NC0039586_Report_20200825

DUKE John Dills Plant Manager
r ENERGY Harris Nuclear Plant
5413 Shearon Harris Rd
New Hill.NC 27562-9300
Serial: RA-22-0272
RECEIVED
Certified Mail Number: 7014 2120 0003 3196 6159
Return Receipt Requested AUG 2 8 2020
Mr. Danny Smith, Director NCDEQ/DWR/NPDES
NC DEQ Division of Water Resources
512 N. Salisbury Street
Raleigh, NC 27604
Subject: Duke Energy Progress, LLC (Duke Energy)— Shearon Harris Nuclear Power Plant
NPDES Permit No. NC0039586, Wake County
Part I (A)(9)4. —Year 4 Activities Report (Outfall 006)
Dear Mr. Smith:
The 2016 NPDES Permit for Duke Energy's Shearon Harris Nuclear Power Plant(HNP)
included new effluent limits for copper and zinc at Outfall 006, which combines internal Outfalls
001 through 005 and discharges into Shearon Harris Lake. This permit, effective September 1,
2016, required compliance with these new limits by September 30, 2021, and included a list of
milestones and interim submittals and to demonstrate progress towards this goal.
The enclosed Year 4 Activities Report details actions taken in accordance with the Corrective
Action Plan (CAP), per the requirements in Part I (A)(9)4 of the permit. As the third and final
progress report, the Year 4 submittal also provides an overview of all completed CAP-related
studies and the associated recommendations for achieving compliance.
Compliance Strategy
The CAP, submitted to the NC DEQ Division of Water Resources (DWR)on September 1,
2017, outlined a compliance strategy based on evaluating site-specific water-quality criteria and
proposing revised effluent limits targeted at protecting the receiving waters in Shearon Harris
Lake. The CAP identified several options for determining site-specific water quality criteria,
including Water Effect Ratio (WER) and/or Mixing Zone studies. Both the results from the
previously completed WER Study and the more recent Mixing Zone Study yielded criteria
equivalent to effluent concentrations for copper and zinc which have not been exceeded at
Outfall 006 for at least 3 years.
In parallel with applying site-specific water-quality criteria, Duke Energy employs water
chemistry management strategies to improve effluent quality and ensure compliance with
metals limits. Notably, in January 2017, HNP staff replaced a zinc-based corrosion inhibitor with
an alternative chemical agent and substantially reduced zinc concentrations at Outfall 006.
No Reasonable Potential to Exceed
Ongoing effluent sampling and characterization, performed in support of the CAP starting in
April 2017, provides ample data points to complete Reasonable Potential Analyses (RPA) for
acute and chronic levels of both zinc and copper. Using dilution factors derived from the Mixing
Zone Study, RPA calculations — using DWR RPA spreadsheets —demonstrate "no reasonable
potential" to exceed copper or zinc criteria.

NC DEQ Division of Water Resources
Serial: RA-20-0272/Page 2
Where "no reasonable potential" for an excursion exists, there is no meaningful benefit to
including a limit in the permit. Accordingly, Duke Energy intends to request both copper and zinc
limits be removed for Outfall 006 and replaced with a quarterly monitoring requirement or—
where the maximum expected value is less than half the allowable —no monitoring requirement.
Year 4 Activity— Mixing Zone Evaluation
One of the key CAP activities for Year 4 was the completion of a Mixing Zone Study for HNP
Outfall 006. In May 2019, Duke Energy submitted the results of the Copper WER Study and
recommendations for revising copper limits. In July, DWR provided comments, including a
request that dilution be considered when determining the WER. A Mixing Zone Study was
chosen to model dilution using CORMIX.
While a primary goal of the Mixing Zone Study was to be responsive to DWR's comments on
the WER Study, use of a Mixing Zone Study had been previously identified in the CAP as a
potential independent activity to model dilution and calculate more appropriate effluent limits.
Therefore, the Mixing Zone Study was completed with the dual-purpose of both augmenting
Copper WER Study results and if dilution modeling predicted enough mixing, it could serve
alone as the basis for revising copper limits.
The Mixing Zone Study considers both EPA guidance and best practices from other states in
examining modeling mixing zones, examining the acute and chronic mixing zone boundaries,
and calculating dilution effects, all of which result in the same conclusion of no reasonable
potential to exceed the resulting water quality criteria. A Technical Memorandum, dated August
14' 2020, summarizing study results and recommendations is included as an attachment to the
enclosed Year 4 Activities Report.
Path Forward for Compliance
The Duke Energy team is immediately available to meet with permitting staff— virtually or in-
person —to discuss Mixing Zone Study results or other elements of the proposed compliance
strategy. Duke Energy is requesting written comments or a meeting with permitting staff within
30 days. Duke Energy and HNP staff have already begun work on the NPDES Renewal
Application (due March 15!) and would appreciate feedback from DWR at its earliest
convenience. Duke Energy trusts that we can collaboratively resolve or remove these 2016
effluent limits aspects for copper and zinc before the upcoming renewal process.
If you have any questions regarding this matter or wish to discuss in further detail, please do not
hesitate to contact Mr. Bob Wilson, HNP Site Environmental Professional, at [phone].
I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations.
Sincerely,
Jo R. *Is

NC DEQ Division of Water Resources
Serial: RA-20-0272/ Page 3
Enclosure: Year 4 CAP Activities Report, August 19, 2020
cc: Mr. Sergei Chernikov, Acting Supervisor, NPDES Industrial Permitting
Certified Mail Number: 7014 2120 0003 3196 6166
Return Receipt Requested
Mr. Scott Vinson, Water Resources Regional Supervisor
Certified Mail Number: 7014 2120 0003 3196 6173
Return Receipt Requested
Ms. Cyndi Karoly, Chief, Water Sciences Section, NC DEQ DWR
Certified Mail Number: 7014 2120 0003 3196 6180
Return Receipt Requested
Mr. Nick Coco, Environmental Engineer, NPDES Permitting
Certified Mail Number: 7014 2120 0003 3196 6197
Return Receipt Requested
NCDEQ DWR Central Files
Certified Mail Number: 7014 2120 0003 3196 6203
Return Receipt Requested

NC DEQ Division of Water Resources
Serial: RA-20-0272
O t}272 / Page 4
bc, Della Allen
Kyle Kelly
Brice Peters
Don Safrit
Bob Wilson
Darlene Wallace
Nuclear Records

NC DEQ Division of Water Resources
Serial: RA-20-0272
Enclosure
Harris Nuclear Plant
NPDES Permit No. NC0039586
Submittal of Corrective Action Plan
( 115 pages including cover)

Final Technical Memorandum
Corrective Action Plan for Copper
and Zinc for Harris Nuclear Plant
NPDES Permit
Year 4 Activities Report
Prepared for
Duke Energy Progress, LLC
Shearon Harris Nuclear Plant
NPDES Permit No. NC0039586
August 2020
Oco..CAR p44,
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ti,FER -� JACOBS.
CH2M HILL North Carolina, Inc.
111 Corning Rd, Suite 116
Cary, NC 27518

TECHNICAL MEMORANDUM JACOBS
Corrective Action Plan for Copper and Zinc for
Harris Nuclear Plant NPDES Permit —
Year 4 Activities Report
PREPARED FOR: Shearon Harris Nuclear Plant(HNP)
Duke Energy-Progress LLC(Duke Energy)
COPY TO: Bob Wilson/Duke Energy-HNP
Don Safrit, PE/Duke Energy
PREPARED BY: Jennifer Bell, PE/CH2M HILL North Carolina, Inc. (Jacobs)
DATE: August 19, 2020
REVISION NO.: Version 03
Executive Summary
The 2016 National Pollutant Discharge Elimination System (NPDES) permit NC0039586 for the Shearon
Harris Nuclear Plant(HNP) included new effluent limits for copper and zinc at Outfall 006,which become
effective September 30, 2021.The permit also included a 5-year compliance schedule requiring
development of a Corrective Action Plan (CAP) in Year 1 and annual progress reports to be submitted to
North Carolina Division of Water Resources(DWR).
The enclosed Year 4 Activities Report details actions taken in accordance with the CAP over the past
year, per the requirements in Part I (A)(9)4 of the permit.As the last of the required annual progress
reports,the Year 4 submittal represents the culmination of Duke Energy's compliance strategy,
providing an overview of all CAP-related activities and the associated recommendations for achieving
NPDES compliance.
TABLE ES-1.
Summary of Compliance Activities for NPDES Permit Years 1-4 for Outfall 006
Year 1 Activities Year 2 Activities Year 3 Activities Year 4 Activities
(9/1/16-8/31/17) (9/1/17-8/31/18) (9/1/18-8/31/19) (9/1/19-8/31/20)
• CAP Development • Effluent • Completion of WER • Dilution studies
• Water Chemistry Characterization, Study using a mixing zone
Management Continued • DWR Meetings model
• Effluent • Water Effects Ratio • Effluent • Effluent
Characterization (WER)Study Characterization, Characterization,
• Water Chemistry Continued Continued
Management, • Water Chemistry
Continued Management,
Continued
Year 4 Results Overview
Completion of a Mixing Zone Study for HNP Outfall 006 was the main CAP activity for Year 4.This study
was initiated in response to DWR's comments on the WER Study for copper(completed in Year 3) which
requested "utilizing a dye dispersion or dilution model to incorporate the near-field effects of[HNP's]
discharge."While a primary goal of the Mixing Zone Study was to be responsive to DWR's comments on
the WER Study, use of dilution modeling had been previously identified in the CAP as a potential
independent activity to study site-specific effects impacting water quality-based effluent limits.
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CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT-YEAR 4 ACTIVITIES REPORT
Therefore,the Mixing Zone Study was completed with the dual-purpose of augmenting copper WER
Study results and, if dilution modeling predicted sufficient mixing, serving independently as the basis for
revising copper limits.
A CORMIX model was used to analyze dilution effects and evaluate mixing zone boundaries as defined
by EPA guidance, supplemented by industry best-practices in other states. Multiple cases were
considered to account for seasonal variations under both maximum and average conditions.The results
of the Mixing Zone Study indicate that there is significant dilution as effluent is discharged from
Outfall 006.Within the model,the least favorable of eight seasonal cases predicted a dilution of 15.3-to-
1 or 6.5%instream waste concentration (IWC) at an acute mixing zone boundary and 54.7-to-1 (or 1.8%
IWC) at a chronic mixing zone boundary.The Technical Memorandum summarizing Mixing Zone Study
results and recommendations is included as Attachment A to this Year 4 Activities Report.
Compliance Strategy and Next Steps
Expanded sampling and effluent characterization, performed in support of the CAP starting in April
2017, provides ample data points to complete Reasonable Potential Analyses(RPA)for both zinc and
copper, as well as establish a median hardness value of 44 milligrams per liter(mg/L) as calcium
carbonate(CaCO3)for effluent at Outfall 006. Using dilution factors derived from the Mixing Zone Study,
RPA calculations—using DWR RPA spreadsheets, included as Attachment B—demonstrate "no
reasonable potential" to exceed copper or zinc criteria.
Where"no reasonable potential"for an excursion exists,there is no meaningful benefit to including a
limit in the NPDES permit.Accordingly, Duke Energy intends to request DWR consider dilution effects at
Outfall 006 and that copper and zinc limits be removed and replaced with a quarterly monitoring
requirement or—where the maximum expected value is less than half the allowable—no monitoring
requirement.
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CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT-YEAR 4 ACTIVITIES REPORT
1.0 Year 4 CAP Activities— Final Report
The purpose of this report is to provide DWR with a summary of the "actions taken in accordance with
the CAP" per the requirements in Part I(A)(9)of NPDES Permit NC0039586.As the last submittal
required by the Compliance Schedule,the Year 4 Report captures all CAP activities to date and includes
associated conclusions and final recommendations for NPDES permit compliance.
1.1 Background &Overview of Compliance Activities
The NPDES Permit issued to HNP, effective September 1, 2016, included new effluent limits for total
recoverable copper and zinc at Outfall 006.These limits were based on dissolved copper and zinc criteria
that were calculated using a default WER of 1.0 and a default hardness concentration of 25 mg/L(as
CaCO3) due to a lack of available historical data.The daily maximum and monthly average limits, shown
in Table 1 below, are set to become effective September 30, 2021.
TABLE 1.
Total recoverable copper and zinc limits effective September 30,2021
Metal Monthly Average Limit Daily Maximum Limit
Zinc 126 pg/L 126 pg/L
Copper 7.9 pg/L 10.5 pg/L
Duke Energy developed a CAP for copper and zinc, which was submitted to DWR on August 31, 2017, as
required by the Compliance Schedule outlined in the permit.The CAP included preliminary results from
the effluent characterization that began in April 2017, as well as a plan of activities to achieve
compliance with the permit limits.
CAP activities included continuing expanded sampling protocols and effluent characterization, adjusting
water-quality criteria for hardness data, evaluating water chemistry management options, and
completing a WER Study. Other activities such as using a mixing zone analysis to justify more dilution for
permit calculations and/or using the biotic ligand model (BLM)to justify alternative receiving water
criteria for dissolved copper were also identified as potential compliance strategies, if needed.
The following timeline details NPDES compliance actions undertaken by Duke Energy as well as the
associated required submittals and correspondence with DWR:
• September 2016—NPDES Permit NC0039586 issued
• January 2017—HNP staff replaced a zinc-based corrosion inhibitor with an alternative
anticorrosion agent that does not include zinc
• March 2017—Developed Effluent Characterization and Sampling Plan for Copper, Zinc, and
Hardness concentrations
• April 2017—Characterization program implemented
• August 2017—CAP submitted to DWR
• February 2018—WER Study Implementation Plan submitted to DWR for review and comment
• March/April 2018—WER Study Plan Phone Conference held with DWR and follow-up email
comments provided by the Aquatic Toxicology Branch
• May 2018—Written responses provided to DWR addressing comments on the WER Study Plan
• June 2018—WER Study Sampling and Testing Protocols finalized and distributed to HNP staff
• July to September 2018—Four rounds of WER testing completed
• August 2018—Year 2 Report submitted to DWR
• May 2019—WER Study Results and proposed copper WER submitted to DWR
• June 2019—Duke Energy met with DWR to discuss Copper WER Study
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CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT-YEAR 4 ACTIVITIES REPORT
• July 2019—DWR provided written comments on the proposed Copper WER, requesting that
dilution effects be considered and that additional rounds of WER testing be performed
• August 2019—Year 3 Report submitted to DWR
• November 2019—Mixing Zone Study Plan submitted to DWR
• January 2020—DWR responded to the Mixing Zone Study Plan, requesting incorporation of
velocity,temperature,and density at the site of discharge and anticipated plume and modeling
of thermocline as a boundary condition
• January to April 2020—Mixing Zone Study completed using CORMIX dilution model
• August 2020—Mixing Zone Study results submitted to DWR with the Year 4 Report
1.2 Water Chemistry Management
One of Duke Energy's earliest activities to address NPDES compliance was to evaluate water chemistry
management options that could reduce levels of copper and zinc in effluent at Outfall 006.As a result of
this evaluation, HNP operations replaced a zinc-based corrosion inhibiter with an alternative
anticorrosion agent(without zinc) starting in January 2017.
After this operational change, zinc concentrations were significantly reduced in Outfall 006 effluent,
maintaining levels well below the specified limit of 126 µg/L. Occasional spikes in effluent zinc are
attributed to residual zinc in the system, corrosion of zinc from galvanized materials, and/or zinc that is
in the lake water that is cycled up(concentrated) in the cooling process.
While water chemistry management originally focused on zinc, Duke Energy also considered strategies
to reduce copper.The evaluation ultimately concluded, however,that copper was not being added to
the system through any water treatment chemicals nor through corrosion of system components.
Rather,observed copper levels in Outfall 006 are believed to originate in Harris Lake, concentrated as a
result of cooling tower cycling.
1.3 Enhanced Sampling& Effluent Characterization
Some of the NPDES permit limitations introduced in NC0039586 resulted from a lack of historic data
documenting characteristics of Outfall 006 effluent.A key element of Duke Energy's CAP and compliance
strategy was to fill this data gap through robust sampling protocols measuring constituents such as zinc,
copper, and hardness.
Sampling Locations &Schedule
Sampling was performed at two locations: Outfall 006 and the raw water intake. Composite samples
were collected at outfall 006 as is required by permit. In addition,grab samples were collected at the
raw water intake to distinguish natural, seasonal variation occurring in the lake. Raw water data is useful
in explaining any exceedances outside of the control of HNP and its operators, such as spikes seen
during lake turnover.The discharge location for Outfall 006 is over 3 miles from HNP,therefore,outfall
contributions to the raw water intake samples are assumed negligible.
For the first three months of the expanded sampling program, samples were collected weekly at both
locations.After this initial period,testing continued on a bi-weekly schedule and is ongoing as part of
the CAP. Although the CAP-driven sampling protocols were begun in April 2017, effluent
characterization results shown for total recoverable zinc and copper date back to January 2017,
following the water chemistry management activities described above.
Total Recoverable Zinc(Zn)
In the three and a half years of monitoring total recoverable Zinc, Outfall 006 had 120 sampling days
reporting effluent levels from <5 µg/L(below detection limit) up to 107.0 µg/L. In determining the
Maximum Predicted Concentration (Cw MAX),the 58 highest sampling results were used in the DWR
Reasonable Potential Analysis(RPA) calculator.The RPA spreadsheets (included as Attachment B) use
4 CH2M HILL NORTH CAROLINA,INC.

CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT-YEAR 4 ACTIVITIES REPORT
95% Probability/95%Confidence to calculate Cw MAX. For zinc,the 58 data points have a Coefficient of
Variation (CV)of 0.85 and a Multiplying Factor(MF) of 1.00. Both the 120 sampling values and
calculated Cw MAX are shown in Figure 1 below.
FIGURE 1.
Total Recoverable Zinc Levels in Outfall 006 Effluent
120
=, 100 0
Cw MAX= 107 µg/L
u 80 ` °
c 0
N b
60
co 1
> ,
c 40 0 0 .
u
d 0
m20 Q��. °C ° °O° 0 ° ° ° C� 0
0 &4)
lac PQc ' ' OCR. ,ate PQ 'c O`�, S�o 04 O`er >a� Pic �
Total Recoverable Copper(Cu)
In the three and a half years of monitoring total recoverable Copper, Outfall 006 had 117 sampling days
reporting effluent levels from 2.6 µg/L up to 63.5 µg/L. In determining Cw MAX,the 58 highest sampling
results were used in the DWR RPA calculator. For copper,the data points have a CV of 0.39 and a MF of
1.00. Both the 117 sampling values and calculated Cw MAX are shown in Figure 2 below.
FIGURE 2.
Total Recoverable Copper Levels in Outfall 006 Effluent
70
60
' Cw MAX= 63.5 µg/L
to
50 I . _.._.__.-_ .._._._._
•
a
• I
a
40
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• • • •� _ ._..._• ` • •
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~ 1 1 1 1 ° cb % 0i 0i of 0i O O O
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1.4 Adjusting Water-Quality Criteria for Effluent Hardness
NC0039586 permit limits were developed using water quality criteria (WQC)that vary based on
hardness. In the absence of historic data documenting effluent hardness,water quality criteria -and
associated permit limits-were calculated using a conservative,default hardness of 25 mg/L. For the
sampling period beginning in April 2017,Outfall 006 effluent hardness was measured on 79 sampling
days, showing daily values ranging from 19.7 mg/L to 57.5 mg/L as CaCO3. Daily values are consistently
CH2M HILL NORTH CAROLINA,INC. 5

CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT-YEAR 4 ACTIVITIES REPORT
within the range of 35 to 60 mg/L as CaCO3; except for short periods in April/May of 2018 and
October/November 2019,which coincide with scheduled shutdowns of HNP.
In DWR's RPA spreadsheets (Attachment B), effluent hardness is evaluated by taking the median of
monthly averages. Monthly averages of hardness data-gathered as part of the Effluent
Characterization effort-are shown in Figure 3 below,along with the calculated median value of 44
mg/L as CaCO3.
FIGURE 3.
Monthly Average Hardness Values of Outfall 006 Effluent as CaCO3
60
•
=, 55 • • • • •
E 50 • • • • • • •
•
O 45 ----+-• •.* • •� •_ 1
u • • _. • • ' •
• • • • • •
40 — —
_ �..___ _._.___ • •
co • • • • • •
0 35 - - — -- — -
a
c I
co
30
I
25 T
-----Median Hardness(44 mg/L)
•
20 — _ .-_ __.__. _---�.__.. _4-_----I _4� I ---1
P \ o& ' ' 49 ' . pc�, \ao QQ4s \J\ oc� \ac QQ� J\ t
To demonstrate the impact of actual hardness values to the HNP effluent limits,the governing water
quality standards for zinc and copper were adjusted for the documented median hardness value of
44 mg/L.The WQC for dissolved zinc and copper were calculated in accordance with the North Carolina
Administrative Code §15A
NCAC 02B .0211:Fresh Equation la.Zinc,Acute = WER* 0.978* e0.8473(1n[hardness])+0.884
Surface Water Quality Equation lb.Zinc,Chronic = WER*0.986*e0.8473(ln(hardness1)+0.884
Standards for Class C Waters
using the equations from
Equation 2a. Copper,Acute = WER* 0.960 *e0.9422(ln[hardnessi)-1.700
Table A shown here.The Equation 2b. Copper,Chronic = WER*0.960 *e0.8545(1n[hardnessJ)-1.702
resulting dissolved metals
criteria are converted to total Zinc and Copper Criteria from"Table A:Dissolved Freshwater
Standards for Hardness-Dependent Metals"
recoverable zinc and copper
concentrations using the default US EPA translator values. Dissolved zinc criteria are divided by 0.2880
and copper criteria are divided by 0.3476 to determine equivalent, hardness-adjusted effluent limits for
Outfall 006.These recalculated limits are summarized in Table 2 below.
TABLE 2.
Current vs. Recalculated Limits incorporating Site-specific Effluent Hardness Data
Total Current NPDES Limits Equivalent Limits with Median Hardness
Recoverable Monthly Average Daily Maximum Monthly Average Daily Maximum
Metals (Chronic) (Acute) (Chronic) (Acute)
Zinc 126 pg/L 126 pg/L 205 pg/La 203 pg/L
Copper 7.9 pg/L 10.5 pg/L 12.8 pg/L 17.8 pg/L
a The calculated limit for monthly average(205 µg/L)exceeds the calculated limit for daily maximum(or acute conditions).
Therefore,the acute condition governs and,for purposes of effluent limits,monthly averages would be limited to 203 pg/L
6 CH2M HILL NORTH CAROLINA,INC.

CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT-YEAR 4 ACTIVITIES REPORT
1.5 Evaluating Water Effect Ratio for Copper
A WER Study is a procedure to account for the difference in toxicity of a metal in laboratory water
versus the toxicity in water"at the site."The guidance specifically uses the term "site" because the
water used to compare toxicity(to laboratory water)varies depending on the discharge situation.The
effects due to the influences of pH, dissolved organic matter(DOM), and minerals are measured through
a series of toxicity tests.
In Years 2 and 3 of the CAP, a WER Study was conducted for Outfall 006 following the US EPA's Interim
Guidance on Determination and Use of Water Effect Ratios for Metals(EPA, 1994). WER testing for both
total recoverable and dissolved copper was performed during July through September 2018 using
Ceriodaphnia dubia as the primary species and Pimephales promelas as the secondary species.All WER
tests were Type 1 tests conducted using 100%effluent and, as such,the resulting final WER (fWER) was
determined using the lowest WER calculated from the three tests and represents a "worst case
scenario."
fWER values were determined for both dissolved and total recoverable copper.The dissolved fWER of
5.0 was selected as the lower, more conservative of the two values and recommended for adoption in
the HNP NPDES permit.
In May 2019, Duke Energy submitted these WER Study results, and met with DWR in June to discuss the
findings and respond to questions. DWR subsequently provided written comments in July, including
requests that Duke Energy:
a) Repeat the WER testing process using a different primary organism; and,
b) Complete a dye dispersion study or dilution model so that the WER Study can "be conducted in
accordance with Appendix F of EPA's 1994 Interim Guidance on Determination and Use of
Water-Effect Ratios for Metals(EPA, 1994)"and "incorporate the near field effects of a facility's
discharge when developing a WER for Special Flowing Water Situations."
1.6 Modeling Dilution with CORMIX Mixing Zone Study
A mixing zone can be established in the area of a discharge in order to provide reasonable opportunity
for the mixture of the effluent with the receiving waters, in this case a lake.As part of the CAP activities
in Year 4, Duke Energy completed a Mixing Zone Study using a CORMIX dilution model and submitted a
report of findings to DWR (also included as Attachment A).
While a primary goal of this Mixing Zone Study was to be responsive to DWR's comments regarding
using a dilution model in the WER Study, use of a Mixing Zone Study had been previously identified in
the CAP as a potential independent activity to model dilution and calculate more appropriate effluent
limits.Therefore,the Mixing Zone Study was completed with the dual-purpose of augmenting Copper
WER Study results and—if dilution modeling predicted enough mixing—serving independently as the
basis for revising copper limits.
Study Plan & Modeling Approach
Duke Energy proceeded with the Mixing Zone Study using existing records such as monthly Discharge
Monitoring Reports(DMRs), annual Environmental Monitoring Reports, bathymetric survey data, and
outfall as-built specifications to model mixing zone boundaries and dilution effects in CORMIX.The
planned Study approach was submitted to DWR on November 15, 2019 and the following
recommendations from DWR's January 15, 2020 response letter were also incorporated:
• Ambient data collected since 2017 needs to include seasonal measurements of velocity,
temperature, and density at the site of discharge and anticipated plume
• The thermocline should be sufficiently characterized and modeled as a boundary condition where
appropriate.
CH2M HILL NORTH CAROLINA,INC. 7

CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT—YEAR 4 ACTIVITIES REPORT
Both ambient current and seasonal density gradients were addressed and incorporated into the
modeling approach.Velocity measurements were not available, but a zero-velocity condition (0.01 m/s)
was assumed for the receiving stream.This and other assumptions used are conservative and
considered "worst-case" with regards to mixing.
Modeling Seasonal Conditions with Multiple CORMIX Cases
The modeling scenarios were divided into four seasons: Winter(December to February), Spring (March
to May), Summer(June to August), and Fall (September to November).The maximum monthly and
highest monthly average discharge flow calculated for each season were utilized for each season
resulting in a total of 8 model cases.The 90th percentile effluent temperature for each season was also
incorporated into the definition of the model cases.
TABLE 3.
Summary of CORMIX Seasonal Model Cases for Outfall 006 Mixing Zone Study
CORMIX Modeled Scenario Effluent a Ambient Temperature b
Case Number Flow Description Temperature
Case Ola Max: 17.17 mgd Winter Unstratified Ambient Conditions
Case Olb MMA: 14.88 mgd (Dec-Feb) 18.1° C 10.0° C
Case 02a Max:22.02 mgd Spring Linearly Stratified Ambient Conditions
) 27.3°C At surface:23.5°C At bottom: 14.0°C
Case 02b MMA: 15.86 mgd (Mar-May)
Case 03a Max: 17.89 mgd Summer Stratified Ambient Conditions
Case 03b MMA: 14.96 mgd
(Jun-Aug) 32.6° C Type C
Constant near surface(0-5 m): 29.5°C
Case 04a Max: 19.10 mgd Fall Linear decline from (5 m): 26.0°C
Case 04b MMA: 14.81 mgd
(Sep-Nov) 29.6° C to bottom (-14 m): 16.0°C
Notes:
mgd=million gallons per day
MMA=Maximum Monthly Average
a Temperatures based on the 90th percentile of DMR data for the period between January 2016 and August 2019.
b Temperatures measured at Station E2 in 2016-2018 obtained from the Harris Reservoir environmental monitoring reports;
monitoring station is located approx.0.75 miles(1,200 meters)South-Southeast of the discharge.
Under all modeled conditions, CORMIX output showed the discharge plume is buoyant and rises toward
the surface due to the relative effluent and ambient temperatures.The model also predicts that the
plume will trap at the thermocline under the maximum stratification (Summer and Fall) scenarios.
Defining the Acute Mixing Zone
The acute mixing zone was defined using the US EPA Technical Support Document for Water Quality-
based Toxics Control(EPA, 1991). EPA guidance defines the size of an acute mixing zone as the most
restrictive of three criteria:
Within 10%of the regulatory mixing zone—N/A
II. Within a distance of 50 times the discharge length scale(DLS)—177 feet(ft)
50 x pipe cross.sectional area = 50 x x 2 f tz = 50 x 3.55 ft
III. 5 times the local water depth (45 ft) in any horizontal direction—225 ft
For Outfall 006,a radial distance of 177 ft is the most restrictive criteria. Other mixing zone dimensions,
dilution factors,and travel times are predicted by CORMIX model output. Case 04a (Fall) provided the
most conservative (lowest)dilution factor of 15.3 at the acute mixing zone boundary.
8 CH2M HILL NORTH CAROLINA,INC.

CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT—YEAR 4 ACTIVITIES REPORT
Defining the Chronic Mixing Zone
The US EPA's Technical Support Document defines the purpose of a chronic mixing zone as"sized to
protect the ecology of the waterbody as a whole" but does not provide specific criteria for
determination (EPA, 1991).The Wisconsin Department of Natural Resources(DNR) Mixing Zone
Guidance for Chronic Toxicity and Zones of Initial Dilution (1992) was consulted to provide a basis for a
chronic mixing zone boundary for non-flowing waters(such as lake discharge situations).
According to Wisconsin DNR guidance,the chronic mixing zone is limited to less than 10%of the lake
area and has a boundary defined by reaching a default dilution of 10:1. However, if a dilution model—
such as CORMIX—has been developed for an outfall,the limits of the chronic mixing zone are defined as
the edge of discharge-induced mixing and higher dilution factors can be used. The edge of discharge-
induced mixing occurs where the ambient receiving water velocity begins to exceed the discharge
plume's velocity and is also called the "end of the near-field." Mixing zone dimensions, dilution factors,
and travel times are predicted by CORMIX model output.
The "edge of discharge-induced mixing" condition was modeled for all CORMIX cases, and the most
conservative (lowest) dilution factor of 54.7 occurs with Case 3b (Summer). For this case,the chronic
mixing zone boundary extends a radial distance of 500 feet. Although the "edge of discharge-induced
mixing" is considered more representative of actual "chronic zone" conditions,the default dilution
factor of 10 was also evaluated for comparative purposes.
AdjustingWater-Quality Criteria for Mixing Q y Zones
To adjust water-quality criteria for dilution effects,the combined hardness at the mixing zone boundary
is first evaluated using a mass-balance calculation. For Outfall 006,the median effluent hardness is 44
mg/L(as CaCO3), as shown earlier in Section 1.4. For upstream hardness,the default value of 25 mg/L
was used. 25 mg/L is similar to existing ambient monitoring data results for lake water hardness and is
used conservatively, as a higher hardness value would result in less stringent criteria.
Using the combined hardness value,the dissolved criteria for zinc are calculated using Equations la and
lb (shown in Section 1.4)for acute and chronic limits, respectively. Similarly,the dissolved criteria for
copper use Equations 2a and 2b for acute and chronic limits, respectively. Dissolved criteria are divided
by US EPA Translator values(Zn =0.2880, Cu =0.3476)to calculate equivalent total recoverable criteria.
Equivalent Effluent Limits for Copper and Zinc Using Dilution
Allowable concentrations of total recoverable copper in effluent, corresponding to the meeting of water
quality criteria at mixing zone boundaries, were calculated using Equation 3 and shown in the Mixing
Zone Study Report(Attachment A).These equivalent effluent water quality criteria for total copper are
summarized in Table 4 for the acute mixing zone and the chronic mixing zone calculated at the "edge of
discharge-induced mixing," as well as the more conservative chronic zone criteria using a default 10:1
dilution.
TABLE 4.
Water Quality Criteria& Equivalent Total Copper Effluent Limits Adjusted for Dilution
Mixing Zone Dilution Combined Water Quality Criteria for Copper
Equivalent
Type Factor IWC Hardness Dissolved Total Recoverable Effluent Limit
Acute 15.3 6.536% 26.24 mg/L 3.810 pg/L 7.974 pg/L CW= 166.1 pg/L
(Daily Max)
Chronic 54.7 1.828% 25.35 mg/L 2.772 pg/L 10.96 pg/L CW=434.6 pg/La
(Monthly Avg) 10.0 10.00% 26.90 mg/L 2.916 pg/L 8.390 pg/L CW=82.3 pg/L
a The calculated limit for monthly average(434.6 µg/L)exceeds the calculated limit for daily max(or acute conditions).
Therefore,the acute condition governs and,for purposes of effluent limits,monthly averages would be limited to 166.1 pg/L.
CH2M HILL NORTH CAROLINA,INC. 9

CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT—YEAR 4 ACTIVITIES REPORT
Although zinc concentrations were not considered C +C
in the Mixing Zone Study,the same dilution factors Equation 3. DF = " 6kgrd
and associated combined hardness values apply. WQCcocat
Where:
Unlike copper, ambient levels of zinc in Harris Lake CW=effluent concentration limit
were not reported in the annual Environmental Cbkgrd=upstream concentration
Monitoring Reports.To estimate Cbkgrd, sampling WQC=water quality criteria(hardness-dependent)
values for HNP's raw water intake were used in lieu
of monitoring data at station E2. Cbkgrd,was conservatively assumed to be 5 µg/L, as over 90%of the 81
sampling days reported zinc levels below the detection limit of 5 µg/L.
Equivalent effluent limits(Cw)for total recoverable zinc are summarized in Table 5 for the acute mixing
zone and the chronic mixing zone calculated at the "edge of discharge-induced mixing," as well as the
chronic zone criteria using a default 10:1 dilution.
TABLE 5.
Water Quality Criteria& Equivalent Total Zinc Effluent Limits Adjusted for Dilution
Mixing Zone Dilution Combined Water Quality Criteria for Zinc Equivalent
Type Factor IWC Hardness Dissolved Total Recoverable Effluent Limit
Acute 15.3 6.536% 26.24 mg/L 37.72 pg/L 131.0 pg/L Cw= 1999 pg/L
(Daily Max)
Chronic 54.7 1.828% 25.35 mg/L 36.93 pg/L 128.2 pg/L Cw=7009 pg/L a
(Monthly Avg) 10.0 10.00% 26.90 mg/L 38.83 pg/L 134.8 pg/L Cw= 1343 pg/L
a The calculated limit for monthly average(7009 µg/L)exceeds the calculated limit for daily maximum(or acute conditions).
Therefore,the acute condition governs and,for purposes of effluent limits,monthly averages would be limited to 1999 µg/L.
1.7 No Reasonable Potential to Exceed Water Quality Criteria
Using dilution factors derived from the Mixing Zone Study, "reasonable potential" calculations
(Attachment B)—completed in the Freshwater Reasonable Potential Analysis(RPA) Excel-based tool
developed by DWR's NPDES Permitting Unit—demonstrate "no reasonable potential"to exceed either
zinc or copper criteria. For acute conditions,the mixing zone boundary is at 177 ft, as defined by EPA
guidance. For chronic conditions,the mixing zone boundary is at 500 ft,where the "edge of discharge-
induced mixing" is predicted by CORMIX.
Table 6 summarizes the results of the RPA calculations when using CORMIX modeled dilution factors at
mixing zone boundaries(Acute DF=15.3, Chronic DF=54.7).As shown below,for both total zinc and
total copper the maximum predicted concentration (Cw MAx) is less than 50%of the allowable
concentration (Cw ALLOW)•
TABLE 6.
Summary of RPA Spreadsheet Results Using CORMIX Modeled Dilution
Max Predicted Concentration Allowable Effluent Concentration a Potential to Exceed?
POC #of samples Cw Max Cw ALLOW '/2•Cw ALLOW Cw MAx<'/=Cw ALLOW
Total Acute: 1999 pg/L 1000 pg/L No RPA;No Monitoring
Zinc n=58 107 pg/L
Chronic: 7009 pg/L 3505 pg/L No RPA;No Monitoring
Total Acute: 166.1 pg/L 83.1 pg/L No RPA;No Monitoring
n=58 63.5 pg/L
Copper Chronic: 434.6 pg/L 217.3 pg/L No RPA;No Monitoring
Notes:
POC=Pollutant of Concern
a The calculated values for Cw ALLOW vary slightly from those shown In the RPA spreadsheets,as the spreadsheet calculations do
not consider background concentrations in Harris reservoir
10 CH2M HILL NORTH CAROLINA,INC.

