 1750 L.
10845 1760 L.
10848 1770 L.
108511780 - L.
10854 1790 L.

10857 1800 '
L.
10900 1810 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L
10903 1820 L.
10906 1830 L.
10909 1840 L.
10912 1850 L
.
10915 1860 L
10918 1870 L.
10921 1880 L.
.:..109241890._. _ _ _ ...... ..... .: .. _.... . ..__ .: .. ...__.. _.._. _. ..... .._-. __ .....__.._ _ .._. - _._ _... -. ._ _. _... _._L
10927 -1900 L.
10930 1910 . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10933 1920 L.
10936 1930 .. L.
10939 1940 L.
10942 1950 L.

10945 1960
- '
L.
10948 1970 L.
10951 1980 L.
10954 1990 - L.
10957 2000 L.
11000 2010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11003 2020 L.
11006 2030 L.

11009 2040 '
L.
11012 2050 L.
11015 2060 L.
11018 2070 L.
11021 2080 L.
11024 2090 L.
11027 2100 L.

Page 79 '
warrior_2-yr-lake.out
11030 2110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.

11100 2210 .
. . . '
LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL.
11112 2250 LL.
11115 2260 LL.
11118 2270 LLL.
1112 2280 LLL.

11124 4 2290 '
LLL.
11127 2300 LLL.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLL
.
11133 2320 LLL
.
11136 2330 LLL.
11139 2340 LLL.
11142 2350 LLL.
11145 2360 LLL.

11148 2370 '
LLLLLLLLLLLLL.
1115 2380 LLLLLLLLLLLLL.
11154 4 2390 LLLLLLLLLLLLL.
11157 240.0 LLLLLLLLLLLLX.
11200 241. . O. .LLLLLLLLLLLLX..
11203 242. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXX.
11206 243. O LLLLLLLLLLLLL:LLLLLLLLLLLLLLLLX)OOM.
13,209 244. O - LLLLLLLLLLLLLLLLLLLLLLLLLL000000 X.
11212 245. 0 LLLLLLLLLLLLLLLLLLLLLLLLU0000000CXX.

11215 246.
0 '
LLLLLLLLLLLLLLLLLLLLLLLLXXXX)pOIXXX.
11218 247. 0 LLLLXX.
11221 248. 0 LLLLXX.
11224 249. 0 LLLLXX.
11227 250. O LLLUIX.
11230 251. .O. . . . LLLLxx.
11233 252. O LLLX.
11236 253. 0 LLLX.

11239 254.
.O '
LLLX.
11242 255. O LLLX.
11245 256. 0 LLLX. '
11248 257. O. LLX.
11251 258. o. LLX.
11254 259. O LLX.
11257 260. O LLX.
11300 261. . . . 0 . . . . . .. . . . .LLX.

11303 262.
O '
Lx.
11306 263. 0 Lx.
11309 264. o Lx.
11312 265. o .. Lx.
11315 266. o - - LX.
11318 267. o Lx.
1132 268. o LX.
11324 4 269. o - LX.

11327 270.
O '
LX.
11330 271. .O. . . . . . . . . . . . . . LX.
11333 272. o Lx.
11336 273. 0 Lx.
11339 274. 0 LX. -
ll342 275. o .. LX.
11345 276. 0 LX.
11348 277. O X.

11351 278.
O '
X.
11354 279. O X.
11357 280. o X.
Page 80
warrior-2-yr-lake
out
11400 2
.
81
o . . :
.

,
,x
11403 282
. O X
.
11406 283. 0 X
.
3.1409 284. o X
.
11412 285. O X
.
11415 286. D x
,
I
11418 287. o X.
11421 288. O X•
11424 289. 0 X.
3.1427 290. O X.
11430 291. O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .X.
11433 292. o L.
3.1436 293. O L
,
11439 294. O L
.
'
3.1442 42 42 295. 0 L.
11445 296. 0 L.
11448 297. 0 L.
11451 298. 0 L.
11454 299. o L.
11457 300.- -0------•--------• --------• -------•--------• ----- ---•-------•- ------• -------• --------• ----- ----•--------L.