CORRECTIVE ACTION PLAN FOR COPPER AND ZINC FOR
HARRIS NUCLEAR PLANT NPDES PERMIT-YEAR 4 ACTIVITIES REPORT
2.0 Next Steps for NPDES Compliance (Year 5)
Duke Energy anticipates Year 5 activities to include continued sampling and effluent characterization
and coordination with DWR. In this same timeframe, HNP staff will prepare and submit a NPDES renewal
application prior to the permit deadline of March 1, 2021.
Review Mixing Zone Study Results with DWR
Duke Energy believes the Mixing Zone Study(see Attachment A) and the associated recommendations
are an important step forward within the strategy to achieve compliance by determining appropriate
effluent limits for HNP Outfall 006. Duke Energy remains committed to working with DWR permitting
staff and requests a meeting—either in-person or remotely—to address any questions or concerns
regarding the recommendations of the Mixing Zone Study or adoption of a mixing zone for HNP.The
results are consistent with EPA guidance and other state approaches and—if DWR adopts a regulatory
mixing zone for Outfall 006—support the conclusion that a reasonable potential to exceed zinc or
copper criteria no longer exists.
Revisit Copper and Zinc Limits
Where"no reasonable potential" for an excursion exists,there is no meaningful benefit to including a
limit in the permit.Accordingly, Duke Energy intends to request both copper and zinc limits be removed
for Outfall 006 and replaced with a quarterly monitoring requirement or—where the maximum
expected value is less than half the allowable—no monitoring requirement. RPA calculations supporting
this request are included as Attachment B.
Withdraw Request for a Copper WER
As noted above, Duke Energy's Mixing Zone Study results provide a path forward on NPDES compliance
without relying on the additional refinement provided by WER values. In light of DWR's concerns
regarding the previously completed Copper WER Study and the request for additional testing, Duke
proposes the Mixing Zone Study be considered independently. Dilution effects obviate the need for a
WER, and by extension the need for additional WER tests.Therefore, at this time, Duke Energy does not
intend to pursue a WER or move forward with any testing to supplement the previously submitted WER
Study.
3.0 References
Doneker, R.L.,and G.H Jirka. 2007. CORMIX User Manual.A Hydrodynamic Mixing Zone Model and
Decision Support System for Pollutant Discharges into Surface Waters. EPA-823-K-07-001. December
2007.
U.S. Environmental Protection Agency(EPA). 1985.Ambient Water Quality Criteria for Copper—1984.
Washington, DC: Office of Water Regulations and Standards, Criteria and Standards Division.
U.S. Environmental Protection Agency(EPA). 1991. Technical Support Document for Water Quality-based
Toxics Control. EPA/505/2-90-001. March 1991.
U.S. Environmental Protection Agency(EPA). 1994. Interim Guidance on Determination and Use of
Water-Effect Ratios for Metals. EPA-823-B-94-001. Washington, DC:Office of Water, Office of Science
and Technology. February 1994.
Wisconsin Department of Natural Resources(Wisconsin DNR). 1992. Mixing Zone Guidance for Chronic
Toxicity and Zones of Initial Dilution. September 1989;Second Revision May 1992.Wisconsin
Department of Natural Resources Modeling and Analysis Unit, Bureau of Water Resources Management.
CH2M HILL NORTH CAROLINA,INC. 11

Corrective Action Plan for Copper and Zinc for Jacobs
Harris Nuclear Plant NPDES Permit—Year 4 Activities Report
Attachment A
Shearon Harris Nuclear Plant - Permit NC#0039586
Mixing Zone Study — August 14, 2020

.Jacobs. Technical Memorandum
111 Corning Road,Suite 116
Cary, North Carolina 27518
+1.919.859.5000
+1.919.859.5151 (fax)
www.jacobs.com
Subject Shearon Harris Nuclear Plant-Permit NC#0039586 Mixing Zone Study ,•.••" ........,''••..,
Project Name Shearon Harris Nuclear Plant NPDES Permit Assistance . CP'H''''-- . 41, '.
N.
: QFesst04"...9
Project No. D33934.02
Date August 14,2020 SEAL
3 9 •
Prepared for Duke Energy Progress, LLC(Duke Energy)
Prepared by Jennifer Bell, PE—CH2M HILL North Carolina, Inc. (Jacobs) H' G� 1 :-
Erin Thatcher, PE—Jacobs k/PER t- `' ":Y20
William Kreutzberger—Jacobs
Executive Summary
In July 2019, as a response to Duke Energy's submittal of a Water Effect Ratio (WER) Study, the North
Carolina Division of Water Resources (DWR) requested that a dye dispersion study or dilution modeling
be completed to augment the WER Study results and further inform the development of permit limits for
Total Recoverable Copper at Outfall 006 of the Shearon Harris Nuclear Plant(HNP).Accordingly, Duke
Energy conducted a mixing zone study using specialized modeling software and following U.S.
Environmental Protection Agency(EPA)guidance for mixing zone evaluations. In addition to EPA
documentation, the Mixing Zone Study used published guidance from Wisconsin's Department of Natural
Resources (DNR) in areas where NC rules and EPA guidance lacked specificity.
The results of this study indicate that there is significant dilution provided by the reservoir for the
discharge from Outfall 006. Within the model, the least favorable of eight seasonal cases predicted a
dilution of 15.3-to-1 or 6.5% instream waste concentration (IWC)at an acute mixing zone boundary and
54.7-to-1 (or 1.8 0/o IWC)at a chronic mixing zone boundary. For comparison, the conservative, default
approach used by Wisconsin DNR, which defines chronic mixing zones where 10.0-to-1 dilution (or 10%
IWC)occurs,was also considered.
11 Equivalent effluent limits were calculated based on the modeled results and are summarized below.
These revised limits, which incorporate predicted dilution effects at Outfall 006, are achievable within
existingHNP operating parameters and would not
P 9 require a WER value greater than 1.0, obviating the
need for additional WER testing or study. As shown in Table 1, comparison with existing effluent data
indicate the discharge from HNP does not have a reasonable potential to exceed these limits, even with
the WER at the default value of 1.0.
TABLE 1.
Equivalent Effluent Limits for Total Recoverable Copper with Dilution at HNP Outfall 006
Guidance Source for Dilution Modeling Daily Maximum Monthly Average
& Defining Mixing Zone Boundaries (Acute) (Chronic)
EPA Technical Support Document for Water Quality-based Toxics Control 166.1 pg/L -
Mixing Zone Guidance Boundary at Edge of discharge-induced mixing - 166.1 pg/L a
(Wisconsin DNR, 1992) Boundary at Default 10:1 dilution - 82.3 pg/L
Maximum Values at Outfall 006—Jan 2016 thru Aug 2019 47.3 pg/L 31.1 pg/L
1 a The resulting calculated limit for monthly average(434.6 pglL)exceeds the calculated limit for daily maximum(or acute
conditions).Therefore,the acute condition governs and the Daily Max and Monthly Average limits are equivalent

7 Shearon Harris Nuclear Plant-Permit NC#0039586
vaco S Mixing Zone Study
1. Introduction
Duke Energy has conducted a mixing zone study evaluating the dilution provided for the discharge from
Outfall 006 from Shearon Harris Nuclear Plant(HNP) into Shearon Harris Reservoir under National
Pollutant Discharge Elimination System (NPDES) Permit No. NC0039586, effective September 1, 2016.
Conditions of the NPDES permit require compliance with total copper and total zinc limits by September
30, 2021. The limits included in the permit were based on the water quality standards regulations in the
North Carolina Administrative Code (NCAC), Section 15A NCAC 2B .0211(c), which include equations for
acute and chronic criteria based on hardness and a WER. The limits included in the permit were based
on a default assumed hardness of 25 milligrams per liter(mg/L) and a WER of 1.0. They were also
applied to the discharge without consideration of dilution in receiving waters.
HNP initially conducted detailed characterizations of the effluent as documented in annual reports
submitted to DWR in accordance with the permit. This characterization indicated there was not a
reasonable potential to exceed the zinc limits but there was reasonable potential to exceed acute and
chronic limits for copper. A WER study was submitted to DWR in May 2019 and a meeting was held to
review the study on June 5, 2019. DWR provided comments on the WER Study on July 16, 2019. In the
comment letter, DWR requests that a dye dispersion study or dilution modeling study be conducted so
that the WER Study can be conducted in accordance with the Special Flowing-Water Situations described
in Appendix F of the Interim Guidance on Determination and Use of Water-Effect Ratios for Metals(EPA,
1994).
A plan for the Mixing Zone Study was submitted to DWR on November 15, 2019, including proposing to
utilize Cornell Mixing Zone Expert System (CORMIX)for dilution modeling. Email approval was received
from DWR (Hill, pers. comm, 2020)with the following recommendations:
• Ambient data collected since 2017 needs to include seasonal measurements of velocity,
temperature, and density at the site of discharge and anticipated plume
• The thermocline should be sufficiently characterized and modeled as a boundary condition where
appropriate
Both ambient current and seasonal density gradients have been addressed and incorporated into the
modeling approach. Velocity measurements were not available, but no velocity of the receiving water was
assumed. This and other assumptions used are conservative regarding mixing. These are further
discussed in Section 3. The letter, study plan, and email from DWR are included as Attachment 1.
2. HNP & Outfall Background
The NPDES Permit authorizes discharges from seven outfalls with designations from 001 through 007.
Outfalls 001 to 005 are internal outfalls that combine as Outfall 006, which then discharges into the
receiving water, Shearon Harris Reservoir. Outfall 007 is a discharge to Shearon Harris Reservoir from a
wastewater facility serving the Harris Energy and Environmental Center.
The mixing zone study focuses on Outfall 006, which combines internal outfalls from cooling tower
blowdown and the HNP radwaste treatment system. Outfall 006 is located towards the south end of
Shearon Harris Reservoir near the point at the end of Bartley Holleman Road, as shown on Figure 1. The
outfall structure is a single, 48-inch reinforced plastic pipe with head wall and riprap bed. A drawing
showing the outfall structure is included as Attachment 2.
The objectives of this mixing zone study are to evaluate the existing Duke Energy HNP wastewater
discharge system for Outfall 006 and predict the dilutions achieved by the discharge under critical
conditions. The analysis was conducted using effluent flow records and the existing outfall configuration
for the purpose of identifying mixing zone boundaries based on applicable, best-available regulatory
guidance. Where appropriate, refined permit limits for Total Recoverable Copper were calculated, taking
into account dilution effects and mixing with ambient conditions in Shearon Harris Reservoir.
CH2M HILL North Carolina. Inc.

Shearon Harris Nuclear Plant-Permit NC#0039586 7
Mixing Zone Study i JaCO S
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FIGURE 1.
Location Map of Shearon Harris Nuclear Plant and Surface Water Outfalls 006 and 007
CH2M HILL North Carolina, Inc.

Jacobs Shearon Harris Nuclear Plant-Permit NC#0039586
Mixing Zone Study
3. ModelingApproachAssumptions
and Assum tions
This section summarizes the modeling approach, data sources, and simplifying assumptions applied in
this evaluation. Where available and applicable, actual data were used to develop model inputs.
3.1 Modeling Approach
The mixing zone study's analytical approach relies on modeling the outfall and reservoir characteristics
using CORMIX. The EPA-supported CORMIX modeling system was used to calculate the dilution and
associated plume temperature for a range of effluent and ambient conditions (Doneker and Jirka, 2007).
CORMIX consists of a series of software subsystems for the analysis and prediction of point-source
discharge plumes into various water bodies and assumes steady-state conditions. It is an empirical
modeling system based on experimentally derived curve-fit equations that predict dilution and verify the
accuracy of theoretical models. The model emphasizes prediction of the near-field geometry and dilution,
although it also predicts the behavior of the discharge plume beyond initial mixing (e.g., in the far-field).
The CORMIX system consists of three core hydrodynamic simulation models, including CORMIX 1,
CORMIX 2, and CORMIX 3. CORMIX 1 predicts plume geometry and dilution for submerged single-port
outfall configurations assuming a rectangular receiving water cross-section. The CORMIX 2 model
predicts plume geometry and dilution for submerged multiport outfall configurations (i.e., diffusers)
discharging conventional or toxic pollutants into fresh or non-freshwater bodies. The CORMIX 3 model
simulates the mixing behavior of buoyant surface discharges that result when effluent enters the receiving
stream laterally, whether through a canal, an open channel, or a near-surface pipe. Since HNP Outfall
006 is a submerged, single port discharge(Attachment 2), CORMIX 1 is the most appropriate model to
use for the discharge scenario simulations.
The CORMIX model output provides the following:
• Journal file (processing record)
• Flow class file(a narrative description of the CORMIX flow class selected by the system)
• Session report file (a narrative summary of discharge input data and plume features)
• Prediction file(a detailed listing of all inputs and plume properties predicted by the model)
3.2 Inputs and Model Scenarios
Tables 2A and 2B summarize specific input parameters selected for the cases modeled, which were
based on the information provided by Duke Energy-including monthly Discharge Monitoring Reports
(DMRs), annual Environmental Monitoring Reports, and bathymetric survey data-as well as other
publicly available records.
TABLE 2A.
Summary of CORMIX Model Input Parameters-All Scenarios
Input Parameter Data Source/Basis for Assumptions Selected Value
CORMIX model used Submerged, single port outfall CORMIX 1
Bounded/Unbounded Based on information provided in environmental bounded
Channel monitoring reports
Average water body Based on available bathymetric survey data 175 ft NGVD(53.3 m)
depth(estimated) (Progress Energy, -2009)
Discharge elevation Based upon local bathymetry and location of outfall;
(pipe centerline) refer to outfall drawing CAR-2167(May 15, 1979), 182 ft NGVD(55.5 m)
Ebasco Services Inc.
Discharge depth Calculated based on difference between normal pool
(pipe centerline) elevation(220 feet above NGVD)and the discharge 38 ft(11.6 m)
elevation
CH2M HILL North Carolina, Inc.

Shearon Harris Nuclear Plant-Permit NC#0039586 7
Mixing Zone Study ,,acobs
TABLE 2A.
Summary of CORMIX Model Input Parameters—All Scenarios
Input Parameter Data Source/Basis for Assumptions Selected Value
HD; calculated based on difference between normal
Depth at discharge(HD) pool elevation(220 feet above NGVD)and the depth 45 ft(13.7 m)
of the reservoir just below the outfall(175 ft)
Estimated ambient No available information;to provide conservative 0.03 ft/sec(0.01 m/sec)
current velocity modeling results, near-zero-current is assumed.
Manning's n Manning's roughness coefficient based on a value for
(roughness coefficient) firm, fine-grained sediment and assumes a stable 0.02
channel bottom.
Winds speed Based upon CORMIX default value for conservative
p conditions. 6.6 ft/sec(2.0 m/sec)
Location of discharge Due to lack of current, location(relative to current right
direction) is arbitrary.
Outfall distance from Based on information provided in environmental 820 ft(250 m)
shore monitoring reports
Horizontal port angle 90°to current
(normal to current direction)
Based upon location and orientation of outfall; refer to
Vertical port angle outfall drawing CAR-2167 (May 15, 1979), Ebasco 0°
Port diameter Services Inc. 48 in(1.22 m)
Port height above bottom 7 ft(2.13 m)
Notes:
NGVD=National Geodetic Vertical Datum
ft=feet
m=meters
in=inches
sec=second
TABLE 2B.
Seasonal/Scenario-Specific CORMIX Model Input Parameters
Input Unstratified Linearly Stratified Stratified Ambient Stratified Ambient
Parameter Ambient Conditions Ambient Conditions Conditions Conditions
(Winter, Dec-Feb) (Spring, Mar-May) (Summer, Jun-Aug) (Fall, Sept-Nov)
Type C
Ambient a 10.0° C At surface: 23.5°C Constant near surface(0-5 m):29.5° C
Temperature At bottom: 14.0°C Linear decline from (5 m):26.0° C
to bottom (-14 m): 16.0°C
Effluent Daily b Max.: 17.17 mgd Max.: 22.02 mgd Max.: 17.89 mgd Max.: 19.10 mgd
Flow Rate MMA: 14.88 mgd MMA: 15.86 mgd MMA: 14.96 mgd MMA.: 14.81 mgd
Effluent Temperature b 18.1° C 27.3°C 32.6°C 18.1° C
(90th percentile)
Notes:
mgd=millions of gallons per day
MMA=Maximum Monthly Average
C=Celcius
a Temperatures measured at Station E2 in 2016-2018 obtained from the Harris Reservoir environmental monitoring reports;
monitoring station is located approx.0.75 miles(1,200 meters)South-Southeast of the discharge.
b Based on discharge monitoring report(DMR)data for the period between January 2016 through August 2019.
Ambient water temperatures near Outfall 006 were obtained from the"E2" monitoring station data, which
are reported in the annual Environmental Monitoring Reports. The location of station E2 relative to Outfall
006 is shown on Figure 1. Seasonal differences in temperature stratification were identified from the
H2M HILL North Carolina. Inc.

Jacobs Shearon Harris Nuclear Plant-Permit NC#0039586
Mixing Zone Study
water column measurements of temperature at this station from 2016, 2017, and 2018. Based on these
data, a pycnocline develops during the summer and fall months. Three types of ambient temperature
(density) profiles were included in the CORMIX model simulations; these water column profiles are plotted
on Figure 2. As the reservoir is a freshwater body, in the absence of direct salinity or density
measurements, it was assumed that no salinity changes over time or throughout the water column are
present and that water temperature alone determines the receiving water density.
• Outfall pipe—the pipe terminus is configured as designed and is as shown on the system
pipeline drawing (May 1979 [Attachment 2]). It is assumed that there is no blockage or sediment
accretion that could reduce the pipe area and/or prevent or alter discharge of effluent.
• Discharge depth of outfall—as shown in Attachment 2, the outfall drawing indicates that the
outfall pipe centerline is located at an elevation of 182 feet NGVD. Calculated based on the
difference between normal pool elevation of 220 feet above NGVD, the outfall pipe centerline is
therefore at a depth of 38 feet below the surface.
• Ambient current velocity (steady state)—Because the reservoir is a non-flowing water body,
stagnant conditions were assumed as a conservative approach. However, CORMIX is not able to
execute model simulations with a zero value for ambient current velocity. The stagnant conditions
were therefore represented in the model by a near-zero current velocity of 0.01 meter per second
(m/s). No current velocity measurements in the reservoir were available for this study.
• Ambient temperature—the mean ambient temperature for each seasonal period was obtained
from Harris Nuclear Plant Environmental Monitoring Report data from 2016 through 2018 for
monitoring station E2, located approximately 0.75 miles south/southeast of the discharge point.
The ambient temperatures under unstratified and stratified conditions are presented in Table 2B.
Ambient Water Temperature(deg C)
0 5 10 15 20 25 30 35
0 Water Temperature
• it �' rj 0 Profile-Data
• Spri•
ng
•
Ambient 0-1/28/2016
2 I •
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• • Summer-Fall �11/zz/zo16
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• • ( -��7/26/2017
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12 • • f t9/20/20I7
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14 r • • -a •, -
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I I -4F-3/28/2018
16 +
1 •
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18 t7/18/2018
--0-9/11/2018
20 t11/14/2018
Figure 2.
Ambient Temperature Profiles for CORMIX Model Scenarios
CH2M HILL North Carolina Inc.

Shearon Harris Nuclear Plant-Permit NC#0039586 7
Mixing Zone Study Jacobs
• Discharge flow rates—the discharge flow rates calculated for each seasonal period are based
on discharge DMR data for Outfall 006 from the period between January 2016 through 2019. The
effluent flow rates under unstratified and stratified conditions are presented in Table 2B.
• Effluent discharge temperatures—the effluent temperature for each seasonal period in the
model is the 90th-percentile value calculated from DMR data for Outfall 006 from the period
between January 2016 through 2019. The effluent temperatures under unstratified and stratified
conditions are presented on Figure 2.
The modeling scenarios were divided into four seasons: Winter(December to February), Spring (March to
May), Summer(June to August), and Fall (September to November). The maximum monthly and highest
monthly average discharge flow calculated for each season were utilized for each season resulting in a
total of 8 model cases. The 90th percentile effluent temperature for each season was also incorporated
into the definition of the model cases. Table 3 summarizes the eight model cases and their key inputs.
TABLE 3.
Summary of CORMIX Model Cases for Outfall 006 Mixing Zone Study
CORMIX Scenario Effluent Modeled Effluent
Case Number Description Flow Basis Flow Temperature a
HNP006-01a Max Day 17.17 mgd
Winter(Dec-Feb) 18.1°C
HNP006-01b Max Monthly Average 14.88 mgd
HNP006-02a Max Day 22.02 mgd
Spring (Mar-May) 27.3°C
HNP006-02b Max Monthly Average 15.86 mgd
HNP006-03a Max Day 17.89 mgd
Summer(Jun-Aug) 32.6°C
HNP006-03b Max Monthly Average 14.96 mgd
HNP006-04a Max Day 19.10 mgd
Fall(Sep-Nov) 29.6°C
HNP006-04b Max Monthly Average 14.81 mgd
Notes:
a Temperatures based on the 90th percentile of DMR data for the period between January 2016 and August 2019.
3.3 Defining Mixing Zones
The Clean Water Act allows state discretion in allowing mixing zones and North Carolina mixing zone
requirements are defined in 15A NCAC 02B .0204 as follows:
"(b)Mixing Zones:a mixing zone may be established in the area of a discharge in order to provide
reasonable opportunity for the mixture of the wastewater with the receiving waters. Water
quality standards shall not apply within regions defined as mixing zones, except that such zones
shall be subject to the conditions established in accordance with this Rule. The limits of such
mixing zones shall be defined by the division on a case-by-case basis after consideration of the
magnitude and character of the waste discharge and the size and character of the receiving
waters. Mixing zones shall be determined such that discharges shall not:
(1) result in acute toxicity to aquatic life[as defined by Rule.0202(1)of this Section]or
prevent free passage of aquatic organisms around the mixing zone;
(2) result in offensive conditions;
(3) produce undesirable aquatic life or result in a dominance of nuisance species outside of
the assigned mixing zone;or
(4) endanger the public health or welfare.
These requirements are general in nature and do not provide specific guidance for conducting a mixing
zone evaluation. Consequently, EPA guidance and guidance from other states was relied upon in
determining how to conduct the mixing evaluation and interpret the results.

7 Shearon Harris Nuclear Plant-Permit NC#0039586
vaco S Mixing Zone Study
3.3.1 Acute Mixing Zone
The acute zone boundary was defined according to the EPA(1991) Technical Support Document for
Water Quality-based Toxics Control(Section 4.3.2), which recommends establishing the acute zone as
the most restrictive of the following:
Within 10%of the regulatory mixing zone
II. Within a distance of 50 times the discharge length scale (Equation 1):
Equation 1. 50 x (Vpipe cross—sectional area)
III. 5 times the local water depth in any horizontal direction
As shown in Table 4, the most applicable acute zone boundary definition for Outfall 006 is 177 feet,which
is the distance of 50 times the discharge length scale (DLS).
TABLE 4.
Acute Zone Boundary Definition for Outfall 006 based on the EPA Technical Support Document
Criterion Result
I. Within 10%of the of the regulatory mixing zone No regulatory mixing zone in effect; not applicable.
II. Within a distance of 50 times the DLS a = 50 x (V12.57ft2) = 177 ft
III. 5 times the local water depth in any horizontal direction b = 5 x 45 ft=225 ft
Notes:
a Outfall 006 is a 4-foot-inside-diameter pipe.
b For a depth at discharge of 45 feet:calculated based on difference between normal pool elevation(220 feet above NGVD)and
the depth of the reservoir just below the outfall(175 feet).
The Technical Support Document also recommends that a discharge velocity of at least 3 m/s be used to
ensure the acute criteria are met for toxic pollutants. Outfall 006 is not currently designed to provide this
initial high-velocity discharge; the maximum monthly spring discharge flow of 22.02 mgd provides an
initial discharge velocity of 0.83 m/s through the open 4-foot-diameter pipe. Without a high-velocity
discharge, the Technical Support Document recommends demonstrating that a drifting organism would
not be exposed to 1-hour average concentrations exceeding the numeric acute criteria (EPA, 1991). To
demonstrate this, CORMIX-predicted travel times for the plume to reach the acute zone boundary for
each of the model cases are provided in the Table 5A results below.
3.3.2 Chronic Mixing Zone
The NPDES permit does not have an established mixing zone for Outfall 006, and while the Technical
Support Document states that"the chronic mixing zone should be sized to protect the ecology of the
waterbody as a whole" (Section 2.2.2 [EPA, 1991]), it does not provide specific criteria for determination
of chronic mixing zone sizes.
The Wisconsin Department of Natural Resources (DNR) Mixing Zone Guidance for Chronic Toxicity and
Zones of Initial Dilution (1992)was consulted to provide a basis for a chronic mixing zone boundary for
non-flowing waters (such as lake discharge situations)that could be applied to this discharge. This
Wisconsin DNR guidance recommends establishing a chronic mixing zone either at a default 10:1
dilution, or at the edge of discharge-induced mixing (determined by a mixing zone or dilution model). The
edge of discharge-induced mixing occurs where the ambient receiving water velocity begins to exceed
the discharge plume's velocity and is also called the"end of the near-field".
CORMIX model predictions are provided for both of these conditions (10:1 dilution and edge of discharge-
induced mixing)for each of the model cases.
CH2M HILL North Carolina.Inc.

Shearon Harris Nuclear Plant-Permit NC#0039586 7
Mixing Zone Study Saco s
4. Modeling Results and Analysis
4.1 Modeling Results
Tables 5A and 5B present the model-predicted dilutions and associated dimensions for each of the 8
model cases (2 per season) at the following locations:
A. At the boundary of the Acute Mixing Zone, defined as 50 times the discharge length scale, per the
Technical Support Document(EPA, 1991)
B. At the edge of discharge-induced mixing (end of the near-field)
The CORMIX model output files (prediction and session reports)for the model cases are provided in
Attachment 3. Due to the relative effluent and ambient temperatures, the plume is buoyant and rises
toward the surface under all modeled conditions, but the model predicts that the plume will trap at the
thermocline(as defined by the model [Figure 2]) under the maximum stratification (summer-fall) scenarios.
TABLE 5A.
Summary of CORMIX Results for Acute Mixing Zone (50 x Discharge Length Scale)
CORMIX Radial Horizontal Centerline Plume Travel
Case Number Distance a Distance a Dilution Factor IWC Width Time
HNP006-01a 25.2 3.97% 265.1 ft 8.8 minutes
HNP006-01b 27.2 3.68% 285.7 ft 1.0 minutes
172.9 feet
HNP006-02a 16.8 5.95% 227.2 ft 5.4 minutes
HNP006-02b 20.5 4.88% 292.8 ft 7.5 minutes
177 feet
HNP006-03a 15.4 6.49% 333.5 ft 8.9 minutes
HNP006-03b 16.9 5.92% 363.1 ft 11 minutes
175.5 feet
HNP006-04a 15.3 6.54% 278.1 ft 7.2 minutes
1HNP006-04b 17.0 5.88% 322.3 ft 9.2 minutes
Notes:
a The radial distance is a vector distance from the center of the port,while the horizontal distance reflects the x-direction only(plan
view,looking down at the surface of the waterbody)
TABLE 5B.
Summary of CORMIX Results for Chronic Mixing Zone (Edge of Discharge-Induced Mixing)
CORMIX Radial Horizontal Bulk Dilution
Case Number Distance a Distance a Factor b IWC Plume Width
HNP006-01a 565 feet 564 feet 92.3 1.08% 1,234 feet
H N P006-01 b 494 feet 493 feet 91.1 1.10% 1,111 feet
HNP006-02a 756 feet 755 feet 82.8 1.20% 1,919 feet
HNP006-02b 556 feet 555 feet 79.1 1.26% 1,518 feet
HNP006-03a 594 feet 594 feet 55.4 1.81% 1,496 feet
HNP006-03b 500 feet 500 feet 54.7 1.83% 1,319 feet
HNP006-04a 647 feet 647 feet 61.9 1.62% 1,593 feet
HNP006-04b 509 feet 509 feet 58.8 1.70% 1,327 feet
Notes:
a The radial distance is a vector distance from the center of the port,while the horizontal distance reflects the x-direction only.
b Assumes a"flux-average"dilution factor.Per the CORMIX User Manual,the ratio of bulk(flux-average)dilution to minimum
centerline dilution is 1.7 for single-port round discharges(Chapter 5.2.2).
CH2M HILL North Carolina, Inc.

Jacobs Shearon Harris Nuclear Plant-Permit NC#0039586
Mixing Zone Study
4.2 Analysis and Conclusions
Dilution modeling with CORMIX shows that sufficient dilution for the facility to achieve compliance with
copper criteria is provided within the mixing zone boundaries as defined by the EPA Technical Support
Document and Wisconsin DNR guidance. The following sections present the rationale for the mixing zone
definitions for Outfall 006 and the calculated effluent limits for total copper.
Model case 04a (fall season) predicts the worst-case (least) dilution at the acute zone boundary of 177
feet downstream of the discharge, where the plume is predicted to be approximately 278 feet wide. Model
case 03b (summer) predicts the worst(least) dilution at the edge of discharge-induced mixing or chronic
mixing zone boundary of 500 feet from the discharge, with a predicted plume width of 1319 feet.
As shown in Table 5A, CORMIX predicts a maximum plume travel time of 11 minutes for the modelled
scenarios,which is well below the allowable exposure recommended in the EPA Technical Support
Document(Section 2.2.2 [EPA, 1991])to avoid lethality to drifting or swimming organisms.
4.3 Potential Effluent Limits
Water quality criteria for copper were calculated using the NC Water Quality Standards for Surface
Waters 15A NCAC 02B .0200):
Equation 2A. Dissolved Copper,Acute = O.96* e0.9422(in[combined hardness at boundary])-1.700
Equation 2B. Dissolved Copper,Chronic = O.96*e0.8545(ln[combined hardness at boundary])-1.702
Equation 3. WQCTotal = EPA Metals Translator
s WQCranslator
Acute and chronic total recoverable metal criteria for copper can be based on mixed hardness at the
applicable mixing zone boundary (acute or chronic) and EPA's default metals translator of 0.3476. The
mixed hardness is based on the median effluent hardness of 44 mg/L (as calcium carbonate [CaCO3])
calculated from the monthly averages from April 2017 to August 2019, and the default upstream hardness
of 25 mg/L (as CaCO3), which is similar to existing ambient monitoring data results for lake water
hardness. An upstream hardness value higher than 25 mg/L (as CaCO3)would result in higher(less
stringent) acute and chronic criteria for copper.
The mixed hardness was based on the model-predicted dilution factors of 15.3 (or IWC of 6.5%) at the
acute mixing zone(model case 04a) and 54.7 (IWC of 1.8%)at the chronic mixing zone boundary (model
case 03b). For comparison, the calculation using mixed hardness based on the default dilution of 10:1
(IWC of 10%) is also presented. Combined hardness values and associated water quality criteria are
shown in Table 6 below.
TABLE 6.
Hardness-Dependent Water Quality Criteria at Mixing Zone Boundaries
Dilution Combined Water Quality Criteria for Copper
Mixing Zone Type Factor IWC Hardness Dissolved Total Recoverable
Acute 15.3 6.536% 26.242 mg/L 3.810 pg/L 10.96 pg/L
(Daily Max)
Chronic 54.7 1.828% 25.347 mg/L 2.772 pg/L 7.974 pg/L
(Monthly Average) 10.0 10.00% 26.900 mg/L 2.916 pg/L 8.390 pg/L
Potential effluent limits for copper(total recoverable) accounting for background copper concentration
(Cbkgrd)and dilution effects were calculated using Equation 4 and summarized in Table 7.
CH2M HILL North Carolina.Inc.
1

Shearon Harris Nuclear Plant-Permit NC#0039586 7
Mixing Zone Study Jacobs
Equation 4. Dilution factor (DF) = c`"+Cnkyra
WQCtotal
Where:
Cw=effluent concentration limit
Cbka,a=upstream concentration
WQC=water quality criteria(hardness-dependent)
Background copper concentration was obtained by applying the 90th percentile of a dataset of 18 total
copper measurements from 2016 to 2018 at the"E2" monitoring station (1.6 micrograms per liter[pg/L]).
This station is downstream of Outfall 006, and as such represents a conservative input to the calculations.
Background copper concentrations at all monitoring stations showed a total range of<0.5 pg/L to a
maximum of 3.2 pg/L, which was measured at station "E2" in January 2016. The 90th percentile copper
concentrations at the other three ambient monitoring stations were very similar(1.2— 1.5 pg/L).
4.3.1 Acute(model-predicted DF at 50 times the DLS [EPA, 1991],case 04a)
CW + 1.6µ9
15.3 = /L CW = 166.1 µ9/L
10.96 µ9�L
4.3.2 Chronic(model-predicted DF at the edge of discharge-induced mixing; case 03b)
CW + 1.6lig
54.7 = lL Cx, = 434.6µ9L
7.974 µ9/L
4.3.3 Chronic(default DF of 10):
+ 1.6µ9
10.0 = lL CW = 82.3µ9,L
8.390 µ9/L
4.4 No Reasonable Potential to Exceed
Currently, the maximum copper concentration measured in the effluent and reported in the most recent
DMRs is below 50 pg/L, well below the potential effluent limits calculated above under any of the mixing
zone definitions. In other words, with the predicted dilutions at the mixing zone boundaries and effluent
copper concentrations well below the CW values calculated previously, there is no reasonable potential for
the discharge to exceed either acute or chronic copper water quality criteria.
TABLE 7.
Summary of Equivalent Outfall 006 Effluent Limits for Total Recoverable Copper
Mixing Zone Definition Daily Maximum—Acute Monthly Average—Chronic
EPA Technical Support Document 166.1 pg/L -
Wisconsin DNR(edge of discharge-induced mixing) - 434.6 pg/Lb
Wisconsin DNR(default 10:1 dilution) - 82.3 pg/L
Maximum Recorded Values at Outfall 006 a 47.3 pg/L 31.1 pg/L
Notes:
a Based on sampling results from ongoing Effluent Characterization,including January 2016 through August 2019. Daily Maximum
was obtained on May 1,2018,and the maximum Monthly Average was from June 2018.
b The calculated limit for monthly average(434.6 pg/L)exceeds the calculated limit for daily maximum(or acute conditions).
Therefore,the Acute condition governs,and the Daily Max and Monthly Average limits are equal.