I 134 KK ++++ +++8W1r+++
135 KO OUTPUT CONTROL VARIABLES
IPRNT 4 PRINT CONTROL
IPLOT 2 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCAL E
' SUBBASIN RUNOFF DATA
136 BA SUBBASIN CHARACTERISTICS
TAREA .05 SUBBASIN AREA
PRECIPITATION DATA
12 PB. STORM 2.71 BASIN TOTAL PRECIPITATION
13 PI INCREMENTAL PRECIPITATION PATTERN
_
....... .. ....._...... ___.__.. ._ _..... _ _-_-":-00 _ ._ ... Do- 00 ........: 00 . ..:00'- " ;00, - _:00_ ... .....:00.. :00. .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 :Do .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
I .00 .00 .00 00 .00 .00 .00 .
.06 :00 .00
.00 .00 .00 :Do .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .DO .00 .00 .00 .00 .00
.00 .00 .00' .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .Oo .0o
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
' .00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .O1
.01 .01 .01 .01 .01 .01 .01 .01 .01 .O1
' Page 81
• warrior-2-yr_lake.out
.01 .01 .O1 .01 .01 .01 .01 .01 .01 - .01
:02 .02 .02 .02 .02 .07 .07 .07 .07 .07
' .18 .18 .18 .18 .18 .03 .03 .03 .03 03
.02 .02 .02 .02 .02 .01 .01 .01 .01 :01
.01 .01 .01 .01 01 .01 01 01 .01 01
.01 .01 .01 .01 :01 .01 :01 .01 .01 .ol
.O1 .01 .01 .01 .01 01 .01 .01 .01 .01
.O1 .01 .01 .01 .01 .00 .00 .00 .00
137 LS SCS LOSS RATE
' STRTL 1.33 INITIAL ABSTRACTION
CRVNBR 60.00 CURVE NUMBER
RTIMP .00 PERCENT IMPERVIOUS AREA
138 UD SCS DIMENSIONLESS UNITGRAPH
TLAG .O8 LAG
' UNIT HYDROGRAPH
10 END-OF-PERIOD ORDINATES
100. 230. 174. 76. 35. 16 . B. 3. 2. 1.
1 STATION Bw13
(O) OUTFLOW
0. 2. 4. 6. 8. 10. 12. 14. 0. 0. 0. 0. 0.
' (L) PR
P (
EXCESS
.00 .00 .00 .00 .00 .00 .00 .00 .20 .15 10 X05 .00
DAHRMN PER
10000 10-- -------•---------• ---------•- --------•---------•-- ----- --•---------•- --------•- --------• ---------•- ----- ---•------- --•
10003 20
10006 30
10009 40
10012 50
10015 60
'
10018 70
10021 80
10024 90
10027 100
10030 110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10033 120
10036 130
10039 140
10042 150
10045 160
10048 170
10051 180
10054 190
10057 200
10100 2
10103 220
20
'
10106 230
10109 240
10112 250
10115 260
10118 270
10121 280
10124 290
10127 300
'
10130 310 . . . . . . . . . . . . . . ... .
10133 320 .
10136 330
10139 340
10142 350
10145 360
10148 370
10151 380
'
10154 390
10157 400

10200 410 .
Page 82
warri or_2-yr_l ake. out '
10203 420
10206 430
10209 440
10212 450
10215 460
10218 470 ..

10221 480 '
10224 490
10227 500
10230 510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10233 520
10236 530
10239 540

10242 550 _

10245 560 '
10248 570
10251 580
10254 590
10257 600
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10303 620
10306. 630

10309 640 '
10312 650
10315 660
10318 670
10321 680
10324 690
10327 700
.
.
10330 710 . . . . . . . . . . . . . . .
. . . .
. . . .

10333 720 '
10336 730
10339 740
10342 750
10345 760
10348 770 -
1035 780
10354 4 790
10357 Boo

10400 810 . . . . . . . . . . . . . '
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10403 820 L.
10406 830 L.
10409 840 L.
10412 850 - L.
10415 860 L
10418 870 L
10421 880 L.
10424 890 L.
-10427...9D0 ...
...
_.._..L
10430 910 . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .L.
10433 920 L.
10436 930
.
L
10439 940 L
.
10442 950 L.
10445 960 L.

10448 970 '
L.
10451 980 L.
10454 990 L,
10457 1000 L.
10500 1010. ... . . . . . . . . . . . . . . . . . .L.
10503 1020 - L,
10506 1030 L.
10509 1040 L, -

1
0 '
10515
06 i,
10518 1070 L.
105211080 .. L.
- 10524 1090 L
.
10527 1100 L
.
10530 1110 . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
Page 83
warrior_2-yr_lake.out
10533 1120 L.
10536 1130 L.

10 5 39 1140 '
L ,
10542 1150
.
L
10545 1160 L
.
10548 1170 L
.
10551 1180 .
L
10554 1190 L
.
10557 1200 .
L
10600 1210. ... .L.

10603 1220 '
L.
10606 1230 - L
.
10609 1240 L
.
10612 1250 L.
-
10615 1260 L.
10618 1270 L. -
1062 1280
,
L
10624 4 1290 L
.
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10633 1320 L.
10636 1330 L.
10639 1340 . L.
-
10642 1350 L,
10645 1360 L.
10648 1370 L,
106511380 L.

10654 1390 '
L.
10657 1400 L,
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10703 1420 L-.
10706 1430 .. L.
10709 1440 L.
107121450 - L.
10715 1460 L,

10718 1470 '
L
.
1072 1480 L
.
10724 4 1490 L.
10727 1500 L.
10730 1510 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10733 1520 - L -
.
10736 1530 - L
.
10739 1540 L.

10742 1550 '
- L.
10745 1560 L. -
10748 1570 L.
1075 1580 - L.
10754 4 1590
,
L
10757 1600 L
.
10800 1610. .L.
10803.1620 .. L
.

10806 1630
.
L
-
10809 1640 L.
10812 1650 L.
10815 1660 L,
10818 1670 .. L.
108211680 L.
10824 1690 L,
10827 1700 L.

10830 1710 . . . . . . . . . . . . . '
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10833 1720 L,
10836 1730 L.
10839 1740 - L
.
10842 1750 L
.
108451760 - L.
10848 1770 L.
108511780 L.

? 10854 1790 '
- -
10857 1800 L

16900 1810 . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
:
. Page 84
warrior_2-yr_lake.out
109031820 L.
10906 1830 L.
10909 1840 L.
10912 1850 L.
10915 1860 L,
10916 1870 L.
10921 1880 L,
10924 1890 L,
10927 1900 L.
10930 1910 . . . . . . . . L.
10933 1920 L.
10936 1930 L.
10939 1940 L.
10942 1950 L.
'
10945 1960 L.
10948 1970 L.
10951 1980 L.
109541990 - L.
10957 2000 L.
11000 2010 . . . . . . . . . . . . . . . . . . L.
11003 2020 L
.
11006 2030 L
.
'
11009 2040 L,
11012 2050 L.
11015 2060 L.
11018 2070 L.
11021 2080 L
.
11024 2090
- .
L
11027 2100 L.
11030 2110 . . L,
'
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 u.
1105 2180 LL.
11054 2190 LL.
11057 7 2200 LL.
11100 2210 . LL.
11103 2220 LL.
11106 2230 LL.
11109 2240 LL.
11112 2250 .. LL.
11115 2260 LL.
11118 2270 LLL.
11121 2280 LLL.
11124 2290 LLL.
111292300.. .__.. .. _... ._ ._: ... . , .. ... _. _. _. __.. .._ _... ._____ _.__.... ._ _.._. : - LL
L.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLL.
11133 2320 LLL.
11136 2330 LLL.
11139 2340 LLL.
11142 2350 LLL.
11145 2360 LLL.
'
11148 2370 LLLLLLLLLLLLL.
11151 2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 2400 LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . . . . . . . . . . . . . .LLLLLLLLLLLLL.
11203 2420 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.
11206 243. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11209 244. O. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
'
11212 24S. O LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLX)OM.
11215 246. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLL)000=.
11218 247. O. LLLLLX.
11221 248. O LLLLLX.
11224 249. O LLLLLX.
11227 250. 0 LLLLLX.
11230 251. . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLLLLX.
' Page 85
warrior_2-yr_lake.out
11233 252. - o LLLX.
11236 253. o LLLX.
'
11239 254. O LLLX.
11242 255. O LLLX
.
11245 256. 0 LLLX
.
11248 257. 0 LL X.
11251 258. o LLX.
11254 259. 0 LLX.
11257 260. .
0 LLX.
11300 261 . . . .
0 . . . . . . . . . . . . . . . . .
,LLX,
'
11303 262. . O LX.
11306 263. .0 LX.
11309 264. 0 LX.
11312 265. o - LX.
11315 266. O Lx.
11318 267. o LX.
1132 268. 0. LX
.
11324 269. 0. LX
.
'
11327 7 270. 0. Lx.
11330 271. .0. LX.
.11333 272. O. LL
.
11336 273. O . LL
.
11339 274. o LL
.
11342 275. O LL
.
11345 276. 0 LL.
11348 277. o L,
'
1135 278. o L.
11354 4 279. o L,
11357 280. 0 L.
11400 281. O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
11403 282. 0 L
.
11406 283. o L
.
11409 284. o L.
11412 285. 0 L.
'
11415 286. 0 L
,
11418 287. O L
,
11421 288. O L,
11424 289. o L.
11427 290. O L.
11430 291. . . O . . . . . . . . . . . . . . . . . . . . . . . . .L.
11433 292. o L.
11436 293. o L.
11439 294. 0 L.
'
11442 295. o L
,
11445 296. 0 L
.
11448 297. 0 L
.
11451 298. O L
11454 299. O L.
11457 300..... 0.... •......... •---------- ----------------------- ---------------------------- -------- ,............................ L.
lx+x xxx xxx x xx +x+ :x+ +++ x++ x+x xxx x xx xx+ +++.x++ x+x +xx xxx xx+ xx x+ +++ +xx x++ +xx +x+ +++ +++ x++ +xx +++ +++ +++
' 139 KK + +x++x+11.1
++++
140 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
' COMBINE HYDROGRAPHS FROM ST6 ST7 Bwll BW13
142 HC HYDROGRAPH COMBINATION
ICOMP 4 NUMBER OF HYDROGRAPHS TO COMBINE
Page 86
warrior_2-yr_lake.out '
+## 4#d #44 *#x
HYDROGRAPH AT STATION JCTOS #++
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
+ (CFS) (HR)
(CFS)
+ 379. 12.75 76. 31. 31. 31.
(INCHES) .091 ..093 .093 .093
. (AC-FT) 38. 38. 38. 38.