Jacobs Shearon Harris Nuclear Plant-Permit NC#0039586
Mixing Zone Study
5. Recommendations
Guidance in the Technical Support Document results in a potential acute mixing zone boundary of 177
feet from the discharge based on the configuration of the Outfall 006. CORMIX model worst case
"HNP006-04a" results predict dilution of 15.3:1 or an IWC of 6.5% at this distance. A potential daily
maximum permit limit of 166.1 pg/L is calculated based on this dilution, mixed effluent and receiving water
hardness, 90th percentile of ambient copper measurements near the discharge, and the EPA default total
to dissolved translator.
EPA guidance does not provide specific criteria for a chronic mixing zone. Using a definition of a chronic
mixing zone based on Wisconsin DNR guidance predicts significantly more dilution (54.7:1 or an IWC of
1.8% at a boundary of 500 feet)than provided at the EPA-defined acute mixing zone boundary. As a
result, the calculated monthly average limit based on chronic criteria of 434.6 pg/L is 2.6 times higher
than potential daily maximum criteria, therefore the calculated daily maximum limit of 166.1 pg/L would
govern.
It is recommended that DWR review and consider the results of this mixing zone evaluation in
development of revised permit requirements. If a mixing zone were defined for Outfall 006 based on EPA
and/or Wisconsin DNR guidance, HNP would not require the application of a WER and could
demonstrate there is not a reasonable potential to exceed copper limits based on effluent characterization
data.
6. References
Doneker, R.L., and G.H Jirka. 2007. CORMIX User Manual. A Hydrodynamic Mixing Zone Model and
Decision Support System for Pollutant Discharges into Surface Waters. EPA-823-K-07-001. December
2007.
Hill, David, Environmental Specialist II, NCDEQ/DWR/Water Quality Permitting. 2020. Personal
Communication (email)with Don Safrit, Duke Energy. January 15.
United States Environmental Protection Agency (EPA). 1991. Technical Support Document for Water
Quality-based Toxics Control. EPA/505/2-90-001. March 1991.
United States Environmental Protection Agency(EPA). 1994. Interim Guidance on Determination and
Use of Water-Effect Ratios for Metals. EPA-823-B-94-001. February 1994.
Wisconsin Department of Natural Resources (Wisconsin DNR). 1992. Mixing Zone Guidance for Chronic
Toxicity and Zones of Initial Dilution. September 1989; Second Revision May 1992. Wisconsin
Department of Natural Resources Modeling and Analysis Unit, Bureau of Water Resources Management.
CH2M HILL North Carolina. Inc.

Shearon Harris Nuclear Plant -Permit NC#0039586 ,;acobs
Mixing Zone Study
Attachment 1
DWR Review of Duke Energy Progress, LLC — Shearon Harris Nuclear Plant
(NPDES Permit NC0039586): 2018 Water Effects Ratio Study — July 10, 2019
Mixing Zone Study Work Plan — October 10, 2019
DWR Correspondence — January 15, 2020

' y Received by PRH
ROY COOPER .e:�; I JUL 1 6 2019
Governor fitsjrMICHAEL S.REGAN
Secrerary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
July 10,2019
Bentley K.Jones
Shearon Harris Nuclear Plant
5412 Shearon Harris Road
New Hill,North Carolina 27562-9300
Response: DWR Review of Duke Energy Progress, LLC - Shearon Harris Nuclear Plant
(NPDES Permit NC0039586): 2018 Water Effects Ratio Study
Dear Mr.Jones:
On May 9, 2019, the Division received the results of a Water Effects Ratio study for the Shearon Harris
Nuclear Plant from Duke Energy Progress, LLC. On June 5i1', a meeting was held with Duke and its
consultants to discuss the results. Based on the discussions and the Division's review of the study methods
and results,the Division provides the following comments:
• The Division requests the WER study be conducted in accordance with Appendix F of EPA's 1994
Interim Guidance on Determination and Use of Water-Effect Ratios for Metals which specifies utilizing
either a dye dispersion study or dilution model to incorporate the near-field effects of a facility's
discharge when developing a WER for Special Flowing-Water Situations.
• The Division requests that, as it is the more conservative species in the stream when determining
WERs, the primary organism used in the WER studybe the fathead minnow to insure adequate
q
protection of the receiving stream.
Additionally, the Division wishes to inform the Permittee that, per Appendix A Part B of EPA's 1994
Interim Guidance on Determination and Use of Water-Effect Ratios for Metals,dilution will be taken into
consideration when determining the WER but will not be included again in calculation of the dissolved
standard.
The process associated with the WER will be continually developed,as the process is fairly new to the
Division. In this case,the more protective WER of the two Shearon Harris Nuclear Plant WER studies
shall be applied to copper limits in NPDES permit NC0039586. Future WER verifications shall be
conducted using the most updated Division-approved procedure.
If you have questions concerning these comments, please call me at(919) 707-3609 or by email
at [e-mail].
Sincerely,
7-71;___-7__________
Nick Coco, Engineer
NPDES Complex Permitting Unit
CC: Julie Grzyb, DWR NPDES Complex Permitting Unit
Cyndi Karoly,DWR Water Sciences Section
Connie Brower, DWR Classifications and Standards Branch
,.,:.
^� North Carolina Department of Environmental Quality I Division of Water Rrsources
D_E Q.,) 512 North Salisbury Street I1617 Mall Service Center I Raleigh.North Carolina 27699-1617
' "'"•w� /0"" 919.707.9000

JACOBS Draft Memorandum
111 Corning Road,Suite 200
Cary, North Carolina 27518
United States
T+1.919.859.5000
F+1.919.859.5151
www.jacobs.com
Subject Mixing Zone Study Work Plan
Prepared for: Shearon Harris Nuclear Plant(HNP)
Duke Energy-Progress LLC(Duke Energy)
Copy to: Bob Wilson/Duke Energy—HNP
Don Safrit, PE/Duke Energy
From CH2M HILL North Carolina, Inc. (a wholly owned subsidiary of Jacobs Engineering)
Date October 10, 2019
Introduction and Background
This technical memorandum presents the work plan for performing a mixing zone study evaluating the
dilution for use in subsequent toxicity testing and/or for calculations for allowable outfall dilution for
application of dissolved water quality criteria for metals from Shearon Harris Nuclear Plant (HNP) into
Shearon Harris Reservoir under NPDES Permit No. NC0039586, effective September 1, 2016.
Conditions of the permit require compliance with total copper and total zinc limits by September 30, 2021.
This work plan has been developed by CH2M HILL North Carolina, Inc. (a wholly owned subsidiary of
Jacobs Engineering) in response to the comments on the 2018 Water Effects Ratio (WER) Study
received from the North Carolina Division of Water Resources (DWR) on July 16, 2019. In the letter DWR
requests that a dye dispersion study or dilution modeling study be conducted so that the WER Study can
be conducted in accordance with the Special Flowing-Water Situations described in Appendix F of the
1994 United States Environmental Protection Agency(EPA) Interim Guidance on Determination and Use
of Water-Effect Ratios for Metals(EPA, 1994).
The NPDES Permit requires toxicity testing and other effluent limits for Outfall 006 using a Chronic Test
Concentration (CTC) of 100%, which does not incorporate any dilution within the Shearon Harris
Reservoir. DWR has indicated that WER testing should have been conducted using some dilution with
the receiving water and that a dilution model could be used to select appropriate dilutions. Duke Energy
has agreed to conduct dilution studies for use in subsequent WER testing but also proposes that mixing
zone study results can also be used to determine more appropriate CTCs for Outfall 006.
The mixing zone study's analytical approach will rely on modeling the outfall and reservoir characteristics
using the Cornell Mixing Zone Expert System (CORMIX) (Doneker and Jirka, 2007).
Outfall Characteristics
The NPDES Permit authorizes discharges from seven outfalls with designations from 001 through 007.
Outfalls 001 to 005 are internal outfalls, which then combine as Outfall 006, which then discharges into
the receiving water, Shearon Harris Reservoir. Outfall 007 is a discharge to Shearon Harris Reservoir
from a wastewater facility serving the Harris Energy& Environmental Center.
The proposed mixing study will focus on Outfall 006, which combines internal outfalls from cooling tower
blowdown and the HNP radwaste treatment system. Outfall 006 is located towards the south end of
Shearon Harris Reservoir near the point at the end of Bartley Holleman Road, as shown in Figure 1. The

outfall structure is a single, 48-inch reinforced plastic pipe with head wall and riprap bed. A drawing
showing the outfall structure is included as Attachment 1. The most recent effluent characterization
fi
results through June 2019 are documented in the Corrective Action Plan for Copper and Zinc for Harris
Nuclear Plant NPDES Permit, Year 3 Activities Report(Duke Energy, 2019).
Hams Nuclear
....- 4'.111"%zitit•'• l'••••4
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i 4
4 .., ,... .... ,,,,‘,.�� .. M
lip!Oh
ka m x „r
' ` Paz ' ;` Outfall 006 4 ,M"xh ^^
fi
' i c.^ ro w
Figure 1. Location Map of Shearon Harris Nuclear Plant and Surface Water Outfall
006
Methodology
Based on the understanding of the request from DWR, the objective is to develop a Mixing Zone Study.
technical report of the existing Duke Energy HNP wastewater discharge system for Outfall 006, determine
the dilutions achieved by the discharge based on effluent flow records and the existing outfall
configuration, assess dilution requirements for compliance with the permit conditions by September 30,
2021, confirm mixing zone boundaries for Outfall 006, and determine if there is a need for additional WER
testing using the dilution suggested by the model. Analyses will be performed to document the dilution
performance and mixing provided by the existing Duke Energy Outfall 006 for site-specific receiving water
conditions.
This discharge evaluation will be developed based on wastewater flow and chemistry data collected by
Duke Energy since April 2017 and existing data sources for the Outfall 006 discharge site. No site-
specific receiving water data will be collected as part of this mixing zone study. The available receiving
water data (current velocities, water temperature and chemistry, and depth of discharge) will be used as
inputs for the dilution modeling. The outfall dilution will be evaluated using an appropriate and
representative model (CORMIX). Dilutions will be predicted for monthly average, maximum daily, and
peak effluent flows and with seasonal receiving water conditions.

Modeling Application
The model that will be used for the mixing zone study is CORMIX v11.0. The CORMIX modeling system
is detailed in the 2007 CORMIX User Manual, A Hydrodynamic Mixing Zone Model and Decision Support
System for Pollutant Discharges into Surface Waters, developed for the EPA (Doneker and Jirka, 2007).
It is a rule-based system that classifies the interaction of discharges and the receiving water. The
CORMIX models use empirically-derived curve fit equations to make dilution predictions. These equations
are selected from length scales determined from input parameters that are input by the user. The
program makes many of the decisions for the model user based on the input parameters that are
provided. It can simulate a variety of discharge conditions, including boundary interactions, such as
bottom attachment and shoreline contact.
The CORMIX modeling system consists of three models or modules: CORMIX 1, which is designed for
submerged single port outfalls; CORMIX 2, which is designed for submerged multiport line diffusers; and
CORMIX 3, which is designed for surface discharges. CORMIX 1 is the most appropriate selection for this
application given the outfall configuration (Attachment 1). The model that best represents the existing
outfall configuration will be selected to predict dilutions for the facility's discharge to the receiving water.
Data for the model is input for four topics listed below. The checklist for data preparation included in the
CORMIX User Manual will be used to gather the applicable variables:
1. Effluent properties
2. Ambient conditions
3. Discharge conditions
4. Mixing zone definitions
The model output includes both qualitative and quantitative data. Qualitative output includes the
processing record, length scale calculations, flow class description, and design recommendations. The
quantitative output includes numerical flow predictions in a session summary report and a detailed
prediction file.
Reporting
A Mixing Zone Study technical report will be prepared from the Outfall 006 discharge evaluation and
mixing zone analyses, and it will include:
• Discharge characteristics from the available effluent data
• Modeling approach and assumptions
• Modeling results, including outputs for all discharge scenarios
• Evaluation of dilutions and recommendation for acute and chronic mixing zone boundaries
• Recommendations for the application of these results with additional WER testing
A meeting or a conference call will be held with Duke Energy and DWR to review the findings of the
technical report, if needed.
Schedule
The estimated timeframe to complete the Mixing Zone Study is eight weeks, as shown in Figure 2.
Week
Task 1 2 3 4 5 6 7 8
Data Collection
Modeling
Report Development
Figure 2. Shearon Harris Nuclear Plant Mixing Zone Study Work Plan Schedule

References
Doneker, R.L. and G.H. Jirka. 2007. CORMIX User Manual: A Hydrodynamic Mixing Zone Model and
Decision Support System for Pollutant Discharges into Surface Waters", EPA-823-K-07-001, Dec. 2007.
http://www.mixzon.com/downloads/.
Duke Energy. 2019. Corrective Action Plan for Copper and Zinc for Harris Nuclear Plant NPDES Permit,
Year 3 Activities Report. Submitted to North Carolina Department of Environmental Quality on August 29,
2019.
United States Environmental Protection Agency(EPA). 1994. Interim Guidance on Determination and
Use of Water-Effect Ratios for Metals. Prepared by Office of Water. February 1994.

Attachment 1
Outfall 006 Drawing

Shearon Harris Nuclear Plant - Mixing Zone Study
Cooling Tower Blowdown System Pipeline, Carolina Power& Light Company
Shearon Harris Nuclear Power Plant, May 1979 +
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Subject: Shearon Harris Nuclear Power Plant CORMIX study proposal NC0039586
From: Hill, David A<[e-mail]>
Sent: Wednesday,January 15, 2020 10:09 AM
To:Safrit, Donald Lee<[e-mail]>
Cc: Grzyb,Julie<[e-mail]>; Coco, Nick A<[e-mail]>
Subject:Shearon Harris Nuclear Power Plant CORMIX study proposal NC0039586
*** Exercise caution. This is an EXTERNAL email. DO NOT open
attachments or click links from unknown senders or unexpected
email. ***
Don,
The Division approves the November 15, 2019 CORMIX model study plan submitted in support of the Water Effect Ratio
study being planned for HNP with the following caveats:
• ambient data collected since 2017 needs to include seasonal measurements of velocity,temperature, and
density at the site of discharge and anticipated plume
• the thermocline should be sufficiently characterized and modeled as a boundary condition where appropriate
Feel free to contact me if you have any questions or concerns.
Sincerely,
David Hill
Environmental Specialist II
NC DEQ/Division of Water Resources/Water Quality Permitting
NPDES Complex Permitting, Wastewater Branch
919 707-3612 office
919 707 9000 main office
david.hill(a�ncdenr.gov
Physical Address: 512 North Salisbury St.,Raleigh, NC, 27604
Mailing Address: 1617 Mail Service Center, Raleigh, NC, 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

Shearon Harris Nuclear Plant-Permit NC#0039586 7
Mixing Zone Study .,acobs
Attachment 2
Cooling Tower Blowdown System Pipeline — Drawing
Carolina Power& Light Company Shearon Harris Nuclear Power Plant—May 1979

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Shearon Harris Nuclear Plant-Permit NC#0039586 9
Mixing Zone Study .acobS
Attachment 3
CORMIX Model Output
December 18, 2019

case Ola
CORMIX1 PREDICTIC FILE:
1.11E+94
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX1:Single Port Discharges
CORMIX Version 11.0GTS
HYDRO1 Version 11.0.1.0 August 2019
CASE DESCRIPTION
Site name/labe Harris Reservoir (HNP Outfall 006)
Design case: Ola
FILE NAME: \\S...S\Dui.Energy\Mc Files\HNP006-01.prd
Time stamp: 12/18/2019--13:28:32
ENVIRONA PARAMETI(metric units)
Bounded section
BS = 500 AS = 6858 QA = 68.58 ICHREG= 1
HA = 13.72 HD = 13.72
UA = 0.01 F = 0.013 USTAR 0.000405
UW = 2 UWSTAR=0.2198E-02
Uniform density environment
STRCND= U RHOAM = 999.7019
DISCHARG PARAMETI(metric units)
BANK = LEFT DISTB = 250
DO = 1.219 AO = 1.167 HO = 2.13 SUBO = 11.58
THETA = 0 SIGMA = 0
UO = 0.644 QO = 0.752 0.7523
RHOO = 998.5781 DRHOO 1.124 GPO 0.01102
CO 8.1 CUNITS= deg.0
!POLL = 3 KS 3.82E-06 KD 0
FLUX VARIABLES(metric units)
Q0 0.7523 MO 0.4847 JO 0.008293 SIGNJO= 1
Associatec length scales (meters)
LQ = 1.08 LM = 6.38 Lm = 69.62 Lb = 8292.82
Lmp = 99999 Lbp = 99999
NON-DIME PARAMETERS
FRO = 5.56 R = 64.44
FLOW CLASSIFICATION
1.11E+47
1 Flow class (CORMIX1= H4-0 1
1 Applicable layer depth HS = 13.72 1
1 Limiting Dilution S =QA/Q0= 92.16 1
1.11E+47
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO 8.1 CUNITS= deg.0
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 5000 XMAX = 5000
X-Y-Z COORDINF SYSTEM:
ORIGIN is located at the bottom and below the center of the port:
250 m from the LEFT bank/shore.
X-axis points downstrea Y-axis points to left, Z-axis points upward.
NSTEP = 100 display intervals per module
NOTE on dilution/cc values for this HEATED DISCHARG(IPOLL=3):
S = hydrodyna dilutions, include buoyancy (heat) loss effects, but
provided plume has surface contact
C = corresponi temperatu values (in deg.C!) include heat loss,
if any
BEGIN MOD101: DISCHARG MODULE
X Y Z S C B Uc TT
0 0 2.13 1 8.10E+00 0.61 0.634 0.00E+00
END OF MOD101: DISCHARG MODULE

case Ola
BEGIN CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
Jet/plume transition motion in weak crossflow.
Zone of flow establishmTHETAE= 0 SIGMAE= 0
LE = 5.53 XE = 5.53 YE = 0 ZE = 2.13
Profile definitions:
B = Gaussian 1/e -37%half-width,normal to trajectory
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
Uc = Local centerline excess velocity (above ambient)
TT = Cumulativttravel time
Distance
ffeetl X Y Z S C B Uc TT
0.0 0 0 2.13 1 8.10E+00 0.61 0.634 0.00E+00
18.1 5.53 0 2.13 1 8.10E+00 0.62 0.634 1.02E-01
18.4 5.62 0 2.13 1 8.10E+00 0.63 0.634 2.05E-01
19.0 5.8 0 2.14 1 8.10E+00 0.65 0.634 4.17E-01
19.6 5.98 0 2.14 1 8.10E+00 0.67 0.634 6.35E-01
20.2 6.16 0 2.14 1 8.10E+00 0.69 0.634 8.60E-01
20.8 6.35 0 2.15 1 8.10E+00 0.71 0.634 1.09E+00
21.4 6.53 0 2.16 1 8.08E+00 0.73 0.634 1.33E+00
22.0 6.71 0 2.17 1 7.86E+00 0.75 0.634 1.57E+00
22.6 6.89 0 2.18 1.1 7.65E+00 0.77 0.634 1.82E+00
23.2 7.07 0 2.19 1.1 7.46E+00 0.78 0.634 2.08E+00
23.8 7.25 0 2.21 1.1 7.27E+00 0.8 0.634 2.34E+00
24.4 7.43 0 2.22 1.1 7.09E+00 0.82 0.634 2.61E+00
25.0 7.61 0 2.24 1.2 6.92E+00 0.84 0.634 2.88E+00
25.6 7.79 0 2.26 1.2 6.75E+00 0.86 0.63 3.17E+00
26.2 7.97 0 2.29 1.2 6.59E+00 0.88 0.616 3.45E+00
26.7 8.15 0 2.31 1.3 6.44E+00 0.9 0.603 3.75E+00
27.3 8.32 0 2.34 1.3 6.30E+00 0.92 0.591 4.05E+00
27.9 8.5 0 2.37 1.3 6.16E+00 0.94 0.579 4.35E+00
28.5 8.68 0 2.4 1.3 6.02E+00 0.96 0.567 4.66E+00
29.1 8.86 0 2.43 1.4 5.89E+00 0.98 0.557 4.98E+00
29.7 9.04 0 2.47 1.4 5.77E+00 1 0.546 5.30E+00
30.2 9.21 0 2.51 1.4 5.64E+00 1.02 0.536 5.63E+00
30.8 9.39 0 2.54 1.5 5.53E+00 1.04 0.527 5.97E+00
31.4 9.56 0 2.59 1.5 5.41E+00 1.06 0.518 6.31E+00
32.0 9.74 0 2.63 1.5 5.30E+00 1.08 0.509 6.66E+00
32.6 9.91 0 2.68 1.6 5.20E+00 1.1 0.501 7.01E+00
33.2 10.09 0 2.73 1.6 5.09E+00 1.12 0.493 7.37E+00
33.7 10.26 0 2.78 1.6 4.99E+00 1.14 0.485 7.73E+00
34.3 10.44 0 2.83 1.7 4.89E+00 1.16 0.478 8.10E+00
34.9 10.61 0 2.89 1.7 4.80E+00 1.18 0.471 8.48E+00
35.5 10.78 0 2.94 1.7 4.71E+00 1.2 0.464 8.86E+00
36.0 10.95 0 3 1.8 4.62E+00 1.22 0.458 9.24E+00
36.6 11.12 0 3.07 1.8 4.53E+00 1.24 0.452 9.63E+00
37.2 11.29 0 3.13 1.8 4.44E+00 1.26 0.446 1.00E+01
37.8 11.46 0 3.2 1.9 4.36E+00 1.28 0.44 1.04E+01
38.3 11.62 0 3.27 1.9 4.28E+00 1.3 0.434 1.08E+01
38.9 11.79 0 3.34 1.9 4.20E+00 1.32 0.429 1.12E+01
39.4 11.95 0 3.41 2 4.12E+00 1.34 0.424 1.17E+01
40.0 12.12 0 3.48 2 4.05E+00 1.36 0.419 1.21E+01
40.6 12.28 0 3.56 2 3.97E+00 1.38 0.415 1.25E+01
41.1 12.44 0 3.64 2.1 3.90E+00 1.4 0.41 1.29E+01
41.7 12.61 0 3.72 2.1 3.83E+00 1.42 0.406 1.34E+01
42.3 12.77 0 3.81 2.2 3.76E+00 1.44 0.402 1.38E+01
42.8 12.93 0 3.89 2.2 3.70E+00 1.46 0.398 1.43E+01
43.3 13.08 0 3.98 2.2 3.63E+00 1.48 0.394 1.47E+01
43.9 13.24 0 4.07 2.3 3.57E+00 1.5 0.39 1.52E+01
44.5 13.4 0 4.16 2.3 3.51E+00 1.52 0.387 1.56E+01
45.0 13.55 0 4.26 2.3 3.45E+00 1.54 0.384 1.61E+01
45.5 13.7 0 4.35 2.4 3.39E+00 1.55 0.381 1.65E+01
46.1 13.86 0 4.45 2.4 3.33E+00 1.57 0.378 1.70E+01
46.6 14.01 0 4.55 2.5 3.28E+00 1.59 0.375 1.75E+01
47.2 14.16 0 4.65 2.5 3.22E+00 1.61 0.372 1.80E+01
47.7 14.3 0 4.76 2.6 3.17E+00 1.63 0.37 1.84E+01
48.2 14.45 0 4.86 2.6 3.12E+00 1.65 0.367 1.89E+01
48.8 14.6 0 4.97 2.6 3.07E+00 1.67 0.365 1.94E+01
49.3 14.74 0 5.08 2.7 3.02E+00 1.69 0.363 1.99E+01

case Ola
49.9 14.89 0 5.19 2.7 2.97E+00 1.71 0.36 2.04E+01
50.4 15.03 0 5.3 2.8 2.93E+00 1.72 0.358 2.09E+01
50.9 15.17 0 5.41 2.8 2.88E+00 1.74 0.356 2.14E+01
51.5 15.31 0 5.53 2.9 2.84E+00 1.76 0.355 2.19E+01
52.0 15.45 0 5.64 2.9 2.80E+00 1.78 0.353 2.24E+01
52.5 15.58 0 5.76 2.9 2.75E+00 1.8 0.351 2.29E+01
53.3 15.79 0 5.94 3 2.69E+00 1.82 0.349 2.36E+01
53.8 15.92 0 6.06 3.1 2.65E+00 1.84 0.347 2.41E+01
54.3 16.05 0 6.18 3.1 2.61E+00 1.86 0.346 2.46E+01
54.9 16.19 0 6.31 3.1 2.58E+00 1.88 0.344 2.52E+01
55.4 16.32 0 6.43 3.2 2.54E+00 1.9 0.343 2.57E+01
55.9 16.45 0 6.56 3.2 2.50E+00 1.91 0.342 2.62E+01
56.4 16.57 0 6.69 3.3 2.47E+00 1.93 0.34 2.67E+01
56.9 16.7 0 6.82 3.3 2.43E+00 1.95 0.339 2.72E+01
57.4 16.83 0 6.95 3.4 2.40E+00 1.97 0.338 2.78E+01
57.9 16.95 0 7.08 3.4 2.37E+00 1.98 0.337 2.83E+01
58.4 17.07 0 7.21 3.5 2.33E+00 2 0.336 2.88E+01
59.0 17.2 0 7.34 3.5 2.30E+00 2.02 0.335 2.93E+01
59.5 17.32 0 7.48 3.6 2.27E+00 2.03 0.334 2.99E+01
60.0 17.44 0 7.61 3.6 2.24E+00 2.05 0.333 3.04E+01
60.5 17.56 0 7.75 3.7 2.21E+00 2.07 0.332 3.09E+01
61.0 17.67 0 7.89 3.7 2.18E+00 2.09 0.331 3.15E+01
61.5 17.79 0 8.02 3.8 2.15E+00 2.1 0.33 3.20E+01
62.0 17.91 0 8.16 3.8 2.12E+00 2.12 0.329 3.26E+01
62.5 18.02 0 8.3 3.9 2.09E+00 2.14 0.328 3.31E+01
63.0 18.14 0 8.44 3.9 2.07E+00 2.15 0.328 3.36E+01
63.5 18.25 0 8.58 4 2.04E+00 2.17 0.327 3.42E+01
64.0 18.36 0 8.73 4 2.01E+00 2.19 0.326 3.47E+01
64.5 18.47 0 8.87 4.1 1.99E+00 2.2 0.325 3.53E+01
65.0 18.58 0 9.01 4.1 1.96E+00 2.22 0.325 3.58E+01
65.5 18.69 0 9.16 4.2 1.94E+00 2.24 0.324 3.64E+01
66.0 18.8 0 9.3 4.2 1.91E+00 2.26 0.323 3.69E+01
66.5 18.9 0 9.45 4.3 1.89E+00 2.27 0.322 3.75E+01
67.0 19.01 0 9.6 4.3 1.87E+00 2.29 0.322 3.80E+01
67.5 19.11 0 9.74 4.4 1.84E+00 2.31 0.321 3.86E+01
68.0 19.22 0 9.89 4.4 1.82E+00 2.32 0.32 3.91E+01
68.5 19.32 0 10.04 4.5 1.80E+00 2.34 0.32 3.97E+01
69.0 19.42 0 10.19 4.6 1.78E+00 2.36 0.319 4.02E+01
69.5 19.52 0 10.34 4.6 1.76E+00 2.37 0.319 4.08E+01
70.0 19.62 0 10.49 4.7 1.74E+00 2.39 0.318 4.13E+01
70.5 19.72 0 10.64 4.7 1.72E+00 2.41 0.317 4.19E+01
71.0 19.82 0 10.79 4.8 1.69E+00 2.42 0.317 4.25E+01
71.5 19.92 0 10.94 4.8 1.68E+00 2.44 0.316 4.30E+01
72.0 20.02 0 11.1 4.9 1.66E+00 2.46 0.316 4.36E+01
72.4 20.11 0 11.25 4.9 1.65E+00 2.47 0.315 4.39E+01 AT BOUNDARY(WATER SURFACE OR PYCNOCLINE)
Cumulative travel time = 43.8742 sec ( 0.01 Plume width(ft) 16.2
Horiz.Distance(ft) 66.0
END OF CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
BEGIN MOD131: LAYER BOUNDAR LAYER APPROACH
Control volume inflow:
X Y Z S C B TT
20.11 0 11.25 4.9 1.65E+00 2.47 4.39E+01
Profile definitions:
BV = Gaussian 1/e -37%vertical thickness
BH = Gaussian lie -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulativi travel time
Distance
(feet) X Y Z S C BV BH ZU ZL TT
73.6 19.19 0 13.72 4.9 1.65E+00 0 0 13.72 13.72 4.39E+01
75.2 19.78 0 13.72 4.9 1.65E+00 2.19 1.1 13.72 11.53 4.39E+01
76.9 20.36 0 13.72 4.9 1.65E+00 2.6 1.56 13.72 11.12 4.39E+01
78.6 20.95 0 13.72 4.9 1.65E+00 2.86 1.91 13.72 10.86 4.39E+01
80.2 21.53 0 13.72 4.9 1.65E+00 3.05 2.2 13.72 10.67 4.39E+01
81.9 22.12 0 13.72 5.1 1.59E+00 3.19 2.46 13.72 10.52 4.73E+01
83.6 22.7 0 13.72 5.7 1.42E+00 3.3 2.7 13.72 10.41 5.17E+01
84.1 22.9 5.9 2.8 5.30E+01 Default 10:1 Dilution(Per Wisconsin MZ Guidance)

case Ola
85.4 23.29 0 13.72 6.4 1.26E+00 3.38 2.91 13.72 10.33 5.61E+01 Plume width(ft) 18.1
87.1 23.87 0 13.72 6.9 1.17E+00 3.44 3.12 13.72 10.28 6.05E+01 Horiz.Distance(ft) 75.0
88.8 24.46 0 13.72 7.2 1.12E+00 3.47 3.3 13.72 10.24 6.49E+01
90.5 25.04 0 13.72 7.4 1.10E+00 3.48 3.48 13.72 10.23 6.93E+01
Cumulative travel time = 69.3308 sec ( 0.02 hrs)
END OF MOD131: LAYER BOUNDAR LAYER APPROACH
BEGIN MOD155: WEAKLY DEFLECTE[SURFACE/I PLUME
SURFACE/I PLUME into a co-flow (or counter-flow)
Profile definitions:
BV = Gaussian l/e -37%vertical thickness
BH = Gaussian lie -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentrat(includes reaction effects, if any)
TT = Cumulative travel time
Distance
(feet) X Y Z S C BV BH ZU ZL TT
90.5 25.04 0 13.72 7.4 1.10E+00 3.48 3.49 13.72 10.23 6.93E+01
94.9 26.51 0 13.72 10.1 8.03E-01 2.55 6.48 13.72 11.16 8.58E+01
99.4 27.98 0 13.72 11.9 6.82E-01 2.17 8.97 13.72 11.55 1.03E+02
103.8 29.45 0 13.72 13.3 6.10E-01 1.94 11.23 13.72 11.78 1.21E+02
108.3 30.92 0 13.72 14.5 5.59E-01 1.78 13.36 13.72 11.94 1.40E+02
112.9 32.39 0 13.72 15.5 5.21E-01 1.66 15.39 13.72 12.06 1.60E+02
117.4 33.86 0 13.72 16.5 4.91E-01 1.56 17.35 13.72 12.16 1.81E+02
122.0 35.33 0 13.72 17.4 4.66E-01 1.48 19.26 13.72 12.23 2.03E+02
126.6 36.8 0 13.72 18.2 4.45E-01 1.41 21.14 13.72 12.3 2.25E+02
131.2 38.27 0 13.72 19 4.26E-01 1.36 22.99 13.72 12.36 2.49E+02
135.8 39.74 0 13.72 19.7 4.10E-01 1.3 24.81 13.72 12.41 2.73E+02
140.5 41.21 0 13.72 20.4 3.96E-01 1.26 26.62 13.72 12.46 2.98E+02
145.1 42.68 0 13.72 21.1 3.84E-01 1.22 28.41 13.72 12.5 3.24E+02
149.7 44.14 0 13.72 21.8 3.72E-01 1.18 30.19 13.72 12.53 3.51E+02
154.4 45.61 0 13.72 22.4 3.62E-01 1.15 31.96 13.72 12.57 3.79E+02
159.1 47.08 0 13.72 23 3.52E-01 1.12 33.72 13.72 12.6 4.08E+02
163.8 48.55 0 13.72 23.6 3.43E-01 1.09 35.48 13.72 12.62 4.37E+02
168.5 50.02 0 13.72 24.2 3.35E-01 1.07 37.23 13.72 12.65 4.67E+02
173.2 51.49 0 13.72 24.7 3.27E-01 1.04 38.97 13.72 12.67 4.99E+02
177.0 52.7 25.2 40.4 5.25E+02 ACUTE MZ BOUNDARY(50 z DLS)
177.9 52.96 0 13.72 25.3 3.20E-01 1.02 40.72 13.72 12.7 5.31E+02 Plume width(ft) 265.1
182.6 54.43 0 13.72 25.8 3.14E-01 1 42.46 13.72 12.72 5.64E+02
187.3 55.9 0 13.72 26.3 3.08E-01 0.98 44.19 13.72 12.74 5.97E+02
192.0 57.37 0 13.72 26.9 3.02E-01 0.96 45.93 13.72 12.76 6.32E+02
196.8 58.84 0 13.72 27.4 2.96E-01 0.94 47.67 13.72 12.77 6.68E+02
201.5 60.31 0 13.72 27.8 2.91E-01 0.92 49.41 13.72 12.79 7.04E+02
206.2 61.77 0 13.72 28.3 2.86E-01 0.91 51.14 13.72 12.81 7.41E+02
210.9 63.24 0 13.72 28.8 2.81E-01 0.89 52.88 13.72 12.82 7.80E+02
215.7 64.71 0 13.72 29.3 2.77E-01 0.88 54.62 13.72 12.84 8.19E+02
220.4 66.18 0 13.72 29.7 2.72E-01 0.87 56.36 13.72 12.85 8.59E+02
225.2 67.65 0 13.72 30.2 2.68E-01 0.85 58.1 13.72 12.86 8.99E+02
229.9 69.12 0 13.72 30.7 2.64E-01 0.84 59.84 13.72 12.88 9.41E+02
234.7 70.59 0 13.72 31.1 2.61E-01 0.83 61.59 13.72 12.89 9.84E+02
239.5 72.06 0 13.72 31.5 2.57E-01 0.82 63.33 13.72 12.9 1.03E+03
244.2 73.53 0 13.72 32 2.53E-01 0.81 65.08 13.72 12.91 1.07E+03
249.0 75 0 13.72 32.4 2.50E-01 0.8 66.83 13.72 12.92 1.12E+03
253.8 76.47 0 13.72 32.8 2.47E-01 0.78 68.58 13.72 12.93 1.16E+03
258.5 77.94 0 13.72 33.2 2.44E-01 0.78 70.33 13.72 12.94 1.21E+03
263.3 79.4 0 13.72 33.6 2.41E-01 0.77 72.09 13.72 12.95 1.26E+03
268.0 80.87 0 13.72 34 2.38E-01 0.76 73.85 13.72 12.96 1.31E+03
272.8 82.34 0 13.72 34.5 2.35E-01 0.75 75.61 13.72 12.97 1.35E+03
277.6 83.81 0 13.72 34.9 2.32E-01 0.74 77.37 13.72 12.98 1.41E+03
282.4 85.28 0 13.72 35.2 2.30E-01 0.73 79.14 13.72 12.99 1.46E+03
287.2 86.75 0 13.72 35.6 2.27E-01 0.72 80.91 13.72 12.99 1.51E+03
291.9 88.22 0 13.72 36 2.25E-01 0.71 82.68 13.72 13 1.56E+03
296.7 89.69 0 13.72 36.4 2.22E-01 0.71 84.45 13.72 13.01 1.62E+03
301.5 91.16 0 13.72 36.8 2.20E-01 0.7 86.23 13.72 13.02 1.67E+03
306.3 92.63 0 13.72 37.2 2.18E-01 0.69 88.01 13.72 13.02 1.73E+03
311.1 94.1 0 13.72 37.5 2.16E-01 0.69 89.79 13.72 13.03 1.78E+03
315.9 95.57 0 13.72 37.9 2.14E-01 0.68 91.57 13.72 13.04 1.84E+03
320.7 97.04 0 13.72 38.3 2.12E-01 0.67 93.36 13.72 13.04 1.90E+03

case 01a
325.4 98.5 0 13.72 38.6 2.10E-01 0.67 95.15 13.72 13.05 1.96E+03
330.2 99.97 0 13.72 39 2.08E-01 0.66 96.94 13.72 13.06 2.02E+03
335.0 101.44 0 13.72 39.4 2.06E-01 0.65 98.74 13.72 13.06 2.08E+03
339.8 102.91 0 13.72 39.7 2.04E-01 0.65 100.54 13.72 13.07 2.14E+03
344.6 104.38 0 13.72 40.1 2.02E-01 0.64 102.34 13.72 13.07 2.20E+03
349.4 105.85 0 13.72 40.4 2.00E-01 0.64 104.14 13.72 13.08 2.26E+03
354.2 107.32 0 13.72 40.8 1.99E-01 0.63 105.95 13.72 13.08 2.33E+03
359.0 108.79 0 13.72 41.1 1.97E-01 0.63 107.76 13.72 13.09 2.39E+03
363.8 110.26 0 13.72 41.5 1.95E-01 0.62 109.57 13.72 13.1 2.46E+03
368.6 111.73 0 13.72 41.8 1.94E-01 0.62 111.39 13.72 13.1 2.53E+03
373.4 113.2 0 13.72 42.2 1.92E-0 1 0.61 113.21 13.72 13.11 2.59E+03
378.1 114.67 0 13.72 42.5 1.91E-01 0.61 115.03 13.72 13.11 2.66E+03
382.9 116.13 0 13.72 42.8 1.89E-01 0.6 116.85 13.72 13.11 2.73E+03
387.7 117.6 0 13.72 43.2 1.88E-01 0.6 118.68 13.72 13.12 2.80E+03
392.5 119.07 0 13.72 43.5 1.86E-01 0.59 120.51 13.72 13.12 2.87E+03
397.3 120.54 0 13.72 43.8 1.85E-01 0.59 122.34 13.72 13.13 2.95E+03
402.1 122.01 0 13.72 44.2 1.83E-01 0.58 124.17 13.72 13.13 3.02E+03
406.9 123.48 0 13.72 44.5 1.82E-01 0.58 126.01 13.72 13.14 3.09E+03
411.7 124.95 0 13.72 44.8 1.81E-01 0.57 127.85 13.72 13.14 3.17E+03
416.5 126.42 0 13.72 45.1 1.80E-01 0.57 129.7 13.72 13.15 3.24E+03
421.3 127.89 0 13.72 45.4 1.78E-01 0.57 131.54 13.72 13.15 3.32E+03
426.1 129.36 0 13.72 45.8 1.77E-01 0.56 133.39 13.72 13.15 3.40E+03
430.9 130.83 0 13.72 46.1 1.76E-01 0.56 135.24 13.72 13.16 3.47E+03
435.7 132.3 0 13.72 46.4 1.75E-01 0.56 137.09 13.72 13.16 3.55E+03
440.5 133.77 0 13.72 46.7 1.73E-01 0.55 138.95 13.72 13.16 3.63E+03
445.3 135.23 0 13.72 47 1.72E-01 0.55 140.81 13.72 13.17 3.71E+03
450.1 136.7 0 13.72 47.3 1.71E-01 0.54 142.67 13.72 13.17 3.80E+03
454.9 138.17 0 13.72 47.6 1.70E-01 0.54 144.54 13.72 13.18 3.88E+03
459.7 139.64 0 13.72 47.9 1.69E-01 0.54 146.4 13.72 13.18 3.96E+03
464.5 141.11 0 13.72 48.2 1.68E-01 0.53 148.27 13.72 13.18 4.04E+03
469.3 142.58 0 13.72 48.5 1.67E-01 0.53 150.15 13.72 13.19 4.13E+03
474.2 144.05 0 13.72 48.9 1.66E-01 0.53 152.02 13.72 13.19 4.22E+03
479.0 145.52 0 13.72 49.2 1.65E-01 0.52 153.9 13.72 13.19 4.30E+03
483.8 146.99 0 13.72 49.5 1.64E-01 0.52 155.78 13.72 13.2 4.39E+03
488.6 148.46 0 13.72 49.8 1.63E-01 0.52 157.66 13.72 13.2 4.48E+03
493.4 149.93 0 13.72 50 1.62E-01 0.51 159.55 13.72 13.2 4.57E+03
498.2 151.4 0 13.72 50.3 1.61E-01 0.51 161.43 13.72 13.2 4.66E+03
503.0 152.86 0 13.72 50.6 1.60E-01 0.51 163.32 13.72 13.21 4.75E+03
507.8 154.33 0 13.72 50.9 1.59E-01 0.51 165.22 13.72 13.21 4.84E+03
512.6 155.8 0 13.72 51.2 1.58E-01 0.5 167.11 13.72 13.21 4.93E+03
517.4 157.27 0 13.72 51.5 1.57E-01 0.5 169.01 13.72 13.22 5.03E+03
522.2 158.74 0 13.72 51.8 1.56E-01 0.5 170.91 13.72 13.22 5.12E+03
527.0 160.21 0 13.72 52.1 1.56E-01 0.49 172.81 13.72 13.22 5.22E+03
531.8 161.68 0 13.72 52.4 1.55E-01 0.49 174.72 13.72 13.22 5.31E+03
536.6 163.15 0 13.72 52.7 1.54E-01 0.49 176.63 13.72 13.23 5.41E+03
541.5 164.62 0 13.72 52.9 1.53E-01 0.49 178.54 13.72 13.23 5.51E+03
546.3 166.09 0 13.72 53.2 1.52E-01 0.48 180.45 13.72 13.23 5.61E+03
551.1 167.56 0 13.72 53.5 1.51E-01 0.48 182.36 13.72 13.23 5.71E+03
555.9 169.03 0 13.72 53.8 1.51E-01 0.48 184.28 13.72 13.24 5.81E+03
560 7 170.49 0 13.72 54.1 1.50E-01 0.48 186.2 13.72 13.24 5.91E+03
565.5 171.96 0 13.72 54.3 1.49E-01 0.47 188.12 13.72 13.24 6.01E+03 EDGE OF DISCHARGE INDUCED MIXING:
Cumulative travel time = 6013.22 sec ( 1.67 hrs) Plume width(ft) 1234
Horiz.Distance(ft) 564.2
END OF MOD155: WEAKLY DEFLECTE[SURFACE/I PLUME
BEGIN MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
SPECIAL CO-FLOWI COUNTER-OR VERTICAL DISCHARG CASE:
THIS FLOW REGION DOES NOT OCCUR.
END OF MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
** End of NEAR-FIEL REGION (NFR) ""
The initial plume WIDTH values in the next far-field module will be
CORRECTE by a factor 4.76 to conserve the mass flux in the far-field!
The correction factor is quite large because of the small ambient velocity
relative to the strong mixing characters!of the discharge!
This indicates localized RECIRCUU REGIONS and INTERNAL HYDRAULI!JUMPS.
Width prediction:show discontinu Dilution values should be acceptable.
Flow appears highly UNSTEADY in transition to the far-field and prediction resu
Its MAY be UNRELIABLE!
Some BOUNDAR INTERACTI with both banks occurs at end of near-field.

case Ola
The dilution values in one or more of the preceding zones may be too high.
Carefully evaluate results in near-field and check degree of interaction.
BEGIN MOD181: MIXED PLUME/BC CHANNEL/UPSTREAN WEDGE INTRUSION
An UPSTREAN INTRUDINi WEDGE is formed along the surface/pycnocline.
UPSTREAN WEDGE INTRUSIOP PROPERTIE in bounded channel (laterally uniform):
Wedge length = 80895.26 m
X-Position of wedge tip = -80723.3 m
Thickness at discharge (end of NFR) = 8.09 m
(Wedge thickness gradually decreases to zero at wedge tip.)
In this case, the upstream INTRUSIOP IS VERY LARGE, exceeding 10 times
the local water depth.
This may be caused by a very small ambient velocity, perhaps in combination
with large discharge buoyancy.
If the ambient conditions are strongly transient (e.g. tidal), then the
CORM IX steady-sta prediction:of upstream intrusion are probably
unrealistic.
The plume prediction:prior to boundary impingemi and wedge formation
will be acceptable however.
X Y Z S C BV BH ZU ZL TT
171.96 250 13.72 54.3 1.49E-01 8.09 500 13.72 5.63 6.01E+03
Cumulative travel time = 6013.213 sec ( 1.67 hrs)
Flow is LATERALLY MIXED over the channel width.
END OF MOD181: MIXED PLUME/BC CHANNEL/UPSTREAN WEDGE INTRUSION
BEGIN MOD161: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
Vertical diffusivity (initial value) = 6.05E-03 m^2/s
Horizontal diffusivity (initial value) = 7.56E-03 mv2/s
Profile definitions:
BV = Gaussian s.d.•sgrt(p -46%thickness, measured vertically
or equal to layer depth, if fully mixed
BH = Gaussian s.d.•sgrt(p -46%half-width,
measured horizontal)in Y-direction
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentrat(includes reaction effects, if any)
TT = Cumulative travel time
Plume Stage 2 (bank attached):
X Y Z S C BV BH ZU ZL TT
171.96 250 13.72 54.3 1.49E-01 8.09 500 13.72 5.63 6.01E+03
220.24 250 13.72 54.3 1.49E-01 8.09 500 13.72 5.63 1.08E+04
268.52 250 13.72 54.4 1.49E-01 8.09 500 13.72 5.63 1.57E+04 1
316.81 250 13.72 54.4 1.48E-01 8.09 500 13.72 5.63 2.05E+04
365.09 250 13.72 54.4 1.48E-01 8.09 500 13.72 5.63 2.53E+04
413.37 250 13.72 54.4 1.48E-01 8.09 500 13.72 5.63 3.02E+04
461.65 250 13.72 54.4 1.48E-01 8.09 500 13.72 5.63 3.50E+04
509.93 250 13.72 54.4 1.48E-01 8.09 500 13.72 5.63 3.98E+04
558.21 250 13.72 54.4 1.47E-01 8.09 500 13.72 5.62 4.46E+04 '
606.49 250 13.72 54.4 1.47E-01 8.09 500 13.72 5.62 4.95E+04
654.77 250 13.72 54.4 1.47E-01 8.09 500 13.72 5.62 5.43E+04
703.05 250 13.72 54.4 1.47E-01 8.09 500 13.72 5.62 5.91E+04
751.33 250 13.72 54.4 1.47E-01 8.09 500 13.72 5.62 6.40E+04
799.61 250 13.72 54.4 1.46E-01 8.09 500 13.72 5.62 6.88E+04
847.89 250 13.72 54.4 1.46E-01 8.09 500 13.72 5.62 7.36E+04
896.17 250 13.72 54.4 1.46E-01 8.09 500 13.72 5.62 7.84E+04
944.45 250 13.72 54.4 1.46E-01 8.1 500 13.72 5.62 8.33E+04
992.73 250 13.72 54.4 1.46E-01 8.1 500 13.72 5.62 8.81E+04
1041.01 250 13.72 54.4 1.45E-01 8.1 500 13.72 5.62 9.29E+04
1089.29 250 13.72 54.4 1.45E-01 8.1 500 13.72 5.62 9.77E+04 1
1137.57 250 13.72 54.4 1.45E-01 8.1 500 13.72 5.62 1.03E+05
1185.85 250 13.72 54.4 1.45E-01 8.1 500 13.72 5.62 1.07E+05
1234.13 250 13.72 54.4 1.45E-01 8.1 500 13.72 5.62 1.12E+05
1282.41 250 13.72 54.4 1.44E-01 8.1 500 13.72 5.62 1.17E+05
1330.69 250 13.72 54.4 1.44E-01 8.1 500 13.72 5.62 1.22E+05

case 01a
1378.97 250 13.72 54.4 1.44E-01 8.1 500 13.72 5.62 1.27E+05
1427.25 250 13.72 54.4 1.44E-01 8.1 500 13.72 5.62 1.32E+05
1475.53 250 13.72 54.4 1.43E-01 8.1 500 13.72 5.61 1.36E+05
1523.81 250 13.72 54.4 1.43E-01 8.1 500 13.72 5.61 1.41E+05
1572.09 250 13.72 54.4 1.43E-01 8.1 500 13.72 5.61 1.46E+05
1620.38 250 13.72 54.4 1.43E-01 8.1 500 13.72 5.61 1.51E+05
1668.66 250 13.72 54.4 1.43E-01 8.1 500 13.72 5.61 1.56E+05
1716.94 250 13.72 54.5 1.42E-01 8.1 500 13.72 5.61 1.61E+05
1 1765.22 250 13.72 54.5 1.42E-01 8.1 500 13.72 5.61 1.65E+05
1813.5 250 13.72 54.5 1.42E-01 8.1 500 13.72 5.61 1.70E+05
1861.78 250 13.72 54.5 1.42E-01 8.11 500 13.72 5.61 1.75E+05
1910.06 250 13.72 54.5 1.42E-01 8.11 500 13.72 5.61 1.80E+05
1958.34 250 13.72 54.5 1.41E-01 8.11 500 13.72 5.61 1.85E+05
2006.62 250 13.72 54.5 1.41E-01 8.11 500 13.72 5.61 1.89E+05
2054.9 250 13.72 54.5 1.41E-01 8.11 500 13.72 5.61 1.94E+05
2103.18 250 13.72 54.5 1.41E-01 8.11 500 13.72 5.61 1.99E+05
2151.46 250 13.72 54.5 1.41E-01 8.11 500 13.72 5.61 2.04E+05
2199.74 250 13.72 54.5 1.40E-01 8.11 500 13.72 5.61 2.09E+05
2248.02 250 13.72 54.5 1.40E-01 8.11 500 13.72 5.61 2.14E+05
2296.3 250 13.72 54.5 1.40E-01 8.11 500 13.72 5.61 2.18E+05
2344.58 250 13.72 54.5 1.40E-01 8.11 500 13.72 5.61 2.23E+05
2392.86 250 13.72 54.5 1.40E-01 8.11 500 13.72 5.6 2.28E+05
2441.14 250 13.72 54.5 1.39E-01 8.11 500 13.72 5.6 2.33E+05
2489.42 250 13.72 54.5 1.39E-01 8.11 500 13.72 5.6 2.38E+05
2537.7 250 13.72 54.5 1.39E-01 8.11 500 13.72 5.6 2.43E+05
2585.98 250 13.72 54.5 1.39E-01 8.11 500 13.72 5.6 2.47E+05
2634.26 250 13.72 54.5 1.39E-01 8.11 500 13.72 5.6 2.52E+05
2682.54 250 13.72 54.5 1.39E-01 8.11 500 13.72 5.6 2.57E+05
2730.82 250 13.72 54.5 1.38E-01 8.12 500 13.72 5.6 2.62E+05
2779.1 250 13.72 54.5 1.38E-01 8.12 500 13.72 5.6 2.67E+05
2827.38 250 13.72 54.5 1.38E-01 8.12 500 13.72 5.6 2.72E+05
2875.66 250 13.72 54.5 1.38E-01 8.12 500 13.72 5.6 2.76E+05
2923.94 250 13.72 54.5 1.38E-01 8.12 500 13.72 5.6 2.81E+05
2972.22 250 13.72 54.6 1.37E-01 8.12 500 13.72 5.6 2.86E+05
3020.5 250 13.72 54.6 1.37E-01 8.12 500 13.72 5.6 2.91E+05
3068.78 250 13.72 54.6 1.37E-01 8.12 500 +13.72 5.6 2.96E OS
3117.06 250 13.72 54.6 1.37E-01 8.12 500 13.72 5.6 3.01E+05
3165.34 250 13.72 54.6 1.37E-01 8.12 500 13.72 5.6 3.05E+05
3213.63 250 13.72 54.6 1.36E-01 8.12 500 13.72 5.59 3.10E+05
3261.91 250 13.72 54.6 1.36E-01 8.12 500 13.72 5.59 3.15E+05
3310.19 250 13.72 54.6 1.36E-01 8.12 500 13.72 5.59 3.20E+05
3358.47 250 13.72 54.6 1.36E-01 8.12 500 13.72 5.59 3.25E+05
3406.75 250 13.72 54.6 1.36E-01 8.12 500 13.72 5.59 3.29E+05
3455.03 250 13.72 54.6 1.35E-01 8.12 500 13.72 5.59 3.34E+05
3503.31 250 13.72 54.6 1.35E-01 8.12 500 13.72 5.59 3.39E+05
3551.59 250 13.72 54.6 1.35E-01 8.13 500 13.72 5.59 3.44E+05
3599.87 250 13.72 54.6 1.35E-01 8.13 500 13.72 5.59 3.49E+05
3648.15 250 13.72 54.6 1.35E-01 8.13 500 13.72 5.59 3.54E+05
3696.43 250 13.72 54.6 1.34E-01 8.13 500 13.72 5.59 3.58E+05
3744.71 250 13.72 54.6 1.34E-01 8.13 500 13.72 5.59 3.63E+05
3792.99 250 13.72 54.6 1.34E-01 8.13 500 13.72 5.59 3.68E+05
3841.27 250 13.72 54.6 1.34E-01 8.13 500 13.72 5.59 3.73E+05
3889.55 250 13.72 54.6 1.34E-01 8.13 500 13.72 5.59 3.78E+05
3937.83 250 13.72 54.6 1.33E-01 8.13 500 13.72 5.59 3.83E+05
3986.11 250 13.72 54.6 1.33E-01 8.13 500 13.72 5.58 3.87E+05
4034.39 250 13.72 54.6 1.33E-01 8.13 500 13.72 5.58 3.92E+05
4082.67 250 13.72 54.6 1.33E-01 8.13 500 13.72 5.58 3.97E+05
4130.95 250 13.72 54.7 1.33E-01 8.13 500 13.72 5.58 4.02E+05
4179.23 250 13.72 54.7 1.33E-01 8.13 500 13.72 5.58 4.07E+05
4227.51 250 13.72 54.7 1.32E-01 8.13 500 13.72 5.58 4.12E+05
4275.79 250 13.72 54.7 1.32E-01 8.14 500 13.72 5.58 4.16E+05
4324.07 250 13.72 54.7 1.32E-01 8.14 500 13.72 5.58 4.21E+05
4372.35 250 13.72 54.7 1.32E-01 8.14 500 13.72 5.58 4.26E+05
4420.63 250 13.72 54.7 1.32E-01 8.14 500 13.72 5.58 4.31E+05
4468.91 250 13.72 54.7 1.31E-01 8.14 500 13.72 5.58 4.36E+05
4517.19 250 13.72 54.7 1.31E-01 8.14 500 13.72 5.58 4.41E+05
4565.47 250 13.72 54.7 1.31E-01 8.14 500 13.72 5.58 4.45E+05
4613.75 250 13.72 54.7 1.31E-01 8.14 500 13.72 5.58 4.50E+05
4662.03 250 13.72 54.7 1.31E-01 8.14 500 13.72 5.58 4.55E+05
4710.31 250 13.72 54.7 1.30E-01 8.14 500 13.72 5.57 4.60E+05
4758.59 250 13.72 54.7 1.30E-01 8.14 500 13.72 5.57 4.65E+05
4806.87 250 13.72 54.7 1.30E-01 8.14 500 13.72 5.57 4.70E+05
4855.15 250 13.72 54.7 1.30E-01 8.14 500 13.72 5.57 4.74E+05
4903.44 250 13.72 54.7 1.30E-01 8.14 500 13.72 5.57 4.79E+05

case Ola
4951.72 250 13.72 54.7 1.30E-01 8.14 500 13.72 5.57 4.84E+05
5000 250 13.72 54.7 1.29E-01 8.15 500 13.72 5.57 4.89E+05
Cumulatiwtravel time = 488816.8 sec ( 135.78 hrs)
Note:
CORMIX is a steady state model and assumes discharge and ambient conditions do not vary
over time. The predicted plume cumulative travel time exceeds 48 hours at this trajectory
distance. Keep in mind that ambient and discharge conditions are likely to vary over
large space and time scales. Prediction:at such large space and time scales may be
inconsistei with CORMIX modeling assumptions.
Please carefully evaluate your simulation results and limit model interpretat to space
and time scales consistent with steady state assumptio and ambient schematization.
Simulation limit based on maximum specified distance = 5000 m.
This is the REGION OF INTEREST limitation.
END OF MO0161: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
CORMIX1:Single Port Discharges End of Prediction File
1.11E+94

case Olb
CORMIX1 PREDICTIC FILE:
1.11E+94
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX1:Single Port Discharges
CORMIX Version 11.0GTS
HYDRO1 Version 11.0.1.0 August 2019
CASE DESCRIPTION
Site name/labe Harris Reservoir (HNP Outfall 006)
Design case: 01b
FILE NAME: \\S...S\DuE Energy\Mc Files\HNP006-01.prd
Time stamp: 12/18/2019--13:34:37
ENVIRONS PARAMETI(metric units)
Bounded section
BS = 500 AS = 6858 QA = 68.58 ICHREG= 1
HA = 13.72 HD = 13.72
UA = 0.01 F = 0.013 USTAR 0.000405
UW = 2 UWSTAR=0.2198E-02
Uniform density environment
STRCND= U RHOAM = 999.7019
DISCHARG PARAMETI(metric units)
BANK = LEFT DISTB = 250
DO = 1.219 AO = 1.167 HO = 2.13 SUBO = 11.58
THETA = 0 SIGMA = 0
UO = 0.558 QO = 0.652 0.6519
RHO0 = 998.5781 DRHO0 1.124 GPO 0.01102
CC 8.1 CUNITS= deg.0
IPOLL = 3 KS 3.82E-06 KD 0
FLUX VARIABLE!(metric units)
Q0 0.6519 MO 0.3641 JO 0.007187 SIGNJO= 1
Associatec length scales (meters)
LQ = 1.08 LM = 5.53 Lm = 60.34 Lb = 7186.79
Lmp = 99999 Lbp = 99999
NON-DIME PARAMETERS
FRO = 4.82 R = 55.84
FLOW CLASSIFICATION
1.11E+47
1 Flow class (CORMIX1= H4-0 1
1 Applicable layer depth HS = 13.72 1
1 Limiting Dilution S =OA/Q0= 106.2 1
1.11E+47
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO 8.1 CUNITS= deg.0
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 5000 XMAX = 5000
X-Y-Z COORDINF SYSTEM:
ORIGIN is located at the bottom and below the center of the port:
250 m from the LEFT bank/shore.
X-axis points downstrea Y-axis points to left, Z-axis points upward.
NSTEP = 100 display intervals per module
NOTE on dilution/cc values for this HEATED DISCHARG(IPOLL=3):
S = hydrodyna dilutions, include buoyancy (heat) loss effects, but
provided plume has surface contact
C = corresponi temperatu values (in deg.C!) include heat loss,
if any
BEGIN MOD101: DISCHARG MODULE
X Y Z S C B Uc TT
0 0 2.13 1 8.10E+00 0.61 O.S48 0.00E+00
END OF MOD101: DISCHARG MODULE

case 0lb
BEGIN CORIET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
Jet/plume transition motion in weak crossflow.
Zone of flow establishmTHETAE= 0 SIGMAE= 0
LE = 5.32 XE = 5.32 YE = 0 ZE = 2.13
Profile definitions:
B = Gaussian 1/e -37%half-width,normal to trajectory
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
Uc = Local centerline excess velocity (above ambient) 1
TT = Cumulative travel time
Distance
ffeetl X Y Z S C B Uc TT
0.0 0 0 2.13 1 8.10E+00 0.61 0.548 0.00E+00
17.5 5.32 0 2.13 1 8.10E+00 0.62 0.548 1.10E-01
17.8 5.41 0 2.13 1 8.10E+00 0.63 0.548 2.22E-01
18.3 5.57 0 2.14 1 8.10E+00 0.65 0.548 4.49E-01
18.8 5.74 0 2.14 1 8.10E+00 0.66 0.548 6.84E-01
19.4 5.91 0 2.14 1 8.10E+00 0.68 0.548 9.25E-01
19.9 6.08 0 2.15 1 8.10E+00 0.7 0.548 1.17E+00
20.5 6.25 0 2.16 1 8.10E+00 0.72 0.548 1.43E+00
21.1 6.42 0 2.17 1 7.95E+00 0.74 0.548 1.69E+00
21.6 6.59 0 2.19 1 7.75E+00 0.75 0.548 1.95E+00
22.2 6.76 0 2.2 1.1 7.55E+00 0.77 0.548 2.22E+00
22.7 6.92 0 2.22 1.1 7.37E+00 0.79 0.548 2.50E+00
23.3 7.09 0 2.24 1.1 7.20E+00 0.81 0.548 2.79E+00
23.8 7.26 0 2.26 1.2 7.03E+00 0.83 0.548 3.08E+00
24.4 7.43 0 2.28 1.2 6.87E+00 0.85 0.548 3.38E+00
24.9 7.59 0 2.31 1.2 6.71E+00 0.86 0.545 3.68E+00
25.5 7.76 0 2.34 1.2 6.56E+00 0.88 0.534 3.99E+00
26.0 7.93 0 2.37 1.3 6.41E+00 0.9 0.524 4.30E+00
26.6 8.09 0 2.4 1.3 6.27E+00 0.92 0.514 4.62E+00
27.1 8.26 0 2.44 1.3 6.14E+00 0.94 0.504 4.95E+00
27.6 8.42 0 2.47 1.3 6.01E+00 0.96 0.496 5.28E+00
28.2 8.59 0 2.51 1.4 5.88E+00 0.97 0.487 5.62E+00
28.7 8.75 0 2.56 1.4 5.76E+00 0.99 0.479 5.97E+00
29.3 8.91 0 2.6 1.4 5.64E+00 1.01 0.471 6.32E+00
29.8 9.07 0 2.65 1.5 5.52E+00 1.03 0.464 6.67E+00
1 30.4 9.24 0 2.7 1.5 5.41E+00 1.05 0.457 7.03E+00
30.9 9.4 0 2.75 1.5 5.30E+00 1.07 0.45 7.40E+00
31.4 9.56 0 2.8 1.6 5.19E+00 1.08 0.443 7.77E+00
32.0 9.72 0 2.86 1.6 5.09E+00 1.1 0.437 8.15E+00
32.5 9.87 0 2.92 1.6 4.99E+00 1.12 0.431 8.53E+00
33.0 10.03 0 2.98 1.7 4.89E+00 1.14 0.425 8.92E+00
33.6 10.19 0 3.04 1.7 4.79E+00 1.16 0.42 9.31E+00
34.1 10.34 0 3.11 1.7 4.70E+00 1.18 0.415 9.71E+00
34.6 10.5 0 3.18 1.8 4.61E+00 1.2 0.41 1.01E+01
35.1 10.65 0 3.25 1.8 4.52E+00 1.21 0.405 1.05E+01
35.6 10.8 0 3.32 1.8 4.43E+00 1.23 0.4 1.09E+01
36.2 10.96 0 3.4 1.9 4.35E+00 1.25 0.396 1.13E+01
36.7 11.11 0 3.47 1.9 4.27E+00 1.27 0.392 1.18E+01
37.2 11.25 0 3.55 1.9 4.19E+00 1.29 0.388 1.22E+01
37.7 11.4 0 3.64 2 4.11E+00 1.31 0.384 1.26E+01
38.3 11.55 0 3.72 2 4.04E+00 1.32 0.381 1.31E+01
38.8 11.7 0 3.8 2 3.96E+00 1.34 0.378 1.35E+01
39.3 11.84 0 3.89 2.1 3.89E+00 1.36 0.375 1.39E+01
39.8 11.98 0 3.98 2.1 3.82E+00 1.38 0.372 1.44E+01
40.3 12.12 0 4.07 2.2 3.76E+00 1.4 0.369 1.48E+01
40.8 12.27 0 4.17 2.2 3.69E+00 1.41 0.366 1.53E+01
41.3 12.41 0 4.26 2.2 3.63E+00 1.43 0.364 1.57E+01
41.8 12.54 0 4.36 2.3 3.57E+00 1.45 0.361 1.62E+01
42.3 12.68 0 4.46 2.3 3.51E+00 1.46 0.359 1.66E+01
42.8 12.82 0 4.56 2.3 3.45E+00 1.48 0.357 1.71E+01
43.3 12.95 0 4.66 2.4 3.39E+00 1.5 0.355 1.76E+01
43.8 13.08 0 4.77 2.4 3.34E+00 1.52 0.353 1.80E+01
44.3 13.22 0 4.87 2.5 3.28E+00 1.53 0.351 1.85E+01
44.8 13.35 0 4.98 2.5 3.23E+00 1.55 0.349 1.90E+01
45.2 13.47 0 5.09 2.5 3.18E+00 1.57 0.347 1.95E+01
45.7 13.6 0 5.2 2.6 3.13E+00 1.58 0.346 1.99E+01
46.2 13.73 0 5.31 2.6 3.08E+00 1.6 0.344 2.04E+01

case 01b
46.7 13.85 0 5.42 2.7 3.03E+00 1.61 0.343 2.09E+01
47.2 13.98 0 5.54 2.7 2.98E+00 1.63 0.341 2.14E+01
47.7 14.1 0 5.65 2.8 2.94E+00 1.65 0.34 2.19E+01
48.2 14.22 0 5.77 2.8 2.89E+00 1.66 0.339 2.24E+01
48.6 14.34 0 5.89 2.8 2.85E+00 1.68 0.337 2.28E+01
49.1 14.46 0 6.01 2.9 2.80E+00 1.7 0.336 2.33E+01
49.6 14.58 0 6.13 2.9 2.76E+00 1.71 0.335 2.38E+01
50.1 14.7 0 6.25 3 2.72E+00 1.73 0.334 2.43E+01
50.6 14.81 0 6.38 3 2.68E+00 1.74 0.333 2.48E+01
51.0 14.93 0 6.5 3.1 2.64E+00 1.76 0.332 2.53E+01
51.5 15.04 0 6.63 3.1 2.60E+00 1.78 0.331 2.58E+01
52.0 15.15 0 6.75 3.2 2.57E+00 1.79 0.33 2.63E+01
52.5 15.27 0 6.88 3.2 2.53E+00 1.81 0.329 2.68E+01
52.9 15.38 0 7.01 3.2 2.49E+00 1.82 0.328 2.73E+01
53.4 15.48 0 7.14 3.3 2.46E+00 1.84 0.327 2.78E+01
53.9 15.59 0 7.27 3.3 2.42E+00 1.85 0.326 2.83E+01
54.3 15.7 0 7.4 3.4 2.39E+00 1.87 0.326 2.89E+01
54.8 15.8 0 7.53 3.4 2.36E+00 1.89 0.325 2.94E+01
55.3 15.91 0 7.66 3.5 2.32E+00 1.9 0.324 2.99E+01
55.7 16.01 0 7.8 3.5 2.29E+00 1.92 0.323 3.04E+01
56.2 16.11 0 7.93 3.6 2.26E+00 1.93 0.323 3.09E+01
56.7 16.22 0 8.06 3.6 2.23E+00 1.95 0.322 3.14E+01
57.1 16.32 0 8.2 3.7 2.20E+00 1.96 0.321 3.19E+01
57.6 16.42 0 8.34 3.7 2.17E+00 1.98 0.321 3.25E+01
58.1 16.52 0 8.47 3.8 2.14E+00 1.99 0.32 3.30E+01
58.5 16.61 0 8.61 3.8 2.12E+00 2.01 0.319 3.35E+01
59.0 16.71 0 8.75 3.9 2.09E+00 2.03 0.319 3.40E+01
59.4 16.81 0 8.89 3.9 2.06E+00 2.04 0.318 3.45E+01
59.9 16.9 0 9.03 4 2.03E+00 2.06 0.317 3.51E+01
60.3 16.99 0 9.17 4 2.01E+00 2.07 0.317 3.56E+01
60.8 17.09 0 9.31 4.1 1.98E+00 2.09 0.316 3.61E+01
61.3 17.18 0 9.45 4.1 1.96E+00 2.1 0.316 3.66E+01
61.7 17.27 0 9.59 4.2 1.93E+00 2.12 0.315 3.72E+01
62.2 17.36 0 9.74 4.2 1.91E+00 2.13 0.314 3.77E+01
62.6 17.45 0 9.88 4.3 1.89E+00 2.15 0.314 3.82E+01
63.1 17.54 0 10.02 4.3 1.86E+00 2.17 0.313 3.87E+01
63.6 17.63 0 10.17 4.4 1.84E+00 2.18 0.313 3.93E+01
64.0 17.72 0 10.31 4.5 1.82E+00 2.2 0.312 3.98E+01
64.5 17.8 0 10.46 4.5 1.79E+00 2.21 0.312 4.03E+01
64.9 17.89 0 10.6 4.6 1.77E+00 2.23 0.311 4.09E+01
65.4 17.98 0 10.75 4.6 1.75E+00 2.24 0.311 4.14E+01
65.9 18.06 0 10.89 4.7 1.73E+00 2.26 0.31 4.19E+01
66.3 18.14 0 11.04 4.7 1.71E+00 2.28 0.31 4.25E+01
66.8 18.23 0 11.19 4.8 1.69E+00 2.29 0.309 4.30E+01
67.2 18.31 0 11.34 4.8 1.67E+00 2.31 0.309 4.36E+01 AT BOUNDARY(WATER SURFACE OR PYCNOCLINE)
Cumulativi travel time = 43.5626 sec ( 0.01 Plume width(ft) 15.2
Horiz.Distance(ft) 60.1
END OF CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
BEGIN MOD131: LAYER BOUNDAR LAYER APPROACH
Control volume inflow:
X V Z S C B TT
18.31 0 11.34 4.8 1.67E+00 2.31 4.36E+01
Profile definitions:
BV = Gaussian l/e -37%vertical thickness
BH = Gaussian l/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulativi travel time
Distance
(feet) X V Z S C BV BH ZU ZL TT
68.4 17.33 0 13.72 4.8 1.67E+00 0 0 13.72 13.72 4.36E+01
69.9 17.89 0 13.72 4.8 1.67E+00 2.05 1.03 13.72 11.67 4.36E+01
71.5 18.45 0 13.72 4.8 1.67E+00 2.43 1.46 13.72 11.29 4.36E+01
73.0 19.01 0 13.72 4.8 1.67E+00 2.67 1.78 13.72 11.04 4.36E+01
74.6 19.57 0 13.72 4.8 1.67E+00 2.85 2.06 13.72 10.86 4.36E+01
76.2 20.13 0 13.72 5.1 1.60E+00 2.99 2.3 13.72 10.73 4.72E+01
77.8 20.69 0 13.72 5.7 1.42E+00 3.09 2.52 13.72 10.63 5.14E+01
78.3 20.9 5.9 2.6 5.25E+01 Default 10:1 Dilution(Per Wisconsin MZ Guidance)