4#4 #+* ##tr
CUMULATIVE AREA
444
44
#44 4#d ### ### 4
7.76 SQ MI
4+ 444 444 444 4## ++tr 44tr

44# *44 ##

4 tr*d 444 Od

d 444 444

444 44tr #4 '

tr 4+tr *trtr *#4 ### ##4
143 KK #
tr tr44
STS
144 KO OUTPUT CONTROL VARIABLES -

IPRNT 3
PRINT CONTROL '
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
ROUTE FROM JCT05 TO JCT06
HYDROGRAPH ROUTING DATA
146 RK KINEMATIC WAVE STREAM ROUTING
L 1300. CHANNEL LENGTH

S- .0080
SLOPE '
N .090 CHANNEL ROUGHNESS COEFFICI ENT
CA .00 CONTRIBUTING AREA
SHAPE TRAP CHANNEL SHAPE
WD 5.00 BOTTOM WIDTH OR DIAMETER
Z 1.00 SIDE SLOPE
- NDXMIN 2 MINIMUM NUMBER OF DX INTERVALS
###
..COMPUTED "KINEMATIC PARAMETERS
.___....
VARIABLE TIME STEP
(DT SHOWN. IS A MINIMUM)
ELEMENT ALPHA M OT DX PEAK TIME TO VOLUME MAXIMUM
PEAK CELERITY

(MIN) (FT)
(CFS)
(MIN)
(IN)
(FPS) '
MAIN .55 1.42 1.49 433.33 376.21 768.41 .09 5.32
CONTINUITY S UMMARY (AC-FT) - INFLOW- .3845E+02 EXCESS- .0000E+00 OUTFLOW= .3763E+02 BASIN STORAGE= .7356E+00 PERCENT ERROR= .2
INTERPOLATED TO SPECIFIED COMPUTATION INTERVAL '
MAIN .55 1.42 3.00 374.76 768.00 .09
HYDROGRAPH AT STATION STS

Page
87 '
w arrior_2-yr_lake.out
PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR
24-HR 72-HR
14.95-HR '
+ (CFS) (HR)
(CFS)
375. 12.80 75. 30. 30. 30.
(INCHES) .089 .091 .091 .091
(AC-FT) 37. 38. 38. 38.

44+ 444 4#4 CUMULATIVE AREA -
44d 44d #d4 +## 4+# +x4 444 44 7.76 SQ MI
4 +44 #44.444 4x4 44+
#+*
tr4a #4tr tr4tr
tr#4 *trtr 4#x
4#4 4+#
4#4 444 44 '
# #4# 444 444 4tr# #+#
147 KK trtr*4#++•#444# . '
148 KO OUTPUT CONTROL VARIABLES _
IPRNT 4 . PRINT CONTROL
IPLOT - 2 PLOT CONTROL

QSCAL 0.
HYDROGRAPH PLOT SCALE '
SUBBASIN RUNOFF DATA
149 BA SUBBASIN CHARACTERISTICS
TAREA .07 SUBBASIN AREA
PRECIPITATION DATA

32 PE
STORM 2.71
BASIN TOTAL PRECIPITATION '
13 PI INCREMENTAL PRECIPITATION PATTERN
.00 .00 .00 .00 .00 .00 00 DO .00 .00
.00 .00 .00 .00 .00 .00 :Do :00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .DO .00 .00 .00 .00 .DO .00 .OD

.DO .00
.00 .DD .00
.DO
.00
.DO
.00 '
.00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 00 .00 .00
.00 .00 .00 .00 00. .DO .00 :Do .DO .00
.00 .00 .00 .00 :Do .00 ..0o .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .Do .00 .00 :Do .00 .00 .00
.00 .00 .00 .00 .00 .00 .00 00 .00 .00

.00 .00
.00 .00 .DO
.Do
.00
.00
-.DO '
.00
.00 .00 .00 .00 .00 .00 :Do .00 .00 .00
.00 .00 .00 OD .00 .00 .DO .00 DO DO
.00 .00 .00 .00 .00 .00 .00 .00 .00 .00
.00 .00 .00 .00 .0o .00 .00 .00 .00 .00
.00 .00 .DO .00 .00 .01 .01 .01 .01 .01
.01 .01 .O1 01 01 01 01 .01 01 .01
.01 .01 .01 :01 .01 '.01 :01 .O1 .01 .01

01 .01
01 .01 01
.01
.01
.O1
.01 '
.01
.01 .01 .01 .01 :01 .01 .01 .01 .01 .01
.02 .02 .02 .02 .02 .07 .07 .07 .07 .07
.18 .18 .18 .18 .18 .03 .03 .03 .03 .03 -
.02 .02 .02 .02 .02 .01 .01 .01 .01 .01
.01 .01 .01 .01 .01 .01 .01 .01 .01 .01
.01 .01 .01 .01 .O1 .01 .01 -01 .01 .01
-01 .01 .01 .01 - .01 .01 .01 :01 .01 .01