case 01b
79.4 21.25 0 13.72 6.4 1.26E+00 3.16 2.73 13.72 10.55 5.55E+01 Plume width(ft) 16.9
81.0 21.8 0 13.72 7 1.16E+00 3.22 2.91 13.72 10.5 5.97E+01 Horiz.Distance(ft) 68.4
82.6 22.36 0 13.72 7.3 1.11E+00 3.25 3.09 13.72 10.47 6.38E+01
84.3 22.92 0 13.72 7.4 1.09E+00 3.26 3.26 13.72 10.46 6.80E+01
Cumulativi travel time = 67.9575 sec ( 0.02 hrs)
END OF MOD131: LAYER BOUNDAR LAYER APPROACH
BEGIN MOD155: WEAKLY DEFLECTE[SURFACE/I PLUME
SURFACE/I PLUME into a co-flow (or counter-flow)
Profile definitions:
BV = Gaussian l/e -37%vertical thickness
BH = Gaussian l/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulativi travel time
Distance
(feet( X V Z S C BV BH ZU ZL TT
84.3 22.92 0 13.72 7.4 1.09E+00 3.26 3.26 13.72 10.46 6.80E+01
88.0 24.2 0 13.72 10 8.08E-01 2.42 5.92 13.72 11.3 8.22E+01
91.8 25.47 0 13.72 11.8 6.88E-01 2.06 8.15 13.72 11.66 9.73E+01
95.6 26.74 0 13.72 13.1 6.16E-01 1.84 10.18 13.72 11.87 1.13E+02
99.5 28.02 0 13.72 14.3 5.65E-01 1.69 12.09 13.72 12.03 1.30E+02
103.4 29.29 0 13.72 15.4 5.27E-01 1.58 13.91 13.72 12.14 1.47E+02
107.2 30.56 0 13.72 16.3 4.97E-01 1.48 15.67 13.72 12.23 1.65E+02
111.2 31.84 0 13.72 17.2 4.71E-01 1.41 17.39 13.72 12.31 1.84E+02
115.1 33.11 0 13.72 18 4.50E-01 1.35 19.08 13.72 12.37 2.03E+02
119.0 34.38 0 13.72 18.8 4.32E-01 1.29 20.74 13.72 12.43 2.23E+02
123.0 35.66 0 13.72 19.5 4.16E-01 1.24 22.38 13.72 12.47 2.45E+02
127.0 36.93 0 13.72 20.2 4.01E-01 1.2 24.01 13.72 12.52 2.66E+02
131.0 38.2 0 13.72 20.9 3.88E-01 1.16 25.62 13.72 12.55 2.89E+02
135.0 39.47 0 13.72 21.5 3.77E-01 1.13 27.22 13.72 12.59 3.12E+02
139.0 40.75 0 13.72 22.1 3.66E-01 1.1 28.81 13.72 12.62 3.36E+02
143.0 42.02 0 13.72 22.7 3.57E-01 1.07 30.4 13.72 12.65 3.61E+02
147.0 43.29 0 13.72 23.3 3.48E-01 1.04 31.97 13.72 12.68 3.87E+02
151.1 44.57 0 13.72 23.9 3.39E-01 1.01 33.55 13.72 12.7 4.13E+02
155.1 45.84 0 13.72 24.4 3.32E-01 0.99 35.12 13.72 12.72 4.40E+02
159.2 47.11 0 13.72 25 3.25E-01 0.97 36.69 13.72 12.75 4.68E+02
163.3 48.39 0 13.72 25.5 3.18E-01 0.95 38.25 13.72 12.77 4.96E+02
167.3 49.66 0 13.72 26 3.12E-01 0.93 39.82 13.72 12.78 5.26E+02
171.4 50.93 0 13.72 26.5 3.06E-01 0.91 41.38 13.72 12.8 5.56E+02
175.5 52.21 0 13.72 27 3.00E-01 0.9 42.95 13.72 12.82 5.87E+02
177.0 52.7 27.2 43.5 5.98E+02 ACUTE MZ BOUNDARY(50 x DLS)
179.5 53.48 0 13.72 27.5 2.95E-01 0.88 44.51 13.72 12.83 6.18E+02 Plume width(ft) 285.7
183.6 54.75 0 13.72 28 2.90E-01 0.87 46.07 13.72 12.85 6.50E+02
187.7 56.03 0 13.72 28.4 2.85E-01 0.85 47.64 13.72 12.86 6.84E+02
191.8 57.3 0 13.72 28.9 2.80E-01 0.84 49.2 13.72 12.88 7.17E+02
195.9 58.57 0 13.72 29.4 2.76E-01 0.83 50.77 13.72 12.89 7.52E+02
200.0 59.85 0 13.72 29.8 2.72E-01 0.81 52.33 13.72 12.9 7.87E+02
204.1 61.12 0 13.72 30.2 2.68E-01 0.8 53.9 13.72 12.92 8.23E+02
208.2 62.39 0 13.72 30.7 2.64E-01 0.79 55.47 13.72 12.93 8.60E+02
212.3 63.67 0 13.72 31.1 2.60E-01 0.78 57.04 13.72 12.94 8.98E+02
216.4 64.94 0 13.72 31.5 2.57E-01 0.77 58.61 13.72 12.95 9.36E+02
220.5 66.21 0 13.72 32 2.53E-01 0.76 60.19 13.72 12.96 9.75E+02
224.7 67.49 0 13.72 32.4 2.50E-01 0.75 61.76 13.72 12.97 1.02E+03
228.8 68.76 0 13.72 32.8 2.47E-01 0.74 63.34 13.72 12.98 1.06E+03
232.9 70.03 0 13.72 33.2 2.44E-01 0.73 64.92 13.72 12.99 1.10E+03
237.0 71.31 0 13.72 33.6 2.41E-01 0.72 66.51 13.72 13 1.14E+03
241.2 72.58 0 13.72 34 2.38E-01 0.71 68.09 13.72 13 1.18E+03
245.3 73.85 0 13.72 34.4 2.36E-01 0.7 69.68 13.72 13.01 1.23E+03
249.4 75.13 0 13.72 34.8 2.33E-01 0.7 71.27 13.72 13.02 1.27E+03
253.5 76.4 0 13.72 35.2 2.30E-01 0.69 72.86 13.72 13.03 1.32E+03
257.7 77.67 0 13.72 35.6 2.28E-01 0.68 74.45 13.72 13.03 1.36E+03
261.8 78.95 0 13.72 35.9 2.25E-01 0.67 76.05 13.72 13.04 1.41E+03
265.9 80.22 0 13.72 36.3 2.23E-01 0.67 77.65 13.72 13.05 1.46E+03
270.1 81.49 0 13.72 36.7 2.21E-01 0.66 79.25 13.72 13.06 1.50E+03
274.2 82.77 0 13.72 37 2.19E-01 0.65 80.85 13.72 13.06 1.55E+03
278.3 84.04 0 13.72 37.4 2.16E-01 0.65 82.46 13.72 13.07 1.60E+03
282.5 85.31 0 13.72 37.8 2.14E-01 0.64 84.07 13.72 13.07 1.65E+03

case Olb
286.6 86.58 0 13.72 38.1 2.12E-01 0.64 85.68 13.72 13.08 1.70E+03
290.8 87.86 0 13.72 38.5 2.10E-01 0.63 87.29 13.72 13.09 1.76E+03
294.9 89.13 0 13.72 38.9 2.08E-01 0.62 88.91 13.72 13.09 1.81E+03
299.0 90.4 0 13.72 39.2 2.07E-01 0.62 90.53 13.72 13.1 1.86E+03
303.2 91.68 0 13.72 39.6 2.05E-01 0.61 92.15 13.72 13.1 1.92E+03
307.3 92.95 0 13.72 39.9 2.03E-01 0.61 93.77 13.72 13.11 1.97E+03
311.5 94.22 0 13.72 40.2 2.01E-01 0.6 95.4 13.72 13.11 2.03E+03
315.6 95.5 0 13.72 40.6 2.00E-01 0.6 97.03 13.72 13.12 2.08E+03
319.8 96.77 0 13.72 40.9 1.98E-01 0.59 98.66 13.72 13.12 2.14E+03
323.9 98.04 0 13.72 41.3 1.96E-01 0.59 100.3 13.72 13.13 2.20E+03
328.1 99.32 0 13.72 41.6 1.95E-01 0.58 101.93 13.72 13.13 2.26E+03
332.2 100.59 0 13.72 41.9 1.93E-01 0.58 103.57 13.72 13.14 2.32E+03
336.4 101.86 0 13.72 42.3 1.92E-01 0.57 105.21 13.72 13.14 2.38E+03
340.5 103.14 0 13.72 42.6 1.90E-01 0.57 106.86 13.72 13.15 2.44E+03
344.7 104.41 0 13.72 42.9 1.89E-01 0.56 108.5 13.72 13.15 2.50E+03
348.8 105.68 0 13.72 43.2 1.87E-01 0.56 110.15 13.72 13.16 2.56E+03
353.0 106.96 0 13.72 43.6 1.86E-01 0.56 111.8 13.72 13.16 2.62E+03
357.1 108.23 0 13.72 43.9 1.85E-01 0.55 113.46 13.72 13.16 2.69E+03
361.3 109.5 0 13.72 44.2 1.83E-01 0.55 115.11 13.72 13.17 2.75E+03
365.5 110.78 0 13.72 44.5 1.82E-01 0.54 116.77 13.72 13.17 2.82E+03
369.6 112.05 0 13.72 44.8 1.81E-01 0.54 118.43 13.72 13.18 2.88E+03
373.7 113.32 0 13.72 45.2 1.79E-01 0.54 120.1 13.72 13.18 2.95E+03
377.9 114.6 0 13.72 45.5 1.78E-01 0.53 121.76 13.72 13.18 3.02E+03
382.1 115.87 0 13.72 45.8 1.77E-01 0.53 123.43 13.72 13.19 3.09E+03
386.2 117.14 0 13.72 46.1 1.76E-01 0.53 125.1 13.72 13.19 3.16E+03
390.4 118.42 0 13.72 46.4 1.75E-01 0.52 126.78 13.72 13.19 3.23E+03
394.5 119.69 0 13.72 46.7 1.73E-01 0.52 128.45 13.72 13.2 3.30E+03
398.7 120.96 0 13.72 47 1.72E-01 0.52 130.13 13.72 13.2 3.37E+03
402.9 122.24 0 13.72 47.3 1.71E-01 0.51 131.81 13.72 13.2 3.44E+03
407.0 123.51 0 13.72 47.6 1.70E-01 0.51 133.5 13.72 13.21 3.51E+03
411.2 124.78 0 13.72 47.9 1.69E-01 0.51 135.18 13.72 13.21 3.59E+03
415.3 126.06 0 13.72 48.2 1.68E-01 0.5 136.87 13.72 13.21 3.66E+03
419.5 127.33 0 13.72 48.5 1.67E-01 0.5 138.56 13.72 13.22 3.74E+03
423.6 128.6 0 13.72 48.8 1.66E-01 0.5 140.25 13.72 13.22 3.81E+03
427.8 129.88 0 13.72 49.1 1.65E-01 0.49 141.95 13.72 13.22 3.89E+03
432.0 131.15 0 13.72 49.4 1.64E-01 0.49 143.64 13.72 13.23 3.97E+03
436.1 132.42 0 13.72 49.7 1.63E-01 0.49 145.34 13.72 13.23 4.05E+03
440.3 133.7 0 13.72 50 1.62E-01 0.48 147.04 13.72 13.23 4.12E+03
444.5 134.97 0 13.72 50.3 1.61E-01 0.48 148.75 13.72 13.23 4.20E+03
448.6 136.24 0 13.72 50.5 1.60E-01 0.48 150.45 13.72 13.24 4.28E+03
452.8 137.51 0 13.72 50.8 1.59E-01 0.48 152.16 13.72 13.24 4.37E+03
457.0 138.79 0 13.72 51.1 1.58E-01 0.47 153.87 13.72 13.24 4.45E+03
461.1 140.06 0 13.72 51.4 1.58E-01 0.47 155.59 13.72 13.24 4.53E+03
465.3 141.33 0 13.72 51.7 1.57E-01 0.47 157.3 13.72 13.25 4.61E+03
469.4 142.61 0 13.72 52 1.56E-01 0.47 159.02 13.72 13.25 4.70E+03
473.6 143.88 0 13.72 52.2 1.55E-01 0.46 160.74 13.72 13.25 4.78E+03
477.8 145.15 0 13.72 52.5 1.54E-01 0.46 162.46 13.72 13.25 4.87E+03
481.9 146.43 0 13.72 52.8 1.53E-01 0.46 164.18 13.72 13.26 4.96E+03
486.1 147.7 0 13.72 53.1 1.53E-01 0.46 165.91 13.72 13.26 5.04E+03
1 490.2 148.97 0 13.72 53.3 1.52E-01 0.45 167.64 13.72 13.26 5.13E+03
494.4 150.25 0 13.72 53.6 1.51E-01 0.45 169.37 13.72 13.26 5.22E+03 EDGE OF DISCHARGE INDUCED MIXING:
Cumulativi travel time = 5219.098 sec ( 1.45 hrs) Plume width(ft) 1111
Horiz.Distance(ft) 493.0
END OF MOD155: WEAKLY DEFLECTE[SURFACE/I PLUME
BEGIN MOD156: STRONGLY DEFLECTE[SURFACE/I PLUME
SPECIAL CO-FLOWI COUNTER-OR VERTICAL DISCHARG CASE:
THIS FLOW REGION DOES NOT OCCUR.
END OF MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
** End of NEAR-FIEL REGION (NFR) **
The initial plume WIDTH values in the next far-field module will be
CORRECTE by a factor 4.76 to conserve the mass flux in the far-field!
The correction factor is quite large because of the small ambient velocity
relative to the strong mixing characters!of the discharge!
This indicates localized RECIRCULFREGIONS and INTERNAL HYDRAULI!JUMPS.
Width prediction!show discontinu Dilution values should be acceptable.
Flow appears highly UNSTEADY in transition to the far-field and prediction resu
Its MAY be UNRELIABLE!
Some BOUNDAR INTERACTI with both banks occurs at end of near-field.

case Olb
The dilution values in one or more of the preceding zones may be too high.
Carefully evaluate results in near-field and check degree of interaction.
BEGIN MOD181: MIXED PLUME/BC CHANNEL/UPSTREAN WEDGE INTRUSION
An UPSTREAN INTRUDINI WEDGE is formed along the surface/pycnocline.
UPSTREAN WEDGE INTRUSIOr PROPERTIE in bounded channel (laterally uniform):
Wedge length = 60120.87 m
X-Position of wedge tip = -59970.6 m
Thickness at discharge (end of NFR) = 6.93 m
(Wedge thickness gradually decreases to zero at wedge tip.)
In this case, the upstream INTRUSIOr IS VERY LARGE, exceeding 10 times
the local water depth.
This may be caused by a very small ambient velocity, perhaps in combination
with large discharge buoyancy.
If the ambient conditions are strongly transient (e.g. tidal), then the
CORMIX steady-sta prediction:of upstream intrusion are probably
unrealistic.
The plume prediction:prior to boundary impingemf and wedge formation
will be acceptable however.
X Y Z 5 C BV BH ZU ZL TT
150.25 250 13.72 53.6 1.51E-01 6.93 500 13.72 6.79 5.22E+03
Cumulativi travel time = 5219.1 sec ( 1.45 hrs)
Flow is LATERALLY MIXED over the channel width.
END OF MOD181: MIXED PLUME/BC CHANNEL/UPSTREAN WEDGE INTRUSION
BEGIN MOD161: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
Vertical diffusivity (initial value) = 6.05E-03 m^2/s
Horizontal diffusivity (initial value) = 7.56E-03 m^2/s
Profile definitions:
BV = Gaussian s.d.*sqrt(p -46%thickness, measured vertically
= or equal to layer depth, if fully mixed
BH = Gaussian s.d.'sgrt(p -46%half-width,
measured horizontall in Y-direction
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulative travel time
Plume Stage 2 (bank attached):
X Y Z S C BV BH ZU ZL TT
150.25 250 13.72 53.6 1.51E-01 6.93 500 13.72 6.79 5.22E+03
198.74 250 13.72 53.6 1.51E-01 6.93 500 13.72 6.79 1.01E+04
247.24 250 13.72 53.6 1.51E-01 6.93 500 13.72 6.79 1.49E+04
295.74 250 13.72 53.6 1.50E-01 6.93 500 13.72 6.79 1.98E+04
344.24 250 13.72 53.6 1.50E-01 6.93 500 13.72 6.79 2.46E+04
392.73 250 13.72 53.6 1.50E-01 6.93 500 13.72 6.79 2.95E+04
441.23 250 13.72 53.6 1.50E-01 6.93 500 13.72 6.79 3.43E+04
489.73 250 13.72 53.6 1.50E-01 6.93 500 13.72 6.79 3.92E+04
538.23 250 13.72 53.6 1.49E-01 6.93 500 13.72 6.79 4.40E+04
586.72 250 13.72 53.7 1.49E-01 6.93 500 13.72 6.79 4.89E+04
635.22 250 13.72 53.7 1.49E-01 6.93 500 13.72 6.79 5.37E+04
683.72 250 13.72 53.7 1.49E-01 6.93 500 13.72 6.79 5.86E+04
732.22 250 13.72 53.7 1.49E-01 6.93 500 13.72 6.79 6.34E+04
780.72 250 13.72 53.7 1.48E-01 6.93 500 13.72 6.78 6.83E+04
829.21 250 13.72 53.7 1.48E-01 6.93 500 13.72 6.78 7.31E+04
877.71 250 13.72 53.7 1.48E-01 6.93 500 13.72 6.78 7.80E+04
926.21 250 13.72 53.7 1.48E-01 6.93 500 13.72 6.78 8.28E+04
974.71 250 13.72 53.7 1.47E-01 6.93 500 13.72 6.78 8.77E+04
1023.2 250 13.72 53.7 1.47E-01 6.93 500 13.72 6.78 9.25E+04
1071.7 250 13.72 53.7 1.47E-01 6.93 500 13.72 6.78 9.74E+04
1120.2 250 13.72 53.7 1.47E-01 6.93 500 13.72 6.78 1.02E+05
1168.7 250 13.72 53.7 1.47E-01 6.94 500 13.72 6.78 1.07E+05
1217.19 250 13.72 53.7 1.46E-01 6.94 500 13.72 6.78 1.12E+05
1265.69 250 13.72 53.7 1.46E-01 6.94 500 13.72 6.78 1.17E+05
1314.19 250 13.72 53.7 1.46E-01 6.94 500 13.72 6.78 1.22E+05

case Olb
1362.69 250 13.72 53.7 1.46E-01 6.94 500 13.72 6.78 1.26E+05
1411.18 250 13.72 53.7 1.46E-01 6.94 500 13.72 6.78 1.31E+05
1459.68 250 13.72 53.7 1.45E-01 6.94 500 13.72 6.78 1.36E+05
1508.18 250 13.72 53.7 1.45E-01 6.94 500 13.72 6.78 1.41E+05
1556.68 250 13.72 53.7 1.45E-01 6.94 500 13.72 6.78 1.46E+05
1605.17 250 13.72 53.7 1.45E-01 6.94 500 13.72 6.78 1.51E+05
1653.67 250 13.72 53.7 1.45E-01 6.94 500 13.72 6.78 1.56E+05
1702.17 250 13.72 53.7 1.44E-01 6.94 500 13.72 6.78 1.60E+05
1750.67 250 13.72 53.7 1.44E-01 6.94 500 13.72 6.77 1.65E+05
1799.16 250 13.72 53.7 1.44E-01 6.94 500 13.72 6.77 1.70E+05
1847.66 250 13.72 53.7 1.44E-01 6.94 500 13.72 6.77 1.75E+05
1896.16 250 13.72 53.8 1.44E-01 6.94 500 13.72 6.77 1.80E+05
1944.66 250 13.72 53.8 1.43E-01 6.94 500 13.72 6.77 1.85E+05
1993.15 250 13.72 53.8 1.43E-01 6.94 500 13.72 6.77 1.90E+05
2041.65 250 13.72 53.8 1.43E-01 6.94 500 13.72 6.77 1.94E+05
2090.15 250 13.72 53.8 1.43E-01 6.94 500 13.72 6.77 1.99E+05
2138.65 250 13.72 53.8 1.43E-01 6.95 500 13.72 6.77 2.04E+05
2187.14 250 13.72 53.8 1.42E-01 6.95 500 13.72 6.77 2.09E+05
2235.64 250 13.72 53.8 1.42E-01 6.95 500 13.72 6.77 2.14E+05
2284.14 250 13.72 53.8 1.42E-01 6.95 500 13.72 6.77 2.19E+05
2332.64 250 13.72 53.8 1.42E-01 6.95 500 13.72 6.77 2.23E+05
2381.13 250 13.72 53.8 1.42E-01 6.95 500 13.72 6.77 2.28E+05
2429.63 250 13.72 53.8 1.41E-01 6.95 500 13.72 6.77 2.33E+05
2478.13 250 13.72 53.8 1.41E-01 6.95 500 13.72 6.77 2.38E+05
2526.63 250 13.72 53.8 1.41E-01 6.95 500 13.72 6.77 2.43E+05
2575.12 250 13.72 53.8 1.41E-01 6.95 500 13.72 6.77 2.48E+05
2623.62 250 13.72 53.8 1.40E-01 6.95 500 13.72 6.77 2.53E+05
2672.12 250 13.72 53.8 1.40E-01 6.95 500 13.72 6.77 2.57E+05
2720.62 250 13.72 53.8 1.40E-01 6.95 500 13.72 6.76 2.62E+05
2769.11 250 13.72 53.8 1.40E-01 6.95 500 13.72 6.76 2.67E+05
2817.61 250 13.72 53.8 1.40E-01 6.95 500 13.72 6.76 2.72E+05
2866.11 250 13.72 53.8 1.39E-01 6.95 500 13.72 6.76 2.77E+05
2914.61 250 13.72 53.8 1.39E-01 6.95 500 13.72 6.76 2.82E+05
2963.11 250 13.72 53.8 1.39E-01 6.95 500 13.72 6.76 2.87E+05
3011.6 250 13.72 53.8 1.39E-01 6.95 500 13.72 6.76 2.91E+05
3060.1 250 13.72 53.9 1.39E-01 6.96 500 13.72 6.76 2.96E+05
3108.6 250 13.72 53.9 1.39E-01 6.96 500 13.72 6.76 3.01E+05
3157.1 250 13.72 53.9 1.38E-01 6.96 500 13.72 6.76 3.06E+05
3205.59 250 13.72 53.9 1.38E-01 6.96 500 13.72 6.76 3.11E+05
3254.09 250 13.72 53.9 1.38E-01 6.96 500 13.72 6.76 3.16E+05
3302.59 250 13.72 53.9 1.38E-01 6.96 500 13.72 6.76 3.20E+05
3351.09 250 13.72 53.9 1.38E-01 6.96 500 13.72 6.76 3.25E+05
3399.58 250 13.72 53.9 1.37E-01 6.96 500 13.72 6.76 3.30E+05
3448.08 250 13.72 53.9 1.37E-01 6.96 500 13.72 6.76 3.35E+05
3496.58 250 13.72 53.9 1.37E-01 6.96 500 13.72 6.76 3.40E+05
3545.08 250 13.72 53.9 1.37E-01 6.96 500 13.72 6.75 3.45E+05
3593.57 250 13.72 53.9 1.37E-01 6.96 500 13.72 6.75 3.50E+05
3642.07 250 13.72 53.9 1.36E-01 6.96 500 13.72 6.75 3.54E+05
3690.57 250 13.72 53.9 1.36E-01 6.96 500 13.72 6.75 3.59E+05
3739.07 250 13.72 53.9 1.36E-01 6.96 500 13.72 6.75 3.64E+05
3787.56 250 13.72 53.9 1.36E-01 6.96 500 13.72 6.75 3.69E+05
3836.06 250 13.72 53.9 1.36E-01 6.96 500 13.72 6.75 3.74E+05
3884.56 250 13.72 53.9 1.35E-01 6.97 500 13.72 6.75 3.79E+05
3933.06 250 13.72 53.9 1.35E-01 6.97 500 13.72 6.75 3.84E+05
3981.55 250 13.72 53.9 1.35E-01 6.97 500 13.72 6.75 3.88E+05
4030.05 250 13.72 53.9 1.35E-01 6.97 500 13.72 6.75 3.93E+05
4078.55 250 13.72 53.9 1.35E-01 6.97 500 13.72 6.75 3.98E+05
4127.05 250 13.72 54 1.34E-01 6.97 500 13.72 6.75 4.03E+05
4175.54 250 13.72 54 1.34E-01 6.97 500 13.72 6.75 4.08E+05
4224.04 250 13.72 54 1.34E-01 6.97 500 13.72 6.75 4.13E+05
4272.54 250 13.72 54 1.34E-01 6.97 500 13.72 6.75 4.17E+05
4321.04 250 13.72 54 1.34E-01 6.97 500 13.72 6.75 4.22E+05
4369.53 250 13.72 54 1.33E-01 6.97 500 13.72 6.74 4.27E+05
4418.03 250 13.72 54 1.33E-01 6.97 500 13.72 6.74 4.32E+05
4466.53 250 13.72 54 1.33E-01 6.97 500 13.72 6.74 4.37E+05
4515.03 250 13.72 54 1.33E-01 6.97 500 13.72 6.74 4.42E+05
4563.52 250 13.72 54 1.33E-01 6.97 500 13.72 6.74 4.47E+05
4612.02 250 13.72 54 1.32E-01 6.97 500 13.72 6.74 4.51E+05
4660.52 250 13.72 54 1.32E-01 6.98 500 13.72 6.74 4.56E+05
4709.02 250 13.72 54 1.32E-01 6.98 500 13.72 6.74 4.61E+05
4757.51 250 13.72 54 1.32E-01 6.98 500 13.72 6.74 4.66E+05
4806.01 250 13.72 54 1.32E-01 6.98 500 13.72 6.74 4.71E+05
4854.51 250 13.72 54 1.32E-01 6.98 500 13.72 6.74 4.76E+05
4903.01 250 13.72 54 1.31E-01 6.98 500 13.72 6.74 4.81E+05

case 01b
4951.5 250 13.72 54 1.31E-01 6.98 500 13.72 6.74 4.85E+05
5000 250 13.72 54 1.31E-01 6.98 500 13.72 6.74 4.90E+05
Cum ulativitravel time = 490194.4 sec ( 136.17 hrs)
Note:
CORMIX is a steady state model and assumes discharge and ambient conditions do not vary
over time. The predicted plume cumulative travel time exceeds 48 hours at this trajectory
distance. Keep in mind that ambient and discharge conditions are likely to vary over
large space and time scales. Prediction:at such large space and time scales may be
inconsistel with CORMIX modeling assumptions.
Please carefully evaluate your simulation results and limit model interpretal to space
and time scales consistent with steady state assumptio and ambient schematization.
Simulation limit based on maximum specified distance = 5000 m.
This is the REGION OF INTEREST limitation.
END OF MOD161: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
CORMIX1:Single Port Discharges End of Prediction File
1.11E+94
e

case 02a
CORMIX1 PREDICTIO FILE:
1.11E+94
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX1: Single Port Discharges
CORMIX Version 11.OGTS
HYDRO1 Version 11.0.1.0 August 2019
CASE DESCRIPTION
Site name/labe Harris Reservoir (HNP Outfall 006)
Design case: 02a
FILE NAME: \\S...S\Dul,Energy\Mc Files\HNP006-02.prd
Time stamp: 12/18/2019--13:56:32
ENVIRONII PARAMETI(metric units)
Bounded section
BS = 500 AS = 6858 QA = 68.58 ICHREG= 1
HA = 13.72 HD = 13.72
UA = 0.01 F = 0.013 USTAR 0.000405
UW = 2 UWSTAR=0.2198E-02
Density stratified environment
STRCND= A RHOAM = 998.3328
RHOAS = 997.4196 RHOAB = 999.246 RHOAHO= 998.3328 E 0.001307
DISCHARG PARAMETI(metric units)
BANK = LEFT DISTB = 250
DO = 1.219 AO = 1.167 HO = 2.13 SUBO = 11.58
THETA = 0 SIGMA = 0
UO = 0.826 00 = 0.965 0.9648
RHO() = 996.4307 DRHO0 1.902 GPO 0.01868
CO 11.8 CUNITS= deg.0
IPOLL = 3 KS 4.3E-06 KD 0
FLUX VARIABLE(metric units)
Q0 0.9648 MO 0.7972 JO 0.01803 SIGNJO= 1
Associatec length scales (meters)
LQ = 1.08 LM = 6.28 Lm = 89.29 Lb = 18026.01
Lmp = 99999 Lbp = 99999
NON-DIME PARAMETERS
FRO = 5.48 R = 82.64
FLOW CLASSIFICATION
1.11E+47
1 Flow class (CORMIX1= H4-0 1
1 Applicable layer depth HS = 13.72 1
1 Limiting Dilution S =0A/00= 72.09 1
1.11E+47
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO 11.8 CUNITS= deg.0
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 5000 XMAX = 5000
X-Y-Z COORDINF SYSTEM:
ORIGIN is located at the bottom and below the center of the port:
250 m from the LEFT bank/shore.
X-axis points downstrea Y-axis points to left, Z-axis points upward.
NSTEP = 100 display intervals per module
NOTE on dilution/cc values for this HEATED DISCHARG(IPOLL=3):
S = hydrodyna dilutions, include buoyancy (heat) loss effects, but
provided plume has surface contact
C = correspowtemperatuvalues (in deg.C!) include heat loss,
if any
BEGIN MOD101: DISCHARG MODULE
X Y Z S C B Uc TT
0 0 2.13 1 1.18E+01 0.61 0.816 0.00E+00

case 02a
END OF MOD101: DISCHARG MODULE
BEGIN CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
Jet/plume transition motion in weak crossflow.
Zone of flow establishmTHETAE= 0 SIGMAE= 0
LE = 5.51 XE = 5.51 YE = 0 ZE = 2.13
Profile definitions:
B = Gaussian 1/e -37%half-width,normal to trajectory
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
Uc = Local centerline excess velocity (above ambient)
TT = Cumulative travel time
Distance
(feet) X Y Z S C B Uc TT
0.0 0 0 2.13 1 1.18E+01 0.61 0.816 0.00E+00
18.1 5.51 0 2.13 1 1.18E+01 0.62 0.816 1.05E-01
18.5 5.63 0 2.13 1 1.18E+01 0.64 0.816 2.11E-01
19.3 5.87 0 2.14 1 1.18E+01 0.66 0.816 4.31E-01
20.0 6.1 0 2.14 1 1.18E+01 0.69 0.816 6.60E-01
20.8 6.34 0 2.15 1 1.18E+01 0.71 0.816 8.97E-01
21.6 6.58 0 2.16 1 1.16E+01 0.74 0.816 1.14E+00
22.4 6.82 0 2.18 1.1 1.12E+01 0.76 0.816 1.40E+00
23.1 7.05 0 2.19 1.1 1.08E+01 0.79 0.816 1.66E+00
23.9 7.29 0 2.22 1.1 1.05E+01 0.81 0.816 1.93E+00
24.7 7.52 0 2.24 1.2 1.01E+01 0.84 0.816 2.21E+00
25.5 7.76 0 2.27 1.2 9.82E+00 0.87 0.809 2.50E+00
26.3 8 0 2.3 1.2 9.52E+00 0.89 0.786 2.79E+00
27.0 8.23 0 2.33 1.3 9.24E+00 0.92 0.765 3.10E+00
27.8 8.46 0 2.37 1.3 8.97E+00 0.94 0.745 3.41E+00
28.6 8.7 0 2.41 1.4 8.71E+00 0.97 0.726 3.73E+00
29.7 9.05 0 2.48 1.4 8.35E+00 1.01 0.7 4.22E+00
30.5 9.28 0 2.53 1.5 8.12E+00 1.03 0.684 4.56E+00
31.2 9.51 0 2.59 1.5 7.91E+00 1.06 0.668 4.91E+00
32.0 9.74 0 2.65 1.5 7.70E+00 1.09 0.654 5.27E+00
32.8 9.97 0 2.71 1.6 7.50E+00 1.11 0.64 5.63E+00
33.5 10.2 0 2.78 1.6 7.31E+00 1.14 0.627 6.00E+00
34.3 10.42 0 2.85 1.7 7.12E+00 1.16 0.614 6.38E+00
35.0 10.65 0 2.92 1.7 6.94E+00 1.19 0.602 6.77E+00
35.8 10.87 0 3 1.7 6.77E+00 1.22 0.591 7.16E+00
36.6 11.1 0 3.08 1.8 6.61E+00 1.24 0.58 7.56E+00
37.3 11.32 0 3.16 1.8 6.45E+00 1.27 0.57 7.97E+00 I
38.0 11.54 0 3.25 1.9 6.30E+00 1.29 0.56 8.38E+00
38.8 11.76 0 3.34 1.9 6.15E+00 1.32 0.551 8.81E+00
39.5 11.98 0 3.43 2 6.01E+00 1.35 0.542 9.24E+00
40.3 12.19 0 3.53 2 5.88E+00 1.37 0.533 9.67E+00
41.0 12.41 0 3.63 2.1 5.74E+00 1.4 0.525 1.01E+01
41.7 12.62 0 3.73 2.1 5.62E+00 1.42 0.517 1.06E+01
42.5 12.84 0 3.83 2.1 5.50E+00 1.45 0.509 1.10E+01
43.2 13.05 0 3.94 2.2 5.38E+00 1.48 0.502 1.15E+01
44.0 13.26 0 4.05 2.2 5.27E+00 1.5 0.495 1.20E+01
44.7 13.47 0 4.16 2.3 5.16E+00 1.53 0.488 1.24E+01
45.4 13.68 0 4.28 2.3 5.05E+00 1.56 0.481 1.29E+01
46.1 13.88 0 4.39 2.4 4.95E+00 1.58 0.474 1.34E+01
46.9 14.09 0 4.51 2.4 4.86E+00 1.61 0.467 1.39E+01
47.6 14.29 0 4.63 2.5 4.76E+00 1.64 0.461 1.44E+01
48.3 14.5 0 4.75 2.5 4.67E+00 1.66 0.455 1.49E+01
49.1 14.7 0 4.88 2.6 4.59E+00 1.69 0.449 1.54E+01
49.8 14.9 0 5 2.6 4.50E+00 1.72 0.442 1.60E+01
50.5 15.1 0 5.13 2.7 4.42E+00 1.74 0.436 1.65E+01
51.2 15.3 0 5.26 2.7 4.35E+00 1.77 0.43 1.70E+01
52.0 15.5 0 5.39 2.8 4.27E+00 1.8 0.424 1.76E+01
52.7 15.7 0 5.51 2.8 4.20E+00 1.82 0.419 1.81E+01
53.4 15.9 0 5.64 2.9 4.14E+00 1.85 0.413 1.87E+01
54.2 16.1 0 5.77 2.9 4.07E+00 1.88 0.407 1.93E+01
54.9 16.29 0 5.91 2.9 4.01E+00 1.91 0.401 1.98E+01
55.6 16.49 0 6.04 3 3.95E+00 1.93 0.395 2.04E+01
56.3 16.69 0 6.17 3 3.89E+00 1.96 0.389 2.10E+01
57.1 16.89 0 6.3 3.1 3.84E+00 1.99 0.383 2.16E+01
57.8 17.09 0 6.43 3.1 3.79E+00 2.02 0.378 2.22E+01
58.6 17.29 0 6.56 3.2 3.74E+00 2.05 0.372 2.29E+01

case 02a
59.3 17.49 0 6.68 3.2 3.69E+00 2.07 0.366 2.35E+01
60.0 17.69 0 6.81 3.2 3.65E+00 2.1 0.36 2.41E+01
60.8 17.89 0 6.94 3.3 3.61E+00 2.13 0.354 2.48E+01
61.5 18.09 0 7.06 3.3 3.57E+00 2.16 0.348 2.54E+01
62.3 18.29 0 7.18 3.3 3.53E+00 2.19 0.342 2.61E+01
63.0 18.5 0 7.3 3.4 3.49E+00 2.22 0.336 2.68E+01
63.8 18.7 0 7.42 3.4 3.46E+00 2.25 0.33 2.75E+01
64.5 18.91 0 7.53 3.5 3.42E+00 2.28 0.323 2.82E+01
65.3 19.12 0 7.65 3.5 3.38E+00 2.32 0.316 2.89E+01
66.0 19.33 0 7.75 3.5 3.34E+00 2.35 0.31 2.97E+01
66.8 19.55 0 7.86 3.6 3.31E+00 2.39 0.303 3.04E+01
67.6 19.76 0 7.95 3.6 3.27E+00 2.43 0.296 3.12E+01
68.4 19.98 0 8.05 3.6 3.23E+00 2.47 0.29 3.20E+01
69.1 20.2 0 8.14 3.7 3.20E+00 2.5 0.283 3.28E+01
69.9 20.42 0 8.22 3.7 3.16E+00 2.54 0.277 3.36E+01
70.7 20.65 0 8.29 3.8 3.13E+00 2.58 0.271 3.45E+01
71.5 20.88 0 8.36 3.8 3.10E+00 2.62 0.265 3.53E+01
72.3 21.11 0 8.42 3.8 3.07E+00 2.66 0.26 3.62E+01
73.0 21.34 0 8.47 3.9 3.03E+00 2.69 0.255 3.71E+01
73.8 21.57 0 8.51 3.9 3.00E+00 2.73 0.251 3.80E+01
74.6 21.81 0 8.54 4 2.98E+00 2.76 0.247 3.89E+01
75.4 22.05 0 8.56 4 2.95E+00 2.79 0.244 3.99E+01
76.1 22.28 0 8.56 4 2.92E+00 2.81 0.241 4.08E+01
Maximum jet height has been reached.
76.8 22.52 0 8.56 4.1 2.89E+00 2.83 0.24 4.17E+01
77.6 22.76 0 8.55 4.1 2.87E+00 2.85 0.239 4.27E+01
78.3 22.99 0 8.53 4.2 2.84E+00 2.87 0.238 4.37E+01
79.0 23.23 0 8.49 4.2 2.82E+00 2.89 0.238 4.46E+01
79.7 23.46 0 8.45 4.2 2.79E+00 2.9 0.238 4.56E+01
80.4 23.69 0 8.39 4.3 2.76E+00 2.91 0.239 4.65E+01
81.1 23.92 0 8.33 4.3 2.74E+00 2.92 0.239 4.75E+01
81.7 24.15 0 8.26 4.4 2.71E+00 2.93 0.24 4.84E+01
82.4 24.37 0 8.18 4.4 2.68E+00 2.94 0.241 4.94E+01
83.0 24.59 0 8.09 4.4 2.66E+00 2.95 0.242 5.03E+01
83.6 24.81 0 8 4.5 2.63E+00 2.96 0.243 5.13E+01
84.2 25.02 0 7.9 4.5 2.61E+00 2.98 0.244 5.22E+01
84.9 25.24 0 7.79 4.6 2.58E+00 2.99 0.245 5.31E+01
85.5 25.45 0 7.68 4.6 2.55E+00 3 0.245 5.41E+01
86.0 25.65 0 7.57 4.7 2.53E+00 3.02 0.245 5.50E+01
86.6 25.86 0 7.45 4.7 2.50E+00 3.04 0.245 5.59E+01
87.2 26.07 0 7.33 4.8 2.47E+00 3.06 0.244 5.69E+01
87.8 26.27 0 7.21 4.8 2.45E+00 3.08 0.243 5.78E+01
88.4 26.47 0 7.09 4.9 2.42E+00 3.11 0.242 5.88E+01
88.9 26.67 0 6.96 4.9 2.39E+00 3.14 0.24 5.97E+01
89.5 26.87 0 6.83 5 2.37E+00 3.17 0.238 6.07E+01
90.1 27.07 0 6.71 5 2.35E+00 3.2 0.236 6.17E+01
90.7 27.28 0 6.58 5.1 2.34E+00 3.21 0.235 6.21E+01 AT BOUNDARY(WATER SURFACE OR PYCNOCLINE)
Terminal level in stratified ambient has been reached. Plume width(ft) 21.1
Cumulativi travel time = 62.1462 sec ( 0.02 Horiz.Distance(ft) 89.5
END OF -CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
BEGIN MOD131: LAYER BOUNDAR LAYER APPROACH
Control volume inflow:
X V Z S C B TT
27.28 0 6.58 5.1 2.34E+00 3.21 6.21E+01
Profile definitions:
BV = Gaussian lie -37%vertical thickness
BH = Gaussian 1/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulativi travel time
Distance
Jfeet) X Y Z S C BV BH ZU ZL TT
87.7 24.07 0 13.72 5.1 2.34E+00 0 0 13.72 13.72 6.21E+01
90.5 25.03 0 13.72 5.1 2.34E+00 2.85 1.43 13.72 10.87 6.21E+01
93.4 25.99 0 13.72 5.1 2.34E+00 3.38 2.03 13.72 10.34 6.21E+01
96.3 26.95 0 13.72 5.1 2.34E+00 3.72 2.48 13.72 10 6.21E+01
99.2 27.92 0 13.72 5.1 2.32E+00 3.97 2.86 13.72 9.75 6.64E+01

case 02a
102.1 28.88 0 13.72 5.3 2.24E+00 4.15 3.2 13.72 9.56 7.28E+01
105.0 29.84 0 13.72 5.5 2.13E+00 4.3 3.51 13.72 9.42 7.92E+01
108.0 30.81 0 13.72 5.8 2.05E+00 4.4 3.79 13.72 9.32 8.56E+01
111.0 31.77 0 13.72 5.9 1.99E+00 4.47 4.05 13.72 9.24 9.20E+01 Default 10:1 Dilution(Per Wisconsin MZ Guidance)
113.9 32.73 0 13.72 6 1.97E+00 4.52 4.3 13.72 9.2 9.84E+01 Plume width(ft) 26.6
116.9 33.69 0 13.72 6.1 1.95E+00 4.53 4.53 13.72 9.19 1.05E+02 Horiz.Distance(ft) 104.2
Cumulativi travel time = 104.7738 sec ( 0.03 hrs)
END OF MOD131: LAYER BOUNDAR LAYER APPROACH
BEGIN MOD155: WEAKLY DEFLECTEI SURFACE/I PLUME
SURFACE/I PLUME into a co-flow (or counter-flow)
Profile definitions:
BV = Gaussian 1/e -37%vertical thickness
BH = Gaussian 1/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulativi travel time
Distance
)feet) X Y Z S C BV BH ZU ZL TT
116.9 33.69 0 13.72 6.1 1.95E+00 4.53 4.53 13.72 9.19 1.05E+02
123.0 35.66 0 13.72 8.4 1.40E+00 3.25 8.8 13.72 10.47 1.22E+02
129.2 37.62 0 13.72 10 1.18E+00 2.74 12.35 13.72 10.97 1.40E+02
135.3 39.59 0 13.72 11.2 1.05E+00 2.44 15.6 13.72 11.28 1.60E+02
141.5 41.55 0 13.72 12.3 9.59E-01 2.23 18.66 13.72 11.48 1.80E+02
147.8 43.52 0 13.72 13.2 8.92E-01 2.07 21.61 13.72 11.64 2.02E+02
154.0 45.48 0 13.72 14.1 8.38E-01 1.95 24.48 13.72 11.77 2.25E+02
160.3 47.45 0 13.72 14.9 7.93E-01 1.84 27.3 13.72 11.87 2.50E+02
166.5 49.41 0 13.72 15.6 7.56E-01 1.76 30.07 13.72 11.96 2.75E+02
172.8 51.38 0 13.72 16.3 7.24E-01 1.68 32.81 13.72 12.03 3.02E+02
177.0 52.7 16.8 34.6 3.21E+02 ACUTE MZ BOUNDARY(50 x DLS)
179.1 53.34 0 13.72 17 6.95E-01 1.62 35.53 13.72 12.1 3.30E+02 Plume width(ft) 227.2
185.4 55.31 -0 13.72 17.6 6.70E-01 1.56 38.23 13.72 12.16 3.59E+02
191.7 57.27 0 13.72 18.2 6.48E-01 1.51 40.92 13.72 12.21 3.90E+02
198.1 59.24 0 13.72 18.8 6.28E-01 1.46 43.6 13.72 12.26 4.21E+02
204.4 61.2 0 13.72 19.4 6.09E-01 1.42 46.28 13.72 12.3 4.54E+02
210.7 63.17 0 13.72 19.9 5.92E-01 1.38 48.95 13.72 12.34 4.88E+02
217.0 65.13 0 13.72 20.5 5.77E-01 1.34 51.61 13.72 12.37 5.23E+02
223.4 67.1 0 13.72 21 5.63E-01 1.31 54.28 13.72 12.41 5.60E+02
229.8 69.06 0 13.72 21.5 5.49E-01 1.28 56.94 13.72 12.44 5.97E+02
236.1 71.03 0 13.72 22 5.37E-01 1.25 59.61 13.72 12.47 6.36E+02
242.5 72.99 0 13.72 22.5 5.25E-01 1.22 62.28 13.72 12.49 6.76E+02
248.9 74.96 0 13.72 22.9 5.14E-01 1.2 64.95 13.72 12.52 7.18E+02
255.2 76.92 0 13.72 23.4 5.04E-01 1.17 67.62 13.72 12.54 7.60E+02
261.6 78.89 0 13.72 23.9 4.94E-01 1.15 70.3 13.72 12.57 8.04E+02
268.0 80.85 0 13.72 24.3 4.85E-01 1.13 72.98 13.72 12.59 8.49E+02
274.4 82.82 0 13.72 24.8 4.76E-01 1.11 75.66 13.72 12.61 8.95E+02
280.8 84.78 0 13.72 25.2 4.68E-01 1.09 78.35 13.72 12.63 9.42E+02
287.2 86.75 0 13.72 25.6 4.60E-01 1.07 81.05 13.72 12.65 9.91E+02
293.5 88.71 0 13.72 26.1 4.53E-01 1.05 83.75 13.72 12.66 1.04E+03
299.9 90.68 0 13.72 26.5 4.46E-01 1.04 86.45 13.72 12.68 1.09E+03
306.3 92.64 0 13.72 26.9 4.39E-01 1.02 89.16 13.72 12.7 1.14E+03
312.7 94.61 0 13.72 27.3 4.32E-01 1.01 91.88 13.72 12.71 1.20E+03
319.1 96.57 0 13.72 27.7 4.26E-01 0.99 94.6 13.72 12.72 1.25E+03
325.5 98.54 0 13.72 28.1 4.20E-01 0.98 97.33 13.72 12.74 1.31E+03
331.9 100.5 0 13.72 28.5 4.14E-01 0.96 100.06 13.72 12.75 1.36E+03
338.3 102.47 0 13.72 28.9 4.09E-01 0.95 102.8 13.72 12.77 1.42E+03
344.7 104.43 0 13.72 29.3 4.03E-01 0.94 105.54 13.72 12.78 1.48E+03
351.2 106.4 0 13.72 29.6 3.98E-01 0.93 108.29 13.72 12.79 1.54E+03
357.6 108.36 0 13.72 30 3.93E-01 0.91 111.04 13.72 12.8 1.60E+03
364.0 110.33 0 13.72 30.4 3.88E-01 0.9 113.81 13.72 12.81 1.67E+03
370.4 112.29 0 13.72 30.7 3.84E-01 0.89 116.57 13.72 12.82 1.73E+03
376.8 114.26 0 13.72 31.1 3.79E-01 0.88 119.35 13.72 12.83 1.80E+03
383.2 116.22 0 13.72 31.5 3.75E-01 0.87 122.13 13.72 12.84 1.86E+03
389.6 118.19 0 13.72 31.8 3.71E-01 0.86 124.91 13.72 12.85 1.93E+03
396.0 120.15 0 13.72 32.2 3.67E-01 0.85 127.7 13.72 12.86 2.00E+03
402.5 122.12 0 13.72 32.5 3.63E-01 0.84 130.5 13.72 12.87 2.07E+03
408.9 124.08 0 13.72 32.9 3.59E-01 0.83 133.3 13.72 12.88 2.14E+03
415.3 126.04 0 13.72 33.2 3.55E-01 0.83 136.11 13.72 12.89 2.22E+03

case 02a
421.7 128.01 0 13.72 33.6 3.52E-01 0.82 138.92 13.72 12.9 2.29E+03
428.1 129.97 0 13.72 33.9 3.48E-01 0.81 141.74 13.72 12.91 2.37E+03
434.6 131.94 0 13.72 34.2 3.45E-01 0.8 144.57 13.72 12.91 2.44E+03
441.0 133.9 0 13.72 34.6 3.41E-01 0.79 147.4 13.72 12.92 2.52E+03
447.4 135.87 0 13.72 34.9 3.38E-01 0.79 150.24 13.72 12.93 2.60E+03
453.8 137.83 0 13.72 35.2 3.35E-01 0.78 153.08 13.72 12.94 2.68E+03
460.3 139.8 0 13.72 35.6 3.32E-01 0.77 155.93 13.72 12.94 2.76E+03
466.7 141.76 0 13.72 35.9 3.29E-01 0.76 158.78 13.72 12.95 2.84E+03
473.1 143.73 0 13.72 36.2 3.26E-01 0.76 161.64 13.72 12.96 2.93E+03
479.5 145.69 0 13.72 36.5 3.23E-01 0.75 164.51 13.72 12.96 3.01E+03
486.0 147.66 0 13.72 36.8 3.20E-01 0.75 167.38 13.72 12.97 3.10E+03
492.4 149.62 0 13.72 37.2 3.18E-01 0.74 170.26 13.72 12.98 3.18E+03
498.8 151.59 0 13.72 37.5 3.15E-01 0.73 173.14 13.72 12.98 3.27E+03
505.2 153.55 0 13.72 37.8 3.12E-01 0.73 176.02 13.72 12.99 3.36E+03
511.7 155.52 0 13.72 38.1 3.10E-01 0.72 178.92 13.72 13 3.45E+03
518.1 157.48 0 13.72 38.4 3.07E-01 0.71 181.81 13.72 13 3.55E+03
524.5 159.45 0 13.72 38.7 3.05E-01 0.71 184.72 13.72 13.01 3.64E+03
530.9 161.41 0 13.72 39 3.03E-01 0.7 187.63 13.72 13.01 3.73E+03
537.4 163.38 0 13.72 39.3 3.00E-01 0.7 190.54 13.72 13.02 3.83E+03
543.8 165.34 0 13.72 39.6 2.98E-01 0.69 193.46 13.72 13.02 3.93E+03
550.3 167.31 0 13.72 39.9 2.96E-01 0.69 196.38 13.72 13.03 4.02E+03
556.7 169.27 0 13.72 40.2 2.94E-01 0.68 199.31 13.72 13.03 4.12E+03
563.1 171.24 0 13.72 40.5 2.91E-01 0.68 202.24 13.72 13.04 4.22E+03
569.5 173.2 0 13.72 40.8 2.89E-01 0.67 205.18 13.72 13.04 4.33E+03
576.0 175.17 0 13.72 41.1 2.87E-01 0.67 208.13 13.72 13.05 4.43E+03
582.4 177.13 0 13.72 41.4 2.85E-01 0.66 211.08 13.72 13.05 4.53E+03
588.9 179.1 0 13.72 41.7 2.83E-01 0.66 214.03 13.72 13.06 4.64E+03
595.3 181.06 0 13.72 41.9 2.81E-01 0.65 216.99 13.72 13.06 4.75E+03
601.7 183.03 0 13.72 42.2 2.79E-01 0.65 219.95 13.72 13.07 4.85E+03
608.1 184.99 0 13.72 42.5 2.78E-01 0.65 222.92 13.72 13.07 4.96E+03
614.6 186.96 0 13.72 42.8 2.76E-01 0.64 225.9 13.72 13.07 5.07E+03
621.0 188.92 0 13.72 43.1 2.74E-01 0.64 228.87 13.72 13.08 5.18E+03
627.5 190.89 0 13.72 43.4 2.72E-01 0.63 231.86 13.72 13.08 5.30E+03
633.9 192.85 0 13.72 43.6 2.70E-01 0.63 234.85 13.72 13.09 5.41E+03
640.3 194.82 0 13.72 43.9 2.69E-01 0.63 237.84 13.72 13.09 5.53E+03
646.8 196.78 0 13.72 44.2 2.67E-01 0.62 240.84 13.72 13.09 5.64E+03
653.2 198.75 0 13.72 44.5 2.65E-01 0.62 243.84 13.72 13.1 5.76E+03
659.6 200.71 0 13.72 44.7 2.64E-01 0.61 246.84 13.72 13.1 5.88E+03
666.1 202.68 0 13.72 45 2.62E-01 0.61 249.85 13.72 13.11 6.00E+03
672.5 204.64 0 13.72 45.3 2.61E-01 0.61 252.87 13.72 13.11 6.12E+03
679.0 206.61 0 13.72 45.5 2.59E-01 0.6 255.89 13.72 13.11 6.24E+03
685.4 208.57 0 13.72 45.8 2.58E-01 0.6 258.91 13.72 13.12 6.37E+03
691.8 210.54 0 13.72 46.1 2.56E-01 0.6 261.94 13.72 13.12 6.49E+03
698.2 212.5 0 13.72 46.3 2.55E-01 0.59 264.98 13.72 13.12 6.62E+03
704.7 214.47 0 13.72 46.6 2.53E-01 0.59 268.01 13.72 13.13 6.74E+03
711.1 216.43 0 13.72 46.9 2.52E-01 0.59 271.06 13.72 13.13 6.87E+03
717.6 218.4 0 13.72 47.1 2.50E-01 0.58 274.1 13.72 13.13 7.00E+03
724.0 220.36 0 13.72 47.4 2.49E-01 0.58 277.15 13.72 13.14 7.13E+03
730.5 222.33 0 13.72 47.7 2.48E-01 0.58 280.21 13.72 13.14 7.27E+03
736.9 224.29 0 13.72 47.9 2.46E-01 0.57 283.27 13.72 13.14 7.40E+03
743.3 226.25 0 13.72 48.2 2.45E-01 0.57 286.33 13.72 13.15 7.53E+03
749.8 228.22 0 13.72 48.4 2.44E-01 0.57 289.4 13.72 13.15 7.67E+03
756.2 230.18 0 13.72 48.7 2.42E-01 0.56 292.47 13.72 13.15 7.81E+03 EDGE OF DISCHARGE INDUCED MIXING:
Cumulative travel time = 7805.495 sec ( 2.17 hrs) Plume width(ft) 1919
Horiz.Distance(ft) 755.2
END OF MOD155: WEAKLY DEFLECTEE SURFACE/I PLUME
BEGIN MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
SPECIAL CO-FLOWI COUNTER-OR VERTICAL DISCHARG CASE:
THIS FLOW REGION DOES NOT OCCUR.
END OF MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
•' End of NEAR-FIEL REGION (NFR) •'
The initial plume WIDTH values in the next far-field module will be
CORRECTE by a factor 3.75 to conserve the mass flux in the far-field!
The correction factor is quite large because of the small ambient velocity
relative to the strong mixing characters:of the discharge!
This indicates localized RECIRCULF REGIONS and INTERNAL HYDRAULI'JUMPS.
Width prediction:show discontinu Dilution values should be acceptable.
Some BOUNDAR INTERACTI with both banks occurs at end of near-field.

case 02a
The dilution values in one or more of the preceding zones may be too high.
Carefully evaluate results in near-field and check degree of interaction.
BEGIN MOD181: MIXED PLUME/BC CHANNEL/UPSTREAN WEDGE INTRUSION
An UPSTREAP INTRUDINi WEDGE is formed along the surface/pycnocline.
UPSTREAIy WEDGE INTRUSIOP PROPERTII in bounded channel (laterally uniform):
Wedge length = 200824.2 m
X-Position of wedge tip = -200594 m
Thickness at discharge (end of NFR) = 9.26 m
(Wedge thickness gradually decreases to zero at wedge tip.)
In this case, the upstream INTRUSIOP 15 VERY LARGE, exceeding 10 times
the local water depth.
This may be caused by a very small ambient velocity, perhaps in combination
with large discharge buoyancy.
If the ambient conditions are strongly transient (e.g. tidal), then the
CORMIX steady-sta prediction:of upstream intrusion are probably
unrealistic.
The plume prediction:prior to boundary impingemf and wedge formation
will be acceptable however.
X Y Z S C BV BH ZU ZL TT
230.18 250 13.72 48.7 2.42E-01 9.26 500 13.72 4.45 7.81E+03
Cumulativi travel time = 7805.515 sec ( 2.17 hrs)
Flow is LATERALLY MIXED over the channel width.
END OF MOD181: MIXED PLUME/BC CHANNEL/UPSTREAM WEDGE INTRUSION
BEGIN MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEI AMBIENT
Vertical diffusivity (initial value) = 1.36E-09 m^2/s
Horizontal diffusivity (initial value) = 7.56E-03 m^2/s
Profile definitions:
BV = Gaussian s.d.*sgrt(p -46%thickness, measured vertically
= or equal to layer depth, if fully mixed
BH = Gaussian s.d.*sqrt(p -46%half-width,
measured horizontall in Y-direction
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulatiwtravel time
Plume Stage 2 (bank attached):
X Y Z S C BV BH ZU ZL TT
230.18 250 13.72 48.7 2.42E-01 9.26 500 13.72 4.45 7.81E+03
277.88 250 13.72 48.7 2.42E-01 9.26 500 13.72 4.45 1.26E+04
325.58 250 13.72 48.7 2.42E-01 9.26 500 13.72 4.45 1.73E+04
373.28 250 13.72 48.7 2.41E-01 9.26 500 13.72 4.45 2.21E+04
420.98 250 13.72 48.7 2.41E-01 9.26 500 13.72 4.45 2.69E+04
468.68 250 13.72 48.7 2.41E-01 9.26 500 13.72 4.45 3.17E+04
516.37 250 13.72 48.7 2.40E-01 9.26 500 13.72 4.45 3.64E+04
564.07 250 13.72 48.7 2.40E-01 9.26 500 13.72 4.45 4.12E+04
611.77 250 13.72 48.7 2.39E-01 9.26 500 13.72 4.45 4.60E+04
659.47 250 13.72 48.7 2.39E-01 9.26 500 13.72 4.45 5.07E+04
I 707.17 250 13.72 48.7 2.39E-01 9.26 500 13.72 4.45 5.55E+04
754.86 250 13.72 48.7 2.38E-01 9.26 500 13.72 4.45 6.03E+04
802.56 250 13.72 48.7 2.38E-01 9.26 500 13.72 4.45 6.50E+04
850.26 250 13.72 48.7 2.38E-01 9.26 500 13.72 4.45 6.98E+04
897.96 250 13.72 48.7 2.37E-01 9.26 500 13.72 4.45 7.46E+04
945.66 250 13.72 48.7 2.37E-01 9.26 500 13.72 4.45 7.94E+04
993.36 250 13.72 48.7 2.37E-01 9.26 500 13.72 4.45 8.41E+04
1041.05 250 13.72 48.7 2.36E-01 9.26 500 13.72 4.45 8.89E+04
1088.75 250 13.72 48.7 2.36E-01 9.26 500 13.72 4.45 9.37E+04
1136.45 250 13.72 48.7 2.36E-01 9.26 500 13.72 4.45 9.84E+04
1184.15 250 13.72 48.7 2.35E-01 9.26 500 13.72 4.45 1.03E+05
1231.85 250 13.72 48.7 2.35E-01 9.26 500 13.72 4.45 1.08E+05
1279.54 250 13.72 48.7 2.34E-01 9.26 500 13.72 4.45 1.13E+05
1327.24 250 13.72 48.7 2.34E-01 9.26 500 13.72 4.45 1.18E+05
1374.94 250 13.72 48.7 2.34E-01 9.26 500 13.72 4.45 1.22E+05

case 02a
1422.64 250 13.72 48.7 2.33E-01 9.26 500 13.72 4.45 1.27E+05
1470.34 250 13.72 48.7 2.33E-01 9.26 500 13.72 4.45 1.32E+05
1518.03 250 13.72 48.7 2.33E-01 9.26 500 13.72 4.45 1.37E+05
1565.73 250 13.72 48.7 2.32E-01 9.26 500 13.72 4.45 1.41E+05
1613.43 250 13.72 48.7 2.32E-01 9.26 500 13.72 4.45 1.46E+05
1661.13 250 13.72 48.7 2.32E-01 9.26 500 13.72 4.45 1.51E+05
1708.83 250 13.72 48.7 2.31E-01 9.26 500 13.72 4.45 1.56E+05
1756.53 250 13.72 48.7 2.31E-01 9.26 500 13.72 4.45 1.60E+05
1804.22 250 13.72 48.7 2.31E-01 9.26 500 13.72 4.45 1.65E+05
1851.92 250 13.72 48.7 2.30E-01 9.26 500 13.72 4.45 1.70E+05
1899.62 250 13.72 48.7 2.30E-01 9.26 500 13.72 4.45 1.75E+05
1947.32 250 13.72 48.7 2.30E-01 9.26 500 13.72 4.45 1.80E+05
1995.02 250 13.72 48.7 2.29E-01 9.26 500 13.72 4.45 1.84E+05
2042.71 250 13.72 48.7 2.29E-01 9.26 500 13.72 4.45 1.89E+05
2090.41 250 13.72 48.7 2.29E-01 9.26 500 13.72 4.45 1.94E+05
2138.11 250 13.72 48.7 2.28E-01 9.26 500 13.72 4.45 1.99E+05
2185.81 250 13.72 48.7 2.28E-01 9.26 500 13.72 4.45 2.03E+05
2233.51 250 13.72 48.7 2.28E-01 9.26 500 13.72 4.45 2.08E+05
2281.21 250 13.72 48.7 2.27E-01 9.26 500 13.72 4.45 2.13E+05
2328.9 250 13.72 48.7 2.27E-01 9.26 500 13.72 4.45 2.18E+05
2376.6 250 13.72 48.7 2.27E-01 9.26 500 13.72 4.45 2.22E+05
2424.3 250 13.72 48.7 2.26E-01 9.26 500 13.72 4.45 2.27E+05
2472 250 13.72 48.7 2.26E-01 9.26 500 13.72 4.45 2.32E+05
2519.7 250 13.72 48.7 2.26E-01 9.26 500 13.72 4.45 2.37E+05
2567.39 250 13.72 48.7 2.25E-01 9.26 500 13.72 4.45 2.42E+05
2615.09 250 13.72 48.7 2.25E-01 9.26 500 13.72 4.45 2.46E+05
2662.79 250 13.72 48.7 2.25E-01 9.26 500 13.72 4.45 2.51E+05
2710.49 250 13.72 48.7 2.24E-01 9.26 500 13.72 4.45 2.56E+05
2758.19 250 13.72 48.7 2.24E-01 9.26 500 13.72 4.45 2.61E+05
2805.89 250 13.72 48.7 2.24E-01 9.26 500 13.72 4.45 2.65E+05
2853.58 250 13.72 48.7 2.23E-01 9.26 500 13.72 4.45 2.70E+05
2901.28 250 13.72 48.7 2.23E-01 9.26 500 13.72 4.45 2.75E+05
2948.98 250 13.72 48.7 2.23E-01 9.26 500 13.72 4.45 2.80E+05
2996.68 250 13.72 48.7 2.22E-01 9.26 500 13.72 4.45 2.84E+05
3044.38 250 13.72 48.7 2.22E-01 9.26 500 13.72 4.45 2.89E+05
3092.08 250 13.72 48.7 2.22E-01 9.26 500 13.72 4.45 2.94E+05
3139.77 250 13.72 48.7 2.21E-01 9.26 500 13.72 4.45 2.99E+05
3187.47 250 13.72 48.7 2.21E-01 9.26 500 13.72 4.45 3.04E+05
3235.17 250 13.72 48.7 2.21E-01 9.26 500 13.72 4.45 3.08E+05
3282.87 250 13.72 48.7 2.20E-01 9.26 500 13.72 4.45 3.13E+05
3330.57 250 13.72 48.7 2.20E-01 9.26 500 13.72 4.45 3.18E+05
3378.26 250 13.72 48.7 2.20E-01 9.26 500 13.72 4.45 3.23E+05
3425.96 250 13.72 48.7 2.19E-01 9.26 500 13.72 4.45 3.27E+05
3473.66 250 13.72 48.7 2.19E-01 9.26 500 13.72 4.45 3.32E+05
3521.36 250 13.72 48.7 2.19E-01 9.26 500 13.72 4.45 3.37E+05
3569.06 250 13.72 48.7 2.18E-01 9.26 500 13.72 4.45 3.42E+05
3616.76 250 13.72 48.7 2.18E-01 9.26 500 13.72 4.45 3.46E+05
3664.45 250 13.72 48.7 2.18E-01 9.26 500 13.72 4.45 3.51E+05
3712.15 250 13.72 48.7 2.17E-01 9.26 500 13.72 4.45 3.56E+05
3759.85 250 13.72 48.7 2.17E-01 9.26 500 13.72 4.45 3.61E+05
3807.55 250 13.72 48.7 2.17E-01 9.26 500 13.72 4.45 3.66E+05
3855.25 250 13.72 48.7 2.16E-01 9.27 500 13.72 4.45 3.70E+05
3902.95 250 13.72 48.7 2.16E-01 9.27 500 13.72 4.45 3.75E+05
3950.64 250 13.72 48.7 2.16E-01 9.27 500 13.72 4.45 3.80E+05
3998.34 250 13.72 48.7 2.15E-01 9.27 500 13.72 4.45 3.85E+05
4046.04 250 13.72 48.7 2.15E-01 9.27 500 13.72 4.45 3.89E+05
4093.74 250 13.72 48.7 2.15E-01 9.27 500 13.72 4.45 3.94E+05
4141.44 250 13.72 48.7 2.14E-01 9.27 500 13.72 4.45 3.99E+05
4189.13 250 13.72 48.7 2.14E-01 9.27 500 13.72 4.45 4.04E+05
4236.83 250 13.72 48.7 2.14E-01 9.27 500 13.72 4.45 4.08E+05
4284.53 250 13.72 48.7 2.13E-01 9.27 500 13.72 4.45 4.13E+05
4332.23 250 13.72 48.7 2.13E-01 9.27 500 13.72 4.45 4.18E+05
4379.93 250 13.72 48.7 2.13E-01 9.27 500 13.72 4.45 4.23E+05
4427.63 250 13.72 48.7 2.12E-01 9.27 500 13.72 4.45 4.28E+05
4475.32 250 13.72 48.7 2.12E-01 9.27 500 13.72 4.45 4.32E+05
4523.02 250 13.72 48.7 2.12E-01 9.27 500 13.72 4.45 4.37E+05
4570.72 250 13.72 48.7 2.12E-01 9.27 500 13.72 4.45 4.42E+05
4618.42 250 13.72 48.7 2.11E-01 9.27 500 13.72 4.45 4.47E+05
4666.12 250 13.72 48.7 2.11E-01 9.27 500 13.72 4.45 4.51E+05
4713.82 250 13.72 48.7 2.11E-01 9.27 500 13.72 4.45 4.56E+05
4761.51 250 13.72 48.7 2.10E-01 9.27 500 13.72 4.45 4.61E+05
4809.21 250 13.72 48.7 2.10E-01 9.27 500 13.72 4.45 4.66E+05
4856.91 250 13.72 48.7 2.10E-01 9.27 500 13.72 4.45 4.70E+05
4904.61 250 13.72 48.7 2.09E-01 9.27 500 13.72 4.45 4.75E+05