.01 .01
.01 .01 .01
.00
.00
.00
.00 '
150 LS SCS LOSS RATE -
Page 88
warrior_2-yr_lake.out
STRTL 1.33 INITIAL ABSTRACTION
CRVNBR 60.00 CURVE NUMBER
_ RTIMP .00 PERCENT IMPERVIOUS AREA
1,11 UD SCS DIMENSIONLESS UNITGRAPH
'
TLAG
.09 ***
LAG
UNIT HYDROGRAPH
11 END-OF-PERIOD ORDINATE5
108. 288. 254. 128. 64. 31. 15. 8. 4. 2.
1
1 STATION BW14
' (0) OUTFLOW
0. 4. 8. - 12. 16. 20. 0. 0. 0. 0. 0. 0. 0.
(L) P
1P, (
EXCE55
.00 .00 .00 .00 .00 .00 .00 .00 .20 .10
.15 .05 .00
DAHRMN PER
10000 l0 --------- ,---- ----- , _________,_________,_________
10003 20
10006 30
'
10009 40

10012 50 .
10015 60
10018 70
10021 80
10024 90
10027 100

10030 110 . . . . . . . . . .
'
10033 120
10036 130
10039 140
10042 150
10045 160
10048 170
10051 180
10054 190
loon 200

10100 210 . .
10103 220
10106 230
10109 240
10112 250
10115 260
10118 270
10121 280
10124 290.... .._...
10127 30o
10130 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
10133 320
10136 330
10139 340
10142 35O
'
10145 36o
10148 370
10151 380
10154 390
10157 400
10200 410 . . . . . . . . . . . .
10203 420
10206 430
'
10209 440
10212 450

10215 460 .
10218 470
10221 480
10224 490
10227 500 ,
' Page 89
warri or. 2-Yr_lake
out
10230 510 . . . . . . . . •
:
, .
10233 520
'
10236 530
10239 540
10242 SSo
10245 560
10248 570
10251 580
10254 590
10257 600
'
10300 610 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .
10303 620
10306 630 .
10309 640
10312 650
10315 660
10318 670
10321 680
'
10324 690
10327 700

10330 710 . - ,
10333 720
10336 730
10339 740
10342 750
10345 760

10348 770 .
'
10351 780
10354 790
10357 800
10400 810 . . . . . . . . . . .
10403 820 L.
10406 830 L.
10409 840 L.
10412 850 L.
'
10415 860 L.
10418 870 L
.
10421 880 L
.
10424 890 L.
10427 900 L.
10430 910 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.
10433 920 L
10436 930 L.
'
10439 940 L.
10442 950 L.
10445 960 L.
10448 970 L.
10451 980 L.
10454 990 L.
10457 1000
L
10500 1010 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L
.
'
10503 1020 L
.
10506 1030 L
.
10509 1040 L
.
10512 1050 L.
10515 1060 L.
10518 1070 L.
10521 1080 L
10524 1090 L
.
'
10527 3.100 L
.
10530 1110 L.
10533 1120 L.
10536 1130 L
.
10539 1140 L
.
10542 1150 L.
10545 1160 L.

10548 1170 .
L.
'
10551 1180 L.
10554 1190 L
.
10557 1200 L
.
Page 90
warrior-2-yr_lake.out '
10600 1210 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10603 1220 L.
10606 1230 L.
10609 1240 L.
10612 1250 L.
10615 1260 L.

10618 1270 '
L.
10621 1280 L,
10624 1290 L.
10627 1300 L.
10630 1310 . . . . . . . . . . . . . . . . . . . .L.
10633 1320 L.
10636 1330 L.
10639 1340 - L. '

10642 1350 '
L.
10645 1360 L.
10648 1370 - - L.
10651 1380 L.
10654 1390 L.
10657 1400 L.
10700 1410 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10703 1420 L.

10706 1430 '
L.
10709 1440 L.
10712 1450 L.
10715 1460 L.
10718 1470 L.
10721 1480 L.
10724 1490 L. .
10727 1500 L.

10730 1510 . . . . . . . '
. . . .L.
10733 1520 L.
10736 1530 L.
10739 1540 L
.
10742 1550 L
.
10745 1560 L.
10748 1570 L.
10751 1580 L.
10754 1590 L.

10757 1600 '
L.
10800 1610 . . . . . . . . . . . . . . . . . . . .L.
10803 1620 L.
10806 1630 L.
10809.1640 L.
10812 1650 L.
10815 1660 - L
.
10818 1670 L
,
10821 1680 L.
.... __._:.._ ._...70824'1690 _L.-
10827 1700 L.
10830 1710 . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10833 1720 L
.
10836 1730 L
.
10839 1740 L.
10842 1750 L.