case 02a
4952.31 250 13.72 48.7 2.09E-01 9.27 500 13.72 4.45 4.80E+05
5000 250 13.72 48.7 2.09E-01 9.27 500 13.72 4.45 4.85E+05
Cumulativi travel time = 484787.1 sec ( 134.66 hrs)
Note:
CORM IX is a steady state model and assumes discharge and ambient conditions do not vary
over time. The predicted plume cumulatiw travel time exceeds 48 hours at this trajectory
distance. Keep in mind that ambient and discharge conditions are likely to vary over
large space and time scales. Prediction:at such large space and time scales may be
inconsistei with CORMIX modeling assumptions.
Please carefully evaluate your simulation results and limit model interpretat to space
and time scales consistent with steady state assumptio and ambient schematization.
Simulation limit based on maximum specified distance = 5000 m.
This is the REGION OF INTEREST limitation.
END OF MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEI AMBIENT
CORMIX1:Single Port Discharges End of Prediction File
1.11E+94

case 02b
CORMIX1 PREDICTIC FILE:
1.11E+94
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX1:Single Port Discharges
CORMIX Version 11.0GTS
HYDRO1 Version 11.0.1.0 August 2019
CASE DESCRIPTION
Site name/labe Harris Reservoir (HNP Outfall 006)
Design case: 02b
FILE NAME: \\S...S\Dull Energy\Mc Files\HNP006-02.prd
Time stamp: 12/18/2019--13:58:12
ENVIRONM1 PARAMETI(metric units)
Bounded section
BS = 500 AS = 6858 OA = 68.58 ICHREG= 1
HA = 13.72 HD = 13.72
UA = 0.01 F = 0.013 USTAR 0.000405
UW = 2 UWSTAR=0.2198E-02
Density stratified environment
STRCND= A RHOAM = 998.3328
RHOAS = 997.4196 RHOAB = 999.246 RHOAHO= 998.3328 E 0.001307
DISCHARG PARAMETI(metric units)
BANK = LEFT DISTB = 250
DO = 1.219 AO = 1.167 HO = 2.13 SUBO = 11.58
THETA = 0 SIGMA = 0
UO = 0.595 QO = 0.695 0.6949
RHO0 = 996.4307 DRHOO 1.902 GPO 0.01868
CO 11.8 CUNITS= deg.0
!POLL = 3 KS 4.3E-06 KD 0
FLUX VARIABLE'(metric units)
Q0 0.6949 MO 0.4136 JO 0.01298 SIGNJO= 1
Associatec length scales (meters)
LQ = 1.08 LM = 4.53 Lm = 64.31 Lb = 12983.31
Lmp = 99999 Lbp = 99999
NON-DIME PARAMETERS
FRO = 3.94 R = 59.52
FLOW CLASSIFICATION
1.11E+47
1 Flow class (CORMIX1= H4-0 1
1 Applicable layer depth HS = 13.72 1
1 Limiting Dilution S =QA/Q0= 99.69 1
1.11E+47
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO 11.8 CUNITS= deg.0
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 5000 XMAX = 5000
X-Y-Z COORDINt SYSTEM:
ORIGIN is located at the bottom and below the center of the port:
250 m from the LEFT bank/shore.
X-axis points downstrea Y-axis points to left, Z-axis points upward.
NSTEP = 100 display intervals per module
NOTE on dilution/cc values for this HEATED DISCHARG(IPOLL=3):
S = hydrodyna dilutions, include buoyancy (heat) loss effects, but
provided plume has surface contact
C = corresponi temperatu values (in deg.C!) include heat loss,
if any
BEGIN MOD101: DISCHARG MODULE
X V Z S C B Uc TT
0 0 2.13 1 1.18E+01 0.61 0.585 0.00E+00

case 02b
END OF MOD101: DISCHARG MODULE
BEGIN CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
Jet/plume transition motion in weak crossflow.
Zone of flow establishmTHETAE= 0 SIGMAE= 0
LE = 4.97 XE = 4.97 YE = 0 ZE = 2.13
Profile definitions:
B = Gaussian 1/e -37%half-width,normal to trajectory
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
Uc = Local centerline excess velocity (above ambient)
TT = Cumulative travel time
Distance
(feet) X Y Z S C B Uc TT
0.0 0 0 2.13 1 1.18E+01 0.61 0.585 0.00E+00
16.3 4.97 0 2.13 1 1.18E+01 0.62 0.585 1.21E-01
17.0 5.17 0 2.14 1 1.18E+01 0.64 0.585 3.69E-01
17.6 5.36 0 2.14 1 1.18E+01 0.66 0.585 6.25E-01
18.2 5.56 0 2.15 1 1.18E+01 0.68 0.585 8.89E-01
18.9 5.76 0 2.16 1 1.18E+01 0.71 0.585 1.16E+00
19.6 5.96 0 2.18 1 1.17E+01 0.73 0.585 1.44E+00
20.2 6.15 0 2.2 1 1.14E+01 0.75 0.585 1.73E+00
20.8 6.35 0 2.23 1.1 1.10E+01 0.77 0.585 2.02E+00
21.5 6.54 0 2.26 1.1 1.07E+01 0.79 0.585 2.33E+00
22.1 6.74 0 2.29 1.1 1.04E+01 0.81 0.585 2.64E+00
22.7 6.93 0 2.33 1.2 1.01E+01 0.83 0.585 2.96E+00
23.4 7.12 0 2.37 1.2 9.83E+00 0.85 0.585 3.28E+00
24.0 7.32 0 2.41 1.2 9.56E+00 0.88 0.58 3.62E+00
24.7 7.51 0 2.46 1.3 9.29E+00 0.9 0.568 3.96E+00
25.3 7.7 0 2.52 1.3 9.04E+00 0.92 0.556 4.31E+00
25.9 7.89 0 2.58 1.3 8.80E+00 0.94 0.545 4.66E+00
26.5 8.07 0 2.64 1.4 8.56E+00 0.96 0.535 5.02E+00
27.2 8.26 0 2.71 1.4 8.34E+00 0.98 0.526 5.39E+00
27.8 8.44 0 2.78 1.5 8.12E+00 1 0.517 5.76E+00
28.4 8.63 0 2.85 1.5 7.91E+00 1.03 0.508 6.14E+00
29.0 8.81 0 2.93 1.5 7.71E+00 1.05 0.5 6.53E+00
29.6 8.99 0 3.01 1.6 7.51E+00 1.07 0.492 6.92E+00
30.3 9.17 0 3.1 1.6 7.32E+00 1.09 0.485 7.32E+00
30.8 9.34 0 3.19 1.7 7.14E+00 1.11 0.478 7.72E+00
31.5 9.52 0 3.28 1.7 6.97E+00 1.13 0.472 8.13E+00
32.1 9.69 0 3.37 1.7 6.80E+00 1.16 0.465 8.55E+00
32.6 9.86 0 3.47 1.8 6.63E+00 1.18 0.459 8.97E+00
33.2 10.03 0 3.57 1.8 6.48E+00 1.2 0.453 9.40E+00
33.9 10.2 0 3.68 1.9 6.32E+00 1.22 0.448 9.83E+00
34.4 10.36 0 3.79 1.9 6.18E+00 1.24 0.442 1.03E+01
35.0 10.53 0 3.9 2 6.04E+00 1.27 0.437 1.07E+01
35.6 10.69 0 4.01 2 5.90E+00 1.29 0.432 1.12E+01
36.2 10.85 0 4.12 2 5.77E+00 1.31 0.427 1.16E+01
36.8 11.01 0 4.24 2.1 5.65E+00 1.33 0.422 1.21E+01
37.4 11.17 0 4.35 2.1 5.53E+00 1.35 0.417 1.25E+01
38.0 11.33 0 4.47 2.2 5.41E+00 1.38 0.412 1.30E+01
38.5 11.48 0 4.6 2.2 5.30E+00 1.4 0.407 1.35E+01
39.1 11.64 0 4.72 2.3 5.20E+00 1.42 0.403 1.40E+01
39.7 11.79 0 4.84 2.3 5.09E+00 1.44 0.398 1.44E+01
40.3 11.94 0 4.97 2.4 5.00E+00 1.47 0.393 1.49E+01
40.9 12.1 0 5.1 2.4 4.90E+00 1.49 0.389 1.54E+01
41.5 12.25 0 5.22 2.5 4.81E+00 1.51 0.384 1.59E+01
42.0 12.39 0 5.35 2.5 4.73E+00 1.53 0.379 1.64E+01
42.6 12.54 0 5.48 2.5 4.64E+00 1.56 0.375 1.70E+01
43.2 12.69 0 5.61 2.6 4.57E+00 1.58 0.37 1.75E+01
43.8 12.84 0 5.75 2.6 4.49E+00 1.6 0.365 1.80E+01
44.4 12.99 0 5.88 2.7 4.42E+00 1.63 0.361 1.85E+01
44.9 13.13 0 6.01 2.7 4.35E+00 1.65 0.356 1.91E+01
45.5 13.28 0 6.14 2.8 4.28E+00 1.67 0.351 1.96E+01
46.1 13.43 0 6.27 2.8 4.22E+00 1.7 0.346 2.02E+01
46.7 13.57 0 6.41 2.8 4.16E+00 1.72 0.341 2.08E+01
47.3 13.72 0 6.54 2.9 4.11E+00 1.74 0.336 2.13E+01
47.9 13.87 0 6.67 2.9 4.06E+00 1.77 0.331 2.19E+01
48.5 14.01 0 6.8 2.9 4.01E+00 1.79 0.326 2.25E+01
49.1 14.16 0 6.93 3 3.96E+00 1.81 0.321 2.31E+01

case 02b
49.7 14.31 0 7.06 3 3.92E+00 1.84 0.316 2.37E+01
50.3 14.46 0 7.19 3 3.87E+00 1.86 0.31 2.43E+01
50.9 14.61 0 7.32 3.1 3.84E+00 1.89 0.305 2.49E+01
51.5 14.76 0 7.45 3.1 3.80E+00 1.91 0.299 2.56E+01
52.1 14.91 0 7.57 3.1 3.76E+00 1.94 0.293 2.62E+01
52.7 15.07 0 7.7 3.2 3.72E+00 1.97 0.287 2.69E+01
53.3 15.22 0 7.82 3.2 3.68E+00 2 0.28 2.76E+01
53.9 15.38 0 7.94 3.2 3.64E+00 2.04 0.273 2.83E+01
54.6 15.54 0 8.05 3.3 3.60E+00 2.07 0.266 2.90E+01
55.2 15.71 0 8.16 3.3 3.56E+00 2.11 0.259 2.97E+01
55.8 15.87 0 8.27 3.3 3.52E+00 2.15 0.252 3.05E+01
56.5 16.04 0 8.38 3.4 3.48E+00 2.19 0.244 3.13E+01
57.1 16.21 0 8.48 3.4 3.45E+00 2.23 0.237 3.21E+01
57.7 16.38 0 8.57 3.5 3.41E+00 2.27 0.23 3.29E+01
58.4 16.56 0 8.66 3.5 3.37E+00 2.32 0.222 3.37E+01
59.1 16.74 0 8.74 3.5 3.34E+00 2.36 0.216 3.46E+01
59.7 16.92 0 8.81 3.6 3.30E+00 2.4 0.209 3.55E+01
60.3 17.11 0 8.88 3.6 3.27E+00 2.44 0.203 3.64E+01
61.0 17.3 0 8.93 3.6 3.24E+00 2.48 0.198 3.74E+01
61.6 17.49 0 8.97 3.7 3.21E+00 2.52 0.193 3.83E+01
62.3 17.69 0 9 3.7 3.18E+00 2.55 0.19 3.93E+01
62.9 17.88 0 9.02 3.7 3.15E+00 2.57 0.187 4.03E+01
Maximum jet height has been reached.
63.5 18.08 0 9.03 3.8 3.12E+00 2.59 0.186 4.13E+01
64.1 18.28 0 9.02 3.8 3.10E+00 2.61 0.185 4.23E+01
64.7 18.47 0 9 3.8 3.07E+00 2.62 0.186 4.34E+01
65.2 18.67 0 8.97 3.9 3.05E+00 2.62 0.187 4.44E+01
65.8 18.86 0 8.93 3.9 3.02E+00 2.63 0.189 4.54E+01
66.3 19.05 0 8.87 3.9 3.00E+00 2.63 0.191 4.63E+01
66.8 19.24 0 8.81 4 2.97E+00 2.62 0.194 4.73E+01
67.3 19.42 0 8.73 4 2.94E+00 2.62 0.197 4.83E+01
67.8 19.6 0 8.65 4 2.92E+00 2.62 0.2 4.92E+01
68.2 19.77 0 8.56 4.1 2.89E+00 2.62 0.202 5.02E+01
68.7 19.95 0 8.46 4.1 2.86E+00 2.61 0.205 5.11E+01
69.1 20.12 0 8.36 4.2 2.84E+00 2.61 0.208 5.20E+01
69.5 20.28 0 8.25 4.2 2.81E+00 2.62 0.21 5.29E+01
69.9 20.44 0 8.14 4.2 2.78E+00 2.62 0.212 5.38E+01
70.3 20.6 0 8.02 4.3 2.75E+00 2.63 0.213 5.47E+01
70.7 20.76 0 7.9 4.3 2.73E+00 2.64 0.214 5.56E+01
71.1 20.92 0 7.78 4.4 2.70E+00 2.65 0.215 5.65E+01
71.5 21.07 0 7.66 4.4 2.67E+00 2.66 0.215 5.74E+01
71.8 21.22 0 7.53 4.5 2.64E+00 2.68 0.214 5.83E+01
72.2 21.37 0 7.4 4.5 2.61E+00 2.7 0.213 5.92E+01
72.6 21.53 0 7.28 4.6 2.58E+00 2.73 0.212 6.01E+01
73.0 21.68 0 7.15 4.6 2.55E+00 2.75 0.21 6.10E+01
73.4 21.83 0 7.02 4.7 2.53E+00 2.78 0.208 6.19E+01
73.8 21.98 0 6.89 4.7 2.52E+00 2.79 0.207 6.23E+01 AT BOUNDARY(WATER SURFACE OR PYCNOCLINE)
Terminal level in stratified ambient has been reached. Plume width(ft) 18.3
Cumulativi travel time = 62.3464 sec ( 0.02 Horiz.Distance(ft) 72.1
END OF CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
BEGIN MOD131: LAYER BOUNDAR LAYER APPROACH
Control volume inflow:
X Y Z S C B TT
21.98 0 6.89 4.7 2.52E+00 2.79 6.23E+01
Profile definitions:
BV = Gaussian l/e -37%vertical thickness
BH = Gaussian l/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulativi travel time
Distance
jfeet) X Y Z S C BV BH ZU ZL TT
73.6 19.19 0 13.72 4.7 2.52E+00 0 0 13.72 13.72 6.23E+01
75.9 20.02 0 13.72 4.7 2.52E+00 2.47 1.24 13.72 11.24 6.23E+01
78.3 20.86 0 13.72 4.7 2.52E+00 2.93 1.76 13.72 10.78 6.23E+01
80.7 21.7 0 13.72 4.7 2.52E+00 3.23 2.15 13.72 10.49 6.23E+01
83.1 22.53 0 13.72 4.7 2.49E+00 3.44 2.49 13.72 10.27 6.65E+01

case 02b
85.6 23.37 0 13.72 5 2.36E+00 3.61 2.78 13.72 10.11 7.28E+01
88.1 24.21 0 13.72 5.3 2.21E+00 3.73 3.05 13.72 9.99 7.91E+01
90.5 25.04 0 13.72 5.7 2.09E+00 3.82 3.29 13.72 9.9 8.54E+01
93.0 25.88 0 13.72 5.9 2.01E+00 3.88 3.52 13.72 9.83 9.16E+01 Default 10:1 Dilution(Per Wisconsin MZ Guidance)
95.6 26.72 0 13.72 6 1.97E+00 3.92 3.73 13.72 9.8 9.79E+01 Plume width(ft) 23.1
98.1 27.55 0 13.72 6.1 1.94E+00 3.93 3.93 13.72 9.78 1.04E+02 Horiz.Distance(ft) 84.9
Cumulativi travel time = 104.2062 sec ( 0.03 hrs)
END OF MOD131: LAYER BOUNDAR LAYER APPROACH
BEGIN MOD155: WEAKLY DEFLECTEL SURFACE/I PLUME
SURFACE/I PLUME into a co-flow (or counter-flow)
Profile definitions:
BV = Gaussian l/e -37%vertical thickness
BH = Gaussian l/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentrai(includes reaction effects, if any)
TT = Cumulativi travel time
Distance
(feet) X Y Z S C BV BH ZU ZL TT
98.1 27.55 0 13.72 6.1 1.94E+00 3.93 3.93 13.72 9.79 1.04E+02
102.4 28.97 0 13.72 8.2 1.44E+00 2.9 7.21 13.72 10.81 1.17E+02
106.7 30.38 0 13.72 9.7 1.22E+00 2.47 9.98 13.72 11.25 1.30E+02
111.0 31.8 0 13.72 10.8 1.09E+00 2.2 12.53 13.72 11.51 1.44E+02
115.4 33.21 0 13.72 11.8 9.98E-01 2.02 14.93 13.72 11.7 1.59E+02
119.8 34.63 0 13.72 12.7 9.28E-01 1.88 17.25 13.72 11.84 1.74E+02
124.2 36.04 0 13.72 13.5 8.73E-01 1.77 19.51 13.72 11.95 1.91E+02
128.7 37.46 0 13.72 14.3 8.27E-01 1.67 21.73 13.72 12.04 2.09E+02
133.1 38.87 0 13.72 15 7.88E-01 1.59 23.91 13.72 12.12 2.27E+02
137.6 40.29 0 13.72 15.6 7.55E-01 1.53 26.08 13.72 12.19 2.46E+02
142.0 41.7 0 13.72 16.3 7.26E-01 1.47 28.22 13.72 12.25 2.66E+02
146.5 43.12 0 13.72 16.9 7.00E-01 1.42 30.35 13.72 12.3 2.87E+02
151.0 44.53 0 13.72 17.4 6.76E-01 1.37 32.48 13.72 12.35 3.09E+02
155.5 45.95 0 13.72 18 6.55E-01 1.33 34.59 13.72 12.39 3.32E+02
160.0 47.37 0 13.72 18.5 6.36E-01 1.29 36.7 13.72 12.43 3.56E+02
164.5 48.78 0 13.72 19.1 6.19E-01 1.25 38.81 13.72 12.46 3.80E+02
169.0 50.2 0 13.72 19.6 6.03E-01 1.22 40.92 13.72 12.5 4.06E+02
173.5 51.61 0 13.72 20.1 5.88E-01 1.19 43.02 13.72 12.53 4.32E+02
177.0 52.7 20.5 44.6 4.52E+02 ACUTE MZ BOUNDARY(50 x DLS)
178.1 53.03 0 13.72 20.6 5.74E-01 1.16 45.13 13.72 12.56 4.59E+02 Plume width(ft) 292.8
182.6 54.44 0 13.72 21 5.61E-01 1.13 47.23 13.72 12.58 4.87E+02
187.2 55.86 0 13.72 21.5 5.49E-01 1.11 49.34 13.72 12.61 5.16E+02
191.7 57.27 0 13.72 22 5.37E-01 1.09 51.45 13.72 12.63 5.46E+02
196.3 58.69 0 13.72 22.4 5.27E-01 1.07 53.56 13.72 12.65 5.76E+02
200.8 60.1 0 13.72 22.8 5.17E-01 1.05 55.67 13.72 12.67 6.08E+02
205.4 61.52 0 13.72 23.3 5.07E-01 1.03 57.79 13.72 12.69 6.40E+02
209.9 62.93 0 13.72 23.7 4.98E-01 1.01 59.91 13.72 12.71 6.73E+02
214.5 64.35 0 13.72 24.1 4.89E-01 0.99 62.04 13.72 12.73 7.07E+02
219.1 65.76 0 13.72 24.5 4.81E-01 0.97 64.17 13.72 12.74 7.42E+02
223.7 67.18 0 13.72 24.9 4.73E-01 0.96 66.3 13.72 12.76 7.78E+02
228.2 68.59 0 13.72 25.3 4.66E-01 0.94 68.44 13.72 12.77 8.15E+02
232.8 70.01 0 13.72 25.7 4.59E-01 0.93 70.58 13.72 12.79 8.53E+02
237.4 71.42 0 13.72 26.1 4.52E-01 0.91 72.73 13.72 12.8 8.91E+02
242.0 72.84 0 13.72 26.5 4.46E-01 0.9 74.88 13.72 12.81 9.30E+02
246.6 74.25 0 13.72 26.9 4.39E-01 0.89 77.03 13.72 12.83 9.71E+02
251.2 75.67 0 13.72 27.2 4.33E-01 0.88 79.19 13.72 12.84 1.01E+03
255.8 77.09 0 13.72 27.6 4.27E-01 0.86 81.35 13.72 12.85 1.05E+03
260.4 78.5 0 13.72 28 4.22E-01 0.85 83.52 13.72 12.86 1.10E+03
265.0 79.92 0 13.72 28.3 4.16E-01 0.84 85.7 13.72 12.87 1.14E+03
269.5 81.33 0 13.72 28.7 4.11E-01 0.83 87.87 13.72 12.88 1.18E+03
274.2 82.75 0 13.72 29 4.06E-01 0.82 90.06 13.72 12.89 1.23E+03
278.7 84.16 0 13.72 29.4 4.01E-01 0.81 92.24 13.72 12.9 1.28E+03
283.4 85.58 0 13.72 29.7 3.97E-01 0.8 94.43 13.72 12.91 1.32E+03
287.9 86.99 0 13.72 30.1 3.92E-01 0.79 96.63 13.72 12.92 1.37E+03
292.6 88.41 0 13.72 30.4 3.88E-01 0.78 98.83 13.72 12.93 1.42E+03
297.1 89.82 0 13.72 30.8 3.84E-01 0.78 101.04 13.72 12.94 1.47E+03
301.8 91.24 0 13.72 31.1 3.79E-01 0.77 103.25 13.72 12.95 1.52E+03
306.4 92.65 0 13.72 31.4 3.75E-01 0.76 105.46 13.72 12.96 1.57E+03
311.0 94.07 0 13.72 31.8 3.72E-01 0.75 107.68 13.72 12.96 1.62E+03

case 02b
315.6 95.48 0 13.72 32.1 3.68E-01 0.74 109.91 13.72 12.97 1.68E+03
320.2 96.9 0 13.72 32.4 3.64E-01 0.74 112.14 13.72 12.98 1.73E+03
324.8 98.31 0 13.72 32.7 3.60E-01 0.73 114.37 13.72 12.99 1.79E+03
329.4 99.73 0 13.72 33.1 3.57E-01 0.72 116.61 13.72 12.99 1.84E+03
334.0 101.14 0 13.72 33.4 3.54E-01 0.72 118.85 13.72 13 1.90E+03
338.6 102.56 0 13.72 33.7 3.50E-01 0.71 121.1 13.72 13.01 1.96E+03
343.2 103.97 0 13.72 34 3.47E-01 0.7 123.35 13.72 13.01 2.02E+03
347.9 105.39 0 13.72 34.3 3.44E-01 0.7 125.61 13.72 13.02 2.08E+03
352.5 106.8 0 13.72 34.6 3.41E-01 0.69 127.87 13.72 13.03 2.14E+03
357.1 108.22 0 13.72 34.9 3.38E-01 0.68 130.13 13.72 13.03 2.20E+03
361.7 109.64 0 13.72 35.2 3.35E-01 0.68 132.4 13.72 13.04 2.26E+03
366.3 111.05 0 13.72 35.5 3.32E-01 0.67 134.68 13.72 13.04 2.32E+03
371.0 112.47 0 13.72 35.8 3.29E-01 0.67 136.95 13.72 13.05 2.39E+03
375.6 113.88 0 13.72 36.1 3.27E-01 0.66 139.24 13.72 13.06 2.45E+03
380.2 115.3 0 13.72 36.4 3.24E-01 0.66 141.52 13.72 13.06 2.52E+03
384.8 116.71 0 13.72 36.7 3.21E-01 0.65 143.81 13.72 13.07 2.58E+03
389.4 118.13 0 13.72 37 3.19E-01 0.65 146.11 13.72 13.07 2.65E+03
394.0 119.54 0 13.72 37.3 3.16E-01 0.64 148.41 13.72 13.08 2.72E+03
398.7 120.96 0 13.72 37.6 3.14E-01 0.64 150.71 13.72 13.08 2.79E+03
403.3 122.37 0 13.72 37.9 3.12E-01 0.63 153.02 13.72 13.09 2.86E+03
407.9 123.79 0 13.72 38.1 3.09E-01 0.63 155.33 13.72 13.09 2.93E+03
412.5 125.2 0 13.72 38.4 3.07E-01 0.62 157.64 13.72 13.09 3.00E+03
417.2 126.62 0 13.72 38.7 3.05E-01 0.62 159.96 13.72 13.1 3.07E+03
421.8 128.03 0 13.72 39 3.03E-01 0.61 162.29 13.72 13.1 3.14E+03
426.4 129.45 0 13.72 39.3 3.00E-01 0.61 164.61 13.72 13.11 3.22E+03
431.0 130.86 0 13.72 39.5 2.98E-01 0.6 166.95 13.72 13.11 3.29E+03
435.7 132.28 0 13.72 39.8 2.96E-01 0.6 169.28 13.72 13.12 3.37E+03
440.3 133.69 0 13.72 40.1 2.94E-01 0.6 171.62 13.72 13.12 3.45E+03
444.9 135.11 0 13.72 40.4 2.92E-01 0.59 173.96 13.72 13.12 3.52E+03
449.5 136.52 0 13.72 40.6 2.90E-01 0.59 176.31 13.72 13.13 3.60E+03
454.2 137.94 0 13.72 40.9 2.88E-01 0.58 178.66 13.72 13.13 3.68E+03
458.8 139.36 0 13.72 41.2 2.87E-01 0.58 181.02 13.72 13.14 3.76E+03
463.4 140.77 0 13.72 41.4 2.85E-01 0.58 183.37 13.72 13.14 3.84E+03
468.1 142.19 0 13.72 41.7 2.83E-01 0.57 185.74 13.72 13.14 3.93E+03
472.7 143.6 0 13.72 42 2.81E-01 0.57 188.1 13.72 13.15 4.01E+03
477.3 145.02 0 13.72 42.2 2.79E-01 0.56 190.47 13.72 13.15 4.09E+03
481.9 146.43 0 13.72 42.5 2.78E-01 0.56 192.84 13.72 13.15 4.18E+03
486.6 147.85 0 13.72 42.8 2.76E-01 0.56 195.22 13.72 13.16 4.26E+03
491.2 149.26 0 13.72 43 2.74E-01 0.55 197.6 13.72 13.16 4.35E+03
495.8 150.68 0 13.72 43.3 2.73E-01 0.55 199.99 13.72 13.16 4.44E+03
500.5 152.09 0 13.72 43.5 2.71E-01 0.55 202.37 13.72 13.17 4.52E+03
505.1 153.51 0 13.72 43.8 2.69E-01 0.54 204.76 13.72 13.17 4.61E+03
509.7 154.92 0 13.72 44.1 2.68E-01 0.54 207.16 13.72 13.17 4.70E+03
514.4 156.34 0 13.72 44.3 2.66E-01 0.54 209.56 13.72 13.18 4.79E+03
519.0 157.75 0 13.72 44.6 2.65E-01 0.54 211.96 13.72 13.18 4.89E+03
523.6 159.17 0 13.72 44.8 2.63E-01 0.53 214.36 13.72 13.18 4.98E+03
528.2 160.58 0 13.72 45.1 2.62E-01 0.53 216.77 13.72 13.19 5.07E+03
532.9 162 0 13.72 45.3 2.60E-01 0.53 219.18 13.72 13.19 5.17E+03
537.5 163.41 0 13.72 45.6 2.59E-01 0.52 221.6 13.72 13.19 5.26E+03
542.1 164.83 0 13.72 45.8 2.58E-01 0.52 224.02 13.72 13.2 5.36E+03
546.8 166.24 0 13.72 46.1 2.56E-01 0.52 226.44 13.72 13.2 5.45E+03
551.4 167.66 0 13.72 46.3 2.55E-01 0.52 228.87 13.72 13.2 5.55E+03
556.0 169.07 0 13.72 46.5 2.53E-01 0.51 231.3 13.72 13.2 5.65E+03 EDGE OF DISCHARGE INDUCED MIXING:
Cumulative travel time = 5650.683 sec ( 1.57 hrs) Plume width(ft) 1518
Horiz.Distance(ft) 554.7
END OF M00155: WEAKLY DEFLECTEL SURFACE/I PLUME
BEGIN MOD156: STRONGLY DEFLECTEL SURFACE/I PLUME
SPECIAL CO-FLOWI COUNTER-OR VERTICAL DISCHARG CASE:
THIS FLOW REGION DOES NOT OCCUR.
END OF MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
** End of NEAR-FIEL REGION (NFR) **
The initial plume WIDTH values in the next far-field module will be
CORRECiE by a factor 3.67 to conserve the mass flux in the far-field!
The correction factor is quite large because of the small ambient velocity
relative to the strong mixing characters:of the discharge!
This indicates localized RECIRCULFREGIONS and INTERNAL HYDRAULI,JUMPS.
Width prediction!show discontinu Dilution values should be acceptable.
Some BOUNDAR INTERACTI with both banks occurs at end of near-field.

case 02b
The dilution values in one or more of the preceding zones may be too high.
Carefully evaluate results in near-field and check degree of interaction.
BEGIN MOD181: MIXED PLUME/BC CHANNEL/UPSTREAF WEDGE INTRUSION
An UPSTREAh INTRUDINi WEDGE is formed along the surface/pycnocline.
UPSTREAh WEDGE INTRUSIOf PROPERTII in bounded channel (laterally uniform):
Wedge length = 100373.6 m
X-Position of wedge tip = -100205 m
Thickness at discharge (end of NFR) = 6.4 m
(Wedge thickness gradually decreases to zero at wedge tip.)
In this case, the upstream INTRUSIOt IS VERY LARGE, exceeding 10 times
the local water depth.
This may be caused by a very small ambient velocity, perhaps in combination
with large discharge buoyancy.
If the ambient conditions are strongly transient (e.g. tidal), then the
CORMIX steady-sta prediction:of upstream intrusion are probably
unrealistic.
The plume prediction prior to boundary impingeme and wedge formation
will be acceptable however.
X Y Z S C BV BH ZU ZL TT
169.07 250 13.72 46.5 2.53E-01 6.4 500 13.72 7.31 5.65E+03
Cumulativi travel time = 5650.687 sec ( 1.57 hrs)
Flow is LATERALLY MIXED over the channel width.
END OF MOD181: MIXED PLUME/BC CHANNEL/UPSTREAh WEDGE INTRUSION
BEGIN MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEI AMBIENT
Vertical diffusivity (initial value) = 1.36E-09 m^2/s
Horizontal diffusivity (initial value) = 7.56E-03 m^2/s
Profile definitions:
BV = Gaussian s.d.*sgrt(p -46%thickness, measured vertically
= or equal to layer depth, if fully mixed
BH = Gaussian s.d.*sgrt(p -46%half-width,
measured horizontal)in Y-direction
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulativi travel time
Plume Stage 2(bank attached):
X Y Z S C BV BH ZU ZL TT
169.07 250 13.72 46.5 2.53E-01 6.4 500 13.72 7.31 5.65E+03
217.38 250 13.72 46.5 2.53E-01 6.4 500 13.72 7.31 1.05E+04
265.69 250 13.72 46.5 2.53E-01 6.4 500 13.72 7.31 1.53E+04
314 250 13.72 46.5 2.52E-01 6.4 500 13.72 7.31 2.01E+04
362.31 250 13.72 46.5 2.52E-01 6.4 500 13.72 7.31 2.50E+04
410.62 250 13.72 46.5 2.52E-01 6.4 500 13.72 7.31 2.98E+04
458.93 250 13.72 46.5 2.51E-01 6.4 500 13.72 7.31 3.46E+04
507.24 250 13.72 46.5 2.51E-01 6.4 500 13.72 7.31 3.95E+04
555.55 250 13.72 46.5 2.50E-01 6.4 500 13.72 7.31 4.43E+04
603.86 250 13.72 46.5 2.50E-01 6.4 500 13.72 7.31 4.91E+04
652.17 250 13.72 46.5 2.50E-01 6.4 500 13.72 7.31 5.40E+04
700.48 250 13.72 46.5 2.49E-01 6.4 500 13.72 7.31 5.88E+04
748.79 250 13.72 46.5 2.49E-01 6.4 500 13.72 7.31 6.36E+04
797.1 250 13.72 46.5 2.49E-01 6.4 500 13.72 7.31 6.85E+04
845.4 250 13.72 46.5 2.48E-01 6.4 500 13.72 7.31 7.33E+04
893.71 250 13.72 46.5 2.48E-01 6.4 500 13.72 7.31 7.81E+04
942.02 250 13.72 46.5 2.47E-01 6.4 500 13.72 7.31 8.29E+04
990.33 250 13.72 46.5 2.47E-01 6.4 500 13.72 7.31 8.78E+04
1038.64 250 13.72 46.5 2.47E-01 6.4 500 13.72 7.31 9.26E+04
1086.95 250 13.72 46.5 2.46E-01 6.4 500 13.72 7.31 9.74E+04
1135.26 250 13.72 46.5 2.46E-01 6.4 500 13.72 7.31 1.02E+05
1183.57 250 13.72 46.5 2.46E-01 6.4 500 13.72 7.31 1.07E+05
1231.88 250 13.72 46.5 2.45E-01 6.4 500 13.72 7.31 1.12E+05
1280.19 250 13.72 46.5 2.45E-01 6.4 500 13.72 7.31 1.17E+05
1328.5 250 13.72 46.5 2.44E-01 6.4 S00 13.72 7.31 1.22E+05