10845 1760 '
L.
- 10848 1770 L.
10851 1780 L. -
10854 1790 L.
10657 1800 L.
10900 1810.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10903 1820 L.
10906 1830 L.

10909 1840 '
L.
10912 1850 .. L.
10915 1860 L,
10918 1870 L.
10921 1880 L.
10924 1890 L.
10927 1900 L.
Page 91
warrior_2-yr_lake. out
10930 1910 . . . . . . . . . . . . . . . . . . . . . . . . . . . .L.
10933 1920 L
.

10936 1930 '
L
.
10939 1940 L. -
10942 1950 L.
10945 1960 .. L.
10948 1970 L.
109511980 L.
-
10954 1990 L.
10957 2000 L.

11000 2010 '
.L.
11003 2020 L.
11006 2030 L.
11009 2040 L.
11012 2050 L.
11015 2060 L:
11018 2070 L.
11021 2080 L.
11024 2090 L.
11027 2100 - L.
11030 2110 . . . . . . . . . . . . . . . .L.
11033 2120 LL.
11036 2130 LL.
11039 2140 LL.
11042 2150 LL.
11045 2160 LL.
11048 2170 LL.
11051 2180 LL.
11054 2190 LL.
11057 2200 LL.
11100 2210 . . . . . . . . . . . . . LL,
11103 2220 LL.
11106 2230 LL,
11109 2240 LL.
11112 2250 LL.

11115 2260 '
LL,
11118 2270 • LLL.
11121 2280 LLL.
11124 2290 LLL.
11127 2300 .. LLL.
11130 2310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLL.
11133 2320 LLL.
11136 2330. LLL.

11139 2340 '
LLL.
11142 2350 LL L.
11145 2360 LLL.
11148 2370 .. LLLLLLLLLLLLL.
11151:2380 LLLLLLLLLLLLL.
11154 2390 LLLLLLLLLLLLL.
11157 2400 - LLLLLLLLLLLLL.
11200 2410 . . . . . . . . . . . . . . . . . . . . . . LLLLLLLLLLLLL.

11203 2420 '
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL. -
11206 243. 0 .. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXX.
11209 244. .0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXX.
11212 245. 0 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLXXXXX.
11215 246. - O LLLLLLLLLLLLLLLLLLLLLLLLLLLLL)DCOXX.
11218 247. 0 LLLLLX,
1122 248. 0 LLLLLX.
11224 4 249. O LLLLLX.

11227 250.
0 '
LLLLLX.
11230 251. , .O. . . . . . . . . . . . . . . . . . . LLLLLX,
11233 252. o LLLX.
11236 253. O LLLX.
13-239 254. o - LLLX.
11242 255.
- O LLLX.
11245 256. O LLLX.
11248 257. O LLX.

11251 258.
O. '
LLX.
11254 259. 0. LLX,
11257 260. 0. LLX.
Page 92
out
w
or_2
ake
-yr
11300 261. .0. '
. .
. . . •
: . . .LLX.
11303 262. O LX.
11306 263. 0 LX.
11309 264. O LX
.
11312 265. 0 Lx
11315 266. 0 LX.
' 11318 267. 0 Lx.
11321 268. 0 Lx.
11324 269. D LX.
11327 270. o LX.
11330 271. . . O LX.
11333 272. o LL.
11336 273. o LL.
11339 274. o LL.
11342 275. O LL.
11345 276. 0 LL.
11348 277. O L.
11351 278. O L.
11354 279. O L.
11357 280. o L.
11400 28 .0. L.
11403 282 2 o
. L.
' 11406 . o
283 L.
11409 284. 0 L.
11412 285. 0 L.
11415 286. o L.
11418 287. 0 L.
11421 288. O L.
11424 289. 0 L
11427 290. 0 L.
'
11430
291. o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.L.
11433 292. O L.
11436 293. 0 L.'
11439 294. o L.
11442 29S. O L.
11445 296. 0 L.
11448 297: o L
11451 298. 0 L.
11454 299. 0 L.
11457 300.__p-------------------------------------------------------- ,--------- __
- ------ --------- •---------?---------.---- ___L,
-
1
152 KK JCT06 +
153 KO OUTPUT CONTROL VARIABLES
IPRNT 3 PRINT CONTROL
' IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
COMBINE HYDROGRAPHS FROM ST8 & BW14
155 HC HYDROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
HYDROGRAPH AT STATION JCT06
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 14.95-HR
Page 93
warrior_2-yr_lake .out
(CFS) (HR)
(CFS)
+ 37 9. 12.80 76. 31. 31. 31.
(INCHES) .091 .092 .092 .092

(AC-FT)
38.
39.
39.
39. -
CUMULATIVE AREA = 7.83 SQ MI
1
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOU RS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FL OW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
+ 6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
+ BW1 65. 12.40 10. 4. 4. .66
ROUTED TO
+ ST1 63. 13.10 9. 4. 4. .66
HYDROGRAPH AT
+ BW2 110. 12.55 20. B. 8. .91 -
HYDROGRAPH AT
+ BW3 204. 12.45 33. 13. 13. 1.54
HYDROGRAPH AT
+ BW4 318. 12.35 37. 15. 15. .79
4 COMBINED AT
+ 3 CTO1 587. 12.40 99. 40. 40. 3.90
'
ROUTED TO
+ YMCALAKE 32. 14.95 11. 5. 5. 3.90
+ 1200.34 14.95
ROUTED TO
+ ST2 31. 14.95 9. 4. 4. 3,90
HYDROGRAPH AT '
+ Bw5 25. 12.35. 3. 1. 1. .13
HYDROGRAPH AT
+ Bw7 187. 12.45 29. 3.2. 12. 1.08
3 COMBINED AT
+ 7Ci02 205. 12.45 41. 17. 17. 5.11
' ROUTED TO
+ ST3 204. 12.50 40. 17. 17. 5.11
HYDROGRAPH AT ,
+ Bw6 21. 12.40 3. 1. 1. .21
2 COMBINED AT
'
+ JCT03 219. 12.50 43. 18. 18. 5.32
ROUTED TO
+ ST4 217. 12.70 39. 16. 16. 5.32
HVDROGRAPH AT
+ Bw8 128. 12.65 28. 11. 11. 1.68
ROUTED TO
'
+
575
127.
12.75
27.
11.
11.
1.68
HYDROGRAPH AT
Page 94
warrior_2-yr_lake.out
+ BW9 11. 12.35 2. 1. 1. .10 - m
HYDROGRAPH AT
+ 8W10 19. 12.40 3. 1. 1. .14
4 COMBINED AT '
+ 1CT04 356. 12.70 70. 29. 29. 7.24
ROUTED TO
+ ST6 355. 12.75 69. 28. 28. 7.24
HYDROGRAPH AT
+ BW12 27. 12.40 5. 2. 2. .45 - '
ROUTED TO
+ ST7 26. 12.55 5. 2. 2. .45
HYDROGRAPH AT
+ BW11 10. 12.30 1. 0. 0. .02
HYDROGRAPH AT '
+ BW13 14. 12.30 1. 1. 1. .OS
4 COMBINED AT
+ 10705 379. 12.75 76. 31. 31. 7.76
ROUTED TO
+ ST8 375. 12.80 75. 30. 30. 7.76
HYDROGRAPH AT '
+ BW14 19. 12.30 2. 1. 1. .07
2 COMBINED AT
+ JCT06 379. 12.80 76. 31. 31. 7.83
1
SUMMARY OF KINEMATIC WAVE - MUSKINGUM-CUNGE ROUTING
(FLOW IS DIRER RUNOFF WITHOUT BASE FLOW)
INTERPOLATED TO
COMPUTATION INTERVAL
ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME
PEAK PEAK
(MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN)
ST1 MANE 2.51 63.50 786.70 .13 3.00 63.48 786.00 .12
CONTINUITY SUMMARY (AC-FT) - INFLOW- .4927E+01 EXCESS- .0000E+00 OUTFLOW- .4428E+01 BASIN STORAGE= .1565E+01 PERCENT ERROR- -21.6
ST2 MANE 3.00 30.57 897.13 .02 3.00 30.56 897.00 .02
r CONTINUITY SUMMARY (AC-FT) - INFLOW= .6418E+01 EXCESS= .0000E+00 OUTFLOW= .5161E+01 BASIN STORAGE- .1274E+01 PERCENT ERROR- -.3 '
ST3 MANE 1.08 203.86 748.76 .08 3.00 203.58 750.00 .08
CONTINUITY SUMMARY (AC-FT) - INFLOW- .2108E+02 EXCESS- .0000E+00 OUTFLOW- .2077E+02 BASIN STORAGE= .2880E+00 PERCENT ERROR- .1
ST4 MANE 2.81 218.86 763.29 .07 3.00 216.62 762.00 .07 '
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2231E+02 EXCESS- .0000E+00 OUTFLOW= .2033E+02 BASIN STORAGE= .2312E+01 PERCENT ERROR= -1.5
ST5 MANE 2.83 127.04 763.80 .15 3.00 126.60 765.00 .15
Page 95 '
warrior_2-yr_lake.out
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+02 EXCESS- .0000E+00 OUTFLOW- .1330E+02 BASIN STORAGE- .4562E+00 PERCENT ERROR= .0 '
ST6 MANE .58 355.69 763.48 .09 3.00 355.04 765.00 .09
CONTINUITY SUMMARY (AC-FT) - INFLOW- .3530E+02 EXCESS= .0000E+00 OUTFLOW- .3503E+02 BASIN STORAGE= .2732E+00 PERCENT ERROR= .0
ST7 MANE 2.61 26.22 751.48 .10 3.00 25.80 753.00 .10 '
CONTINUITY SUMMARY (AC-FT) - INFLOW- .2468E+01 EXCESS- .0000E+00 OUTFLOW- .2361E+01 BASIN STORAGE- .1254E+00 PERCENT ERROR= -.7
ST8 MANE 1.49 376.21 768.41 .09 3.00 374.76 768.00 .09 '
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3845E+02 EXCESS- .OO00E+00 OUTFLOW= .3763E+02 BASIN STORAGE- .7356E+00 PERCENT ERROR= .2
*** NORMAL END OF HEC-1 ***
Page 96
'A

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ST04 -: 63 33 145.00 1110.22 1112.85 1111.73 1 1112.96 0.003488 1 2.63 55.17 28.24 0.33 0.40 2.63
ST04 202n 275.00 1089.00 1091.67 1091.88 0.006016 3.69 74.57 35.91 0.45 0.76 2.67
ST05 ; 41-e 130.00 1108.86 1110.74 1110.74 1111.27 0.040571 5,85 22.21 21.54 1.02 2.45 1.88
ST05 <uAU 130.00 1089.00 1091.80 1090.59 1091.88 0.003216 2.31 56.25 34.42 0.32 0.32 2.80
ST06 '. 19 40 275.00 1088.00 1091.59 1091.71 0.002877 2.83 97.09 40.02 0.32 0,43 3.59
ST06 ` 17.70 275.00 1087.00 1091.06 1091.21 0.003700 3.09 90.63 46.80 0.36 0.52 - 4.06
ST06 1 15.85 275.00 1087.00 1090.60 1090.75 0.003395 3.24 88.72 38.72 0.36 0.54 3.60
ST07 22.00 50.00 1097.52 1099.45. 1098.91 1099.60 0.008774 3.06 16.33 12.76 0.48 0.63 1.93
ST07-' 16.45 50.00 1089.55 1091.14 1091.14 1091.75 0.043866 6.23 8.02 6.76 1.01 2.74 1.59
STOB 1400 325.00 1086.00 1090.29 1088.68 1090.42 0.002597 2.93 123.42 70.39 0.31 0.44 4.29
ST08.'- 12:65 325.00 1086.00 1090.07 1090.19 0.002089 2.79 116.55 38.05 0.28 0.38 4.07
ST08 - 12025' 'I 325.00 1086.00 1089.93 1090.05 0.002688 2.85 115.29 51.24 0.31 0.42 3.93
ST08 11.40 325.00 1086.00 1089.76 . 1089.88 4003267 - 2.86 123.34 85.86 0.34 0.45 3.76
ST08 10:8333'- 325.00 1085.67 1089.54 1089.69 0.003901 3.16 106.30 62.31 0.37 0.54 3.87
ST08.'.. 102666` 325.00 1085.33 1089.28 - 1089.46 0.004503 3.47 94.28 45.66 0.40 0.65 3.95
ST08 -' 9,70 325.00 1085.00 1089.00 1089.22 0.004832 3.77 86.20 33.42 0.41 0.74 4.00
ST08 91° 325.00 1084.50 1088.74 1088.94 0.004379 3.53 92.11 36.78 0.39 0.66 4.24
STOB '.. 850"- 325.00 1084.00 1088.54 1088.69 0.003472 3.10 104.78 42.65 0.35 0.51 4.54
ST08-' 7.75' 325.00 1084.00 1088.40 1088.48 0.002047 2.31 140.68 60.72 0.27 0.29 4.40
ST08 7.00 325.00 1084.00 1088.30 1088.35 0.001153 1.78 183.78 84.86 0.20 0.17 4.30
STOS 6.28333' 325.00 1083.93 1088.21 1088.28 0.001472 2.08 156.27 64.14 0.23 0.23 4.28
STOB 1 .5.55666' 325.00 1083.86 1088.06 1088.17 0.002411 2.68 121.28 46.68 0.29 0.37 4.20
ST08 1083.79 1087.61 1087.92 0.007722 4.41 73.77 31.05 0.50 1.06 3.82
ST08 3.505' 325.00 1083.40 1087.17 1087.43 0.005712 4.03 80.63 31.77 0.45 0.86 3.77
STOB 216: 325.00 1083.00 1086.88 1087.07 0.003792 3.51 92.64 33.19 0.37 0.63 3.88
ST08 1.873--- _ 325.00 1082.67 1086.58 1086.79 0.004647 3.66 88.92 35.35 0.41 0.70 3.91
STOB '.. 1.5866,' 325.00 1082.33 1086.14 1086.40 0.006804 4.09 79.55 35.77 0.48 0.91 3.81
ST08 1.30 325.00 1082.00 1085.27 1085.74 0.014141 5.50 59.06 29.19 0.68 1.72 3.26
IST08 1.725" 325.00 1081.50 1084.72 1085.07 0.009156 4.76 68.24 30.32 0.56 1.24 3.22
ST08.. 0 15' ! 325.00 1081.00 1084.44 1083.04 1084.67 0.005002 . 3.84 84.60 32.45 0.42 0.77 3.44

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