case 02b
1376.81 250 13.72 46.5 2.44E-01 6.4 500 13.72 7.31 1.26E+05
1425.12 250 13.72 46.5 2.44E-01 6.4 500 13.72 7.31 1.31E+05
1473.42 250 13.72 46.5 2.43E-01 6.4 500 13.72 7.31 1.36E+05
1521.73 250 13.72 46.5 2.43E-01 6.4 500 13.72 7.31 1.41E+05
1570.04 250 13.72 46.5 2.43E-01 6.4 500 13.72 7.31 1.46E+05
1618.35 250 13.72 46.5 2.42E-01 6.4 500 13.72 7.31 1.51E+05
1666.66 250 13.72 46.5 2.42E-01 6.4 500 13.72 7.31 1.55E+05
1714.97 250 13.72 46.6 2.42E-01 6.4 500 13.72 7.31 1.60E+05
1763.28 250 13.72 46.6 2.41E-01 6.4 500 13.72 7.31 1.65E+05
1811.59 250 13.72 46.6 2.41E-01 6.4 500 13.72 7.31 1.70E+05
1859.9 250 13.72 46.6 2.40E-01 6.4 500 13.72 7.31 1.75E+05
1908.21 250 13.72 46.6 2.40E-01 6.4 500 13.72 7.31 1.80E+05
1956.52 250 13.72 46.6 2.40E-01 6.4 500 13.72 7.31 1.84E+05
2004.83 250 13.72 46.6 2.39E-01 6.4 500 13.72 7.31 1.89E+05
2053.14 250 13.72 46.6 2.39E-01 6.4 500 13.72 7.31 1.94E+05
2101.44 250 13.72 46.6 2.39E-01 6.4 500 13.72 7.31 1.99E+05
2149.75 250 13.72 46.6 2.38E-01 6.4 500 13.72 7.31 2.04E+05
2198.06 250 13.72 46.6 2.38E-01 6.4 500 13.72 7.31 2.09E+05
2246.37 250 13.72 46.6 2.38E-01 6.4 500 13.72 7.31 2.13E+05
2294.68 250 13.72 46.6 2.37E-01 6.4 500 13.72 7.31 2.18E+05
2342.99 250 13.72 46.6 2.37E-01 6.4 500 13.72 7.31 2.23E+05
2391.3 250 13.72 46.6 2.36E-01 6.4 500 13.72 7.31 2.28E+05
2439.61 250 13.72 46.6 2.36E-01 6.4 500 13.72 7.31 2.33E+05
2487.92 250 13.72 46.6 2.36E-01 6.4 500 13.72 7.31 2.38E+05
2536.23 250 13.72 46.6 2.35E-01 6.4 500 13.72 7.31 2.42E+05
2584.54 250 13.72 46.6 2.35E-01 6.4 500 13.72 7.31 2.47E+05
2632.85 250 13.72 46.6 2.35E-01 6.4 500 13.72 7.31 2.52E+05
2681.16 250 13.72 46.6 2.34E-01 6.4 500 13.72 7.31 2.57E+05
2729.47 250 13.72 46.6 2.34E-01 6.4 500 13.72 7.31 2.62E+05
2777.77 250 13.72 46.6 2.34E-01 6.4 500 13.72 7.31 2.67E+05
2826.08 250 13.72 46.6 2.33E-01 6.4 500 13.72 7.31 2.71E+05
2874.39 250 13.72 46.6 2.33E-01 6.4 500 13.72 7.31 2.76E+05
2922.7 250 13.72 46.6 2.33E-01 6.4 500 13.72 7.31 2.81E+05
2971.01 250 13.72 46.6 2.32E-01 6.4 500 13.72 7.31 2.86E+05
3019.32 250 13.72 46.6 2.32E-01 6.4 500 13.72 7.31 2.91E+05
3067.63 250 13.72 46.6 2.31E-01 6.4 500 13.72 7.31 2.96E+05
3115.94 250 13.72 46.6 2.31E-01 6.4 500 13.72 7.31 3.00E+05
3164.25 250 13.72 46.6 2.31E-01 6.4 500 13.72 7.31 3.05E+05
3212.56 250 13.72 46.6 2.30E-01 6.4 500 13.72 7.31 3.10E+05
3260.87 250 13.72 46.6 2.30E-01 6.4 500 13.72 7.31 3.15E+05
3309.18 250 13.72 46.6 2.30E-01 6.4 500 13.72 7.31 3.20E+05
3357.49 250 13.72 46.6 2.29E-01 6.4 500 13.72 7.31 3.24E+05
3405.8 250 13.72 46.6 2.29E-01 6.4 500 13.72 7.31 3.29E+05
3454.11 250 13.72 46.6 2.29E-01 6.4 500 13.72 7.31 3.34E+05
3502.41 250 13.72 46.6 2.28E-01 6.4 500 13.72 7.31 3.39E+05
3550.72 250 13.72 46.6 2.28E-01 6.4 500 13.72 7.31 3.44E+05
3599.03 250 13.72 46.6 2.28E-01 6.4 500 13.72 7.31 3.49E+05
3647.34 250 13.72 46.6 2.27E-01 6.4 500 13.72 7.31 3.53E+05
3695.65 250 13.72 46.6 2.27E-01 6.4 500 13.72 7.31 3.58E+05
3743.96 250 13.72 46.6 2.27E-01 6.4 500 13.72 7.31 3.63E+05
3792.27 250 13.72 46.6 2.26E-01 6.4 500 13.72 7.31 3.68E+05
3840.58 250 13.72 46.6 2.26E-01 6.4 500 13.72 7.31 3.73E+05
3888.89 250 13.72 46.6 2.26E-01 6.4 500 13.72 7.31 3.78E+05
3937.2 250 13.72 46.6 2.25E-01 6.4 500 13.72 7.31 3.82E+05
3985.51 250 13.72 46.6 2.25E-01 6.4 500 13.72 7.31 3.87E+05
4033.82 250 13.72 46.6 2.25E-01 6.4 500 13.72 7.31 3.92E+05
4082.13 250 13.72 46.6 2.24E-01 6.4 500 13.72 7.31 3.97E+05
4130.44 250 13.72 46.6 2.24E-01 6.4 500 13.72 7.31 4.02E+05
4178.75 250 13.72 46.6 2.24E-01 6.4 500 13.72 7.31 4.07E+05
4227.05 250 13.72 46.6 2.23E-01 6.4 500 13.72 7.31 4.11E+05
4275.36 250 13.72 46.6 2.23E-01 6.4 500 13.72 7.31 4.16E+05
4323.67 250 13.72 46.6 2.23E-01 6.4 500 13.72 7.31 4.21E+05
4371.98 250 13.72 46.6 2.22E-01 6.4 500 13.72 7.31 4.26E+05
4420.29 250 13.72 46.6 2.22E-01 6.4 500 13.72 7.31 4.31E+05
4468.6 250 13.72 46.6 2.22E-01 6.4 500 13.72 7.31 4.36E+05
4516.91 250 13.72 46.6 2.21E-01 6.4 500 13.72 7.31 4.40E+05
4565.22 250 13.72 46.6 2.21E-01 6.4 500 13.72 7.31 4.45E+05
4613.53 250 13.72 46.6 2.21E-01 6.4 500 13.72 7.31 4.50E+05
4661.84 250 13.72 46.6 2.20E-01 6.4 500 13.72 7.31 4.55E+05
4710.15 250 13.72 46.6 2.20E-01 6.4 500 13.72 7.31 4.60E+05
4758.45 250 13.72 46.6 2.20E-01 6.4 500 13.72 7.31 4.65E+05
4806.76 250 13.72 46.6 2.19E-01 6.4 500 13.72 7.31 4.69E+05
4855.07 250 13.72 46.6 2.19E-01 6.4 500 13.72 7.31 4.74E+05
4903.38 250 13.72 46.6 2.19E-01 6.4 500 13.72 7.31 4.79E+05

case 02b
4951.69 250 13.72 46.6 2.18E-01 6.4 500 13.72 7.31 4.84E+05
5000 250 13.72 46.6 2.18E-01 6.4 500 13.72 7.31 4.89E+05
Cumulative travel time = 488743.2 sec ( 135.76 hrs)
Note:
CORMIX is a steady state model and assumes discharge and ambient conditions do not vary
over time. The predicted plume cumulative travel time exceeds 48 hours at this trajectory
distance. Keep in mind that ambient and discharge conditions are likely to vary over
large space and time scales. Prediction:at such large space and time scales may be
inconsistei with CORMIX modeling assumptions.
Please carefully evaluate your simulation results and limit model interpretal to space
and time scales consistent with steady state assumptio and ambient schematization.
Simulation limit based on maximum specified distance = 5000 m.
This is the REGION OF INTEREST limitation.
END OF MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEIAMBIENT
CORMIX1:Single Port Discharges End of Prediction File
1.11E+94

case 03a
CORMIX1 PREDICTIO FILE:
1.11E+94
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX1:Single Port Discharges
CORMIX Version 11.0GTS
HYDRO1 Version 11.0.1.0 August 2019
CASE DESCRIPTION
Site name/labe Harris Reservoir (HNP Outfall 006)
Design case: 03a
FILE NAME: \\S...S\Dui.Energy\Mc Files\HNP006-03.prd
Time stamp: 12/18/2019--14:22:47
ENVIRONFs PARAMETI(metric units)
Bounded section
BS = 500 AS = 6858 CIA = 68.58 ICHREG= 1
HA = 13.72 HD = 13.72
UA = 0.01 F = 0.013 USTAR 0.000405
UW = 2 UWSTAR=0.2198E-02
Density stratified environment
STRCND= C RHOAM = 997.0253
RHOAS = 995.7971 RHOAB = 998.9443 RHOAHO= 997.729 E 0.002736
DRHOJ = 0.7166 HINT = 8.72 ES 0.003543
DISCHARG PARAMETI(metric units)
BANK = LEFT DISTB = 250
DO = 1.219 AO = 1.167 HO = 2.13 SUBO = 11.58
THETA = 0 SIGMA = 0
UO = 0.671 Q0 = 0.784 0.7838
RHOO = 994.8321 DRHOO 2.897 GPO 0.02847
CO 14.1 CUNITS= deg.0
IPOLL = 3 KS 4.8E-06 KD 0
FLUX VARIABLE!(metric units)
QO 0.7838 MO 0.5262 JO 0.02232 SIGNJO= 1
Associatec length scales (meters)
LQ = 1.08 LM = 4.14 Lm = 72.54 Lb = 22318.01
Lmp = 99999 Lbp = 99999
NON-DIME PARAMETERS
FRO = 3.6 R = 67.14
FLOW CLASSIFICATION
1.11E+47
1 Flow class (CORMIX1= H4-0 1
1 Applicable layer depth HS = 8.72 1
1 Limiting Dilution S =QA/Q0= 88.5 1
1.11E+47
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO 14.1 CUNITS= deg.0
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 5000 XMAX = 5000
X-Y-Z COORDINF SYSTEM:
ORIGIN is located at the bottom and below the center of the port:
250 m from the LEFT bank/shore.
X-axis points downstrea Y-axis points to left, Z-axis points upward.
NSTEP = 100 display intervals per module
NOTE on dilution/cc values for this HEATED DISCHARG(IPOLL=3):
S = hydrodyna dilutions, include buoyancy (heat) loss effects, but
provided plume has surface contact
C = correspon,temperatu values (in deg.C!) include heat loss,
if any
BEGIN MOD101: DISCHARG MODULE
X Y Z S C B Uc TT
0 0 2.13 1 1.41E+0 1 0.61 0.661 0.00E+00

case 03a
END OF MOD101: DISCHARG MODULE
BEGIN CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
Jet/plume transition motion in weak crossflow.
Zone of flow establishmTHETAE= 0 SIGMAE= 0
LE = 4.79 XE = 4.79 YE = 0 ZE = 2.13
Profile definitions:
B = Gaussian 1/e -37%half-width,normal to trajectory
5 = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
tic = Local centerline excess velocity (above ambient)
TT = Cumulative travel time l
Distance
jfeeti X Y Z 5 C B Uc TT
0.0 0 0 2.13 1 1.41E+01 0.61 0.661 0.00E+00
15.7 4.79 0 2.13 1 1.41E+01 0.62 0.661 5.57E-02
15.9 4.84 0 2.13 1 1.41E+01 0.62 0.661 1.12E-01
16.2 4.95 0 2.13 1 1.41E+01 0.63 0.661 2.26E-01
16.6 5.05 0 2.14 1 1.41E+01 0.64 0.661 3.42E-01
16.9 5.16 0 2.14 1 1.41E+01 0.65 0.661 4.60E-01
17.3 5.26 0 2.15 1 1.41E+01 0.67 0.661 5.80E-01
17.6 5.36 0 2.15 1 1.41E+01 0.68 0.661 7.02E-01
17.9 5.47 0 2.16 1 1.41E+01 0.69 0.661 8.26E-01
18.3 5.57 0 2.17 1 1.41E+01 0.7 0.661 9.52E-01
18.6 5.67 0 2.18 1 1.41E+01 0.71 0.661 1.08E+00
19.0 5.78 0 2.19 1 1.41E+01 0.72 0.661 1.21E+00
19.3 5.88 0 2.2 1 1.39E+01 0.73 0.661 1.34E+00
19.6 5.98 0 2.22 1 1.37E+01 0.74 0.661 1.47E+00
20.0 6.09 0 2.23 1 1.34E+01 0.76 0.661 1.61E+00
20.3 6.19 0 2.25 1.1 1.32E+01 0.77 0.661 1.75E+00
20.6 6.29 0 2.26 1.1 1.30E+01 0.78 0.661 1.89E+00
21.0 6.39 0 2.28 1.1 1.28E+01 0.79 0.661 2.03E+00
21.3 6.49 0 2.3 1.1 1.26E+01 0.8 0.661 2.17E+00
21.7 6.6 0 2.33 1.1 1.24E+01 0.81 0.661 2.32E+00
22.0 6.7 0 2.35 1.2 1.22E+01 0.82 0.661 2.46E+00
22.3 6.8 0 2.37 1.2 1.20E+01 0.83 0.661 2.61E+00
22.7 6.9 0 2.4 1.2 1.18E+01 0.84 0.661 2.76E+00
23.0 7 0 2.43 1.2 1.17E+01 0.86 0.661 2.91E+00
23.3 7.1 0 2.46 1.2 1.15E+01 0.87 0.661 3.06E+00
23.7 7.2 0 2.49 1.2 1.13E+01 0.88 0.659 3.22E+00
24.0 7.3 0 2.52 1.3 1.11E+01 0.89 0.652 3.38E+00
24.3 7.39 0 2.55 1.3 1.10E+01 0.9 0.645 3.53E+00
24.6 7.49 0 2.58 1.3 1.08E+01 0.91 0.639 3.69E+00
25.0 7.59 0 2.62 1.3 1.07E+01 0.92 0.633 3.85E+00
25.3 7.69 0 2.66 1.3 1.05E+01 0.93 0.627 4.02E+00
25.6 7.78 0 2.69 1.4 1.04E+01 0.95 0.621 4.18E+00
25.9 7.88 0 2.73 1.4 1.02E+01 0.96 0.615 4.35E+00
26.3 7.98 0 2.77 1.4 1.01E+01 0.97 0.61 4.51E+00
26.6 8.07 0 2.81 1.4 9.91E+00 0.98 0.604 4.68E+00
26.9 8.17 0 2.85 1.4 9.77E+00 0.99 0.599 4.85E+00
27.2 8.26 0 2.9 1.5 9.63E+00 1 0.594 5.03E+00
27.5 8.35 0 2.94 1.5 9.49E+00 1.01 0.589 5.20E+00
27.9 8.45 0 2.99 1.5 9.36E+00 1.02 0.585 5.37E+00
28.2 8.54 0 3.03 1.5 9.23E+00 1.04 0.58 5.55E+00
28.5 8.63 0 3.08 1.5 9.10E+00 1.05 0.575 5.73E+00
28.8 8.72 0 3.13 1.6 8.98E+00 1.06 0.571 5.91E+00
29.1 8.82 0 3.18 1.6 8.85E+00 1.07 0.567 6.09E+00
29.5 8.91 0 3.23 1.6 8.73E+00 1.08 0.563 6.27E+00
29.8 9 0 3.28 1.6 8.62E+00 1.09 0.558 6.45E+00
30.1 9.09 0 3.33 1.7 8.50E+00 1.1 0.554 6.63E+00
30.4 9.18 0 3.39 1.7 8.39E+00 1.12 0.551 6.82E+00
30.7 9.26 0 3.44 1.7 8.28E+00 1.13 0.547 7.01E+00
31.0 9.35 0 3.5 1.7 8.17E+00 1.14 0.543 7.19E+00
31.5 9.48 0 3.58 1.8 8.01E+00 1.16 0.537 7.48E+00
31.8 9.57 0 3.64 1.8 7.91E+00 1.17 0.534 7.67E+00
32.1 9.66 0 3.7 1.8 7.81E+00 1.18 0.53 7.86E+00
32.4 9.74 0 3.75 1.8 7.71E+00 1.19 0.526 8.06E+00
32.7 9.83 0 3.81 1.9 7.61E+00 1.2 0.523 8.25E+00
33.0 9.91 0 3.87 1.9 7.52E+00 1.21 0.519 8.45E+00

case 03a
33.3 10 0 3.93 1.9 7.43E+00 1.22 0.516 8.64E+00
33.6 10.08 0 3.99 1.9 7.34E+00 1.24 0.512 8.84E+00
34.0 10.17 0 4.05 1.9 7.25E+00 1.25 0.509 9.04E+00
34.3 10.25 0 4.12 2 7.17E+00 1.26 0.506 9.25E+00
34.6 10.33 0 4.18 2 7.08E+00 1.27 0.502 9.45E+00
34.8 10.41 0 4.24 2 7.00E+00 1.28 0.499 9.65E+00
35.2 10.5 0 4.3 2 6.92E+00 1.29 0.496 9.86E+00
35.5 10.58 0 4.37 2.1 6.85E+00 1.3 0.492 1.01E+01
35.8 10.66 0 4.43 2.1 6.77E+00 1.32 0.489 1.03E+01
36.1 10.74 0 4.5 2.1 6.70E+00 1.33 0.486 1.05E+01
36.4 10.82 0 4.56 2.1 6.62E+00 1.34 0.482 1.07E+01
36.7 10.9 0 4.63 2.2 6.55E+00 1.35 0.479 1.09E+01
37.0 10.98 0 4.69 2.2 6.49E+00 1.36 0.476 1.11E+01
37.3 11.06 0 4.76 2.2 6.42E+00 1.38 0.472 1.13E+01
37.6 11.14 0 4.82 2.2 6.35E+00 1.39 0.469 1.16E+01
37.9 11.22 0 4.89 2.2 6.29E+00 1.4 0.466 1.18E+01
38.2 11.3 0 4.96 2.3 6.23E+00 1.41 0.462 1.20E+01
38.5 11.38 0 5.02 2.3 6.17E+00 1.42 0.459 1.22E+01
38.8 11.46 0 5.09 2.3 6.11E+00 1.43 0.455 1.24E+01
39.1 11.54 0 5.16 2.3 6.06E+00 1.45 0.452 1.27E+01
39.5 11.62 0 5.23 2.3 6.00E+00 1.46 0.449 1.29E+01
39.8 11.7 0 5.29 2.4 5.95E+00 1.47 0.445 1.31E+01
40.1 11.78 0 5.36 2.4 5.90E+00 1.48 0.442 1.34E+01
40.4 11.86 0 5.43 2.4 5.85E+00 1.49 0.438 1.36E+01
40.7 11.94 0 5.5 2.4 5.80E+00 1.51 0.435 1.38E+01
Level of buoyancy reversal in stratified ambient.
41.0 12.01 0 5.56 2.5 5.75E+00 1.52 0.431 1.41E+01
41.3 12.09 0 5.63 2.5 5.70E+00 1.53 0.427 1.43E+01
41.6 12.17 0 5.7 2.5 5.66E+00 1.54 0.424 1.45E+01
41.9 12.25 0 5.77 2.5 5.62E+00 1.56 0.42 1.48E+01
42.2 12.33 0 5.83 2.5 5.57E+00 1.57 0.416 1.50E+01
42.6 12.41 0 5.9 2.5 5.53E+00 1.58 0.413 1.53E+01
42.9 12.49 0 5.97 2.6 5.50E+00 1.59 0.409 1.55E+01
43.2 12.57 0 6.03 2.6 5.46E+00 1.6 0.405 1.58E+01
43.5 12.65 0 6.1 2.6 5.42E+00 1.62 0.401 1.60E+01
43.8 12.73 0 6.17 2.6 5.39E+00 1.63 0.398 1.63E+01
44.1 12.81 0 6.23 2.6 5.35E+00 1.64 0.394 1.65E+01
44.5 12.89 0 6.3 2.6 5.32E+00 1.66 0.39 1.68E+01
44.8 12.97 0 6.36 2.7 5.29E+00 1.67 0.386 1.71E+01
45.1 13.05 0 6.43 2.7 5.26E+00 1.68 0.382 1.73E+01
45.4 13.13 0 6.49 2.7 5.23E+00 1.69 0.378 1.76E+01
45.7 13.21 0 6.56 2.7 5.20E+00 1.71 0.373 1.79E+01
46.1 13.3 0 6.62 2.7 5.17E+00 1.72 0.369 1.81E+01
46.4 13.38 0 6.68 2.7 5.14E+00 1.74 0.364 1.84E+01
46.7 13.46 0 6.74 2.8 5.11E+00 1.75 0.36 1.87E+01
47.0 13.55 0 6.81 2.8 5.08E+00 1.77 0.355 1.90E+01
47.3 13.63 0 6.87 2.8 5.05E+00 1.79 0.35 1.93E+01
47.7 13.72 0 6.92 2.8 5.03E+00 1.8 0.348 1.94E+01 AT BOUNDARY(WATER SURFACE OR PYCNOCLINE)
Cumulative travel time = 19.4156 sec ( 0.01 Plume width(ft) 11.8
Horiz.Distance(ft) 45.0
END OF CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
BEGIN MOD131: LAYER BOUNDAR LAYER APPROACH
Control volume inflow:
X Y Z S C B TT
13.72 0 6.92 2.8 5.03E+00 1.8 1.94E+01
Profile definitions:
BV = Gaussian 1/e -37%vertical thickness
BH = Gaussian 1/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulative travel time
Distance
(feet) X Y Z S C BV BH ZU ZL TT
44.7 11.92 0 8.72 2.8 5.03E+00 0 0 8.72 8.72 1.94E+01
46.2 12.46 0 8.72 2.8 5.03E+00 1.6 0.8 9.42 7.82 1.94E+01
47.8 13 0 8.72 2.8 5.03E+00 1.89 1.13 9.54 7.65 1.94E+01
49.4 13.54 0 8.72 2.8 5.03E+00 2.08 1.39 9.63 7.55 1.94E+01
51.0 14.07 0 8.72 2.8 4.99E+00 2.22 1.6 9.69 7.47 2.11E+01

case 03a
52.6 14.61 0 8.72 2.9 4.79E+00 2.33 1.79 9.73 7.41 2.36E+01
54.2 15.15 0 8.72 3.1 4.54E+00 2.41 1.96 9.77 7.36 2.60E+01
55.8 15.69 0 8.72 3.3 4.34E+00 2.46 2.12 9.79 7.33 2.85E+01
57.5 16.23 0 8.72 3.4 4.21E+00 2.5 2.27 9.81 7.31 3.10E+01
59.1 16.77 0 8.72 3.4 4.14E+00 2.53 2.41 9.82 7.29 3.35E+01
60.8 17.31 0 8.72 3.4 4.10E+00 2.54 2.54 9.83 7.29 3.60E+01
Cumulativi travel time = 35.9637 sec ( 0.01 hrs)
END OF MOD131: LAYER BOUNDAR LAYER APPROACH
BEGIN MOD155: WEAKLY DEFLECTEE SURFACE/I PLUME
SURFACE/I PLUME into a co-flow (or counter-flow)
Profile definitions:
BV = Gaussian lie -37%vertical thickness
BH = Gaussian 1/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulativt travel time
Distance
(feet) X Y Z S C BV BH ZU ZL TT
60.8 17.31 0 8.72 3.4 4.10E+00 2.54 2.54 9.83 7.29 3.60E+01
65.8 18.94 0 8.72 5.2 2.71E+00 1.68 5.8 9.45 7.77 4.76E+01
69.0 20.0 5.9 7.5 5.57E+01 Default 10:1 Dilution(Per Wisconsin MZ Guidance)
70.9 20.58 0 8.72 6.3 2.25E+00 1.39 8.44 9.33 7.94 6.03E+01 Plume width(ft) 49.1
76.0 22.22 0 8.72 7.1 1.98E+00 1.23 10.85 9.25 8.03 7.40E+01 Horiz.Distance(ft) 65.6
81.2 23.86 0 8.72 7.8 1.80E+00 1.11 13.14 9.21 8.09 8.87E+01
86.4 25.49 0 8.72 8.5 1.67E+00 1.03 15.34 9.17 8.14 1.05E+02
91.6 27.13 0 8.72 9 1.56E+00 0.97 17.49 9.14 8.18 1.21E+02
96.8 28.77 0 8.72 9.6 1.47E+00 0.91 19.61 9.12 8.21 1.39E+02
102.1 30.41 0 8.72 10.1 1.40E+00 0.87 21.71 9.1 8.23 1.58E+02
107.3 32.04 0 8.72 10.5 1.34E+00 0.83 23.78 9.08 8.25 1.78E+02
112.6 33.68 0 8.72 11 1.28E+00 0.79 25.85 9.07 8.27 1.99E+02
117.9 35.32 0 8.72 11.4 1.24E+00 0.76 27.91 9.05 8.29 2.21E+02
123.2 36.96 0 8.72 11.8 1.19E+00 0.74 29.96 9.04 8.3 2.44E+02
128.5 38.6 0 8.72 12.2 1.15E+00 0.71 32.01 9.03 8.32 2.68E+02
133.8 40.23 0 8.72 12.6 1.12E+00 0.69 34.06 9.02 8.33 2.93E+02
139.1 41.87 0 8.72 13 1.09E+00 0.67 36.11 9.01 8.34 3.19E+02
144.4 43.51 0 8.72 13.3 1.06E+00 0.65 38.17 9 8.35 3.46E+02
149.7 45.15 0 8.72 13.7 1.03E+00 0.64 40.22 9 8.36 3.75E+02
155.0 46.78 0 8.72 14 1.00E+00 0.62 42.28 8.99 8.37 4.04E+02
160.3 48.42 0 8.72 14.4 9.80E-01 0.61 44.34 8.98 8.38 4.34E+02
165.7 50.06 0 8.72 14.7 9.58E-01 0.59 46.4 8.98 8.39 4.65E+02
171.0 51.7 0 8.72 15 9.37E-01 0.58 48.47 8.97 8.39 4.98E+02
176.3 53.33 0 8.72 15.4 9.18E-01 0.57 50.55 8.97 8.4 5.31E+02
177.0 53.5 15.4 50.8 5.36E+02 ACUTE MZ BOUNDARY(50 a DLS)
181.6 54.97 0 8.72 15.7 9.00E-01 0.56 52.63 8.96 8.41 5.66E+02 Plume width(ft) 333.5
187.0 56.61 0 8.72 16 8.82E-01 0.55 54.71 8.96 8.41 6.01E+02
192.3 58.25 0 8.72 16.3 8.66E-01 0.54 56.8 8.95 8.42 6.37E+02
197.7 59.88 0 8.72 16.6 8.50E-01 0.53 58.9 8.95 8.42 6.75E+02
203.0 61.52 0 8.72 16.9 8.36E-01 0.52 61 8.95 8.43 7.14E+02
208.4 63.16 0 8.72 17.2 8.22E-01 0.51 63.11 8.94 8.43 7.53E+02
213.7 64.8 0 8.72 17.4 8.08E-01 0.5 65.22 8.94 8.44 7.94E+02
219.0 66.43 0 8.72 17.7 7.95E-01 0.49 67.34 8.93 8.44 8.35E+02
224.4 68.07 0 8.72 18 7.83E-01 0.48 69.46 8.93 8.45 8.78E+02
229.7 69.71 0 8.72 18.3 7.71E-01 0.48 71.59 8.93 8.45 9.22E+02
235.1 71.35 0 8.72 18.5 7.60E-01 0.47 73.73 8.93 8.45 9.67E+02
240.5 72.99 0 8.72 18.8 7.49E-01 0.46 75.87 8.92 8.46 1.01E+03
245.8 74.62 0 8.72 19.1 7.39E-01 0.46 78.01 8.92 8.46 1.06E+03
251.1 76.26 0 8.72 19.3 7.29E-01 0.45 80.16 8.92 8.47 1.11E+03
256.5 77.9 0 8.72 19.6 7.19E-01 0.45 82.32 8.91 8.47 1.16E+03
261.9 79.54 0 8.72 19.9 7.10E-01 0.44 84.49 8.91 8.47 1.21E+03
267.2 81.17 0 8.72 20.1 7.01E-01 0.43 86.66 8.91 8.48 1.26E+03
272.6 82.81 0 8.72 20.4 6.93E-01 0.43 88.83 8.91 8.48 1.31E+03
277.9 84.45 0 8.72 20.6 6.84E-01 0.42 91.01 8.9 8.48 1.36E+03
283.3 86.09 0 8.72 20.9 6.76E-01 0.42 93.2 8.9 8.48 1.42E+03
288.6 87.72 0 8.72 21.1 6.68E-01 0.41 95.39 8.9 8.49 1.47E+03
294.0 89.36 0 8.72 21.3 6.61E-01 0.41 97.58 8.9 8.49 1.53E+03
299.4 91 0 8.72 21.6 6.53E-01 0.4 99.78 8.9 8.49 1.58E+03
304.7 92.64 0 8.72 21.8 6.46E-01 0.4 101.99 8.89 8.49 1.64E+03

case 03a
310.1 94.27 0 8.72 22.1 6.39E-01 0.4 104.2 8.89 8.5 1.70E+03
315.4 95.91 0 8.72 22.3 6.33E-01 0.39 106.42 8.89 8.5 1.76E+03
320.8 97.55 0 8.72 22.5 6.26E-01 0.39 108.65 8.89 8.5 1.82E+03
326.2 99.19 0 8.72 22.7 6.20E-01 0.38 110.87 8.89 8.5 1.89E+03
331.5 100.82 0 8.72 23 6.14E-01 0.38 113.11 8.89 8.51 1.95E+03
336.9 102.46 0 8.72 23.2 6.08E-01 0.38 115.35 8.88 8.51 2.01E+03
342.2 104.1 0 8.72 23.4 6.02E-01 0.37 117.59 8.88 8.51 2.08E+03
347.6 105.74 0 8.72 23.6 5.96E-01 0.37 119.84 8.88 8.51 2.15E+03
353.0 107.38 0 8.72 23.9 5.91E-01 0.37 122.09 8.88 8.51 2.21E+03
358.3 109.01 0 8.72 24.1 5.85E-01 0.36 124.35 8.88 8.52 2.28E+03
363.7 110.65 0 8.72 24.3 5.80E-01 0.36 126.61 8.88 8.52 2.35E+03
369.1 112.29 0 8.72 24.5 5.75E-01 0.36 128.88 8.88 8.52 2.42E+03
374.4 113.93 0 8.72 24.7 5.70E-01 0.35 131.15 8.87 8.52 2.49E+03
379.8 115.56 0 8.72 25 5.65E-01 0.35 133.43 8.87 8.52 2.57E+03
385.1 117.2 0 8.72 25.2 5.60E-01 0.35 135.71 8.87 8.52 2.64E+03
390.5 118.84 0 8.72 25.4 5.56E-01 0.34 138 8.87 8.53 2.72E+03
395.9 120.48 0 8.72 25.6 5.51E-01 0.34 140.29 8.87 8.53 2.79E+03
401.2 122.11 0 8.72 25.8 5.47E-01 0.34 142.59 8.87 8.53 2.87E+03
406.6 123.75 0 8.72 26 5.42E-01 0.34 144.89 8.87 8.53 2.95E+03
412.0 125.39 0 8.72 26.2 5.38E-01 0.33 147.19 8.87 8.53 3.02E+03
417.3 127.03 0 8.72 26.4 5.34E-01 0.33 149.5 8.86 8.53 3.10E+03
422.7 128.66 0 8.72 26.6 5.30E-01 0.33 151.82 8.86 8.54 3.19E+03
428.1 130.3 0 8.72 26.8 5.26E-01 0.33 154.14 8.86 8.54 3.27E+03
433.4 131.94 0 8.72 27 5.22E-01 0.32 156.46 8.86 8.54 3.35E+03
438.8 133.58 0 8.72 27.2 5.18E-01 0.32 158.79 8.86 8.54 3.43E+03
444.2 135.21 0 8.72 27.4 5.14E-01 0.32 161.12 8.86 8.54 3.52E+03
449.5 136.85 0 8.72 27.6 5.11E-01 0.32 163.46 8.86 8.54 3.61E+03
454.9 138.49 0 8.72 27.8 5.07E-01 0.31 165.8 8.86 8.54 3.69E+03
460.3 140.13 0 8.72 28 5.03E-01 0.31 168.14 8.86 8.54 3.78E+03
465.6 141.77 0 8.72 28.2 5.00E-01 0.31 170.49 8.85 8.55 3.87E+03
471.0 143.4 0 8.72 28.4 4.96E-01 0.31 172.84 8.85 8.55 3.96E+03
476.4 145.04 0 8.72 28.6 4.93E-01 0.31 175.2 8.85 8.55 4.05E+03
481.7 146.68 0 8.72 28.8 4.90E-01 0.3 177.56 8.85 8.55 4.14E+03
487.1 148.32 0 8.72 29 4.87E-01 0.3 179.93 8.85 8.55 4.24E+03
492.5 149.95 0 8.72 29.2 4.83E-01 0.3 182.3 8.85 8.55 4.33E+03
497.8 151.59 0 8.72 29.4 4.80E-01 0.3 184.67 8.85 8.55 4.43E+03
503.2 153.23 0 8.72 29.5 4.77E-01 0.3 187.05 8.85 8.55 4.52E+03
508.6 154.87 0 8.72 29.7 4.74E-01 0.29 189.43 8.85 8.55 4.62E+03
513.9 156.5 0 8.72 29.9 4.71E-01 0.29 191.81 8.85 8.56 4.72E+03
519.3 158.14 0 8.72 30.1 4.68E-01 0.29 194.2 8.85 8.56 4.82E+03
524.7 159.78 0 8.72 30.3 4.66E-01 0.29 196.59 8.85 8.56 4.92E+03
530.1 161.42 0 8.72 30.5 4.63E-01 0.29 198.99 8.84 8.56 5.02E+03
535.4 163.05 0 8.72 30.7 4.60E-01 0.28 201.39 8.84 8.56 5.13E+03
540.8 164.69 0 8.72 30.8 4.57E-01 0.28 203.79 8.84 8.56 5.23E+03
546.2 166.33 0 8.72 31 4.55E-01 0.28 206.2 8.84 8.56 5.33E+03
551.5 167.97 0 8.72 31.2 4.52E-01 0.28 208.61 8.84 8.56 5.44E+03
556.9 169.6 0 8.72 31.4 4.49E-01 0.28 211.03 8.84 8.56 5.55E+03
562.3 171.24 0 8.72 31.6 4.47E-01 0.28 213.45 8.84 8.56 5.65E+03
567.6 172.88 0 8.72 31.7 4.44E-01 0.27 215.87 8.84 8.56 5.76E+03
573.0 174.52 0 8.72 31.9 4.42E-01 0.27 218.29 8.84 8.57 5.87E+03
578.4 176.16 0 8.72 32.1 4.39E-01 0.27 220.72 8.84 8.57 5.98E+03
583.7 177.79 0 8.72 32.3 4.37E-01 0.27 223.16 8.84 8.57 6.10E+03
589.1 179.43 0 8.72 32.4 4.35E-01 0.27 225.59 8.84 8.57 6.21E+03
594.5 181.07 0 8.72 32.6 4.32E-01 0.27 228.03 8.84 8.57 6.32E+03 EDGE OF DISCHARGE INDUCED MIXING:
Cumulative travel time = 6323.659 sec ( 1.76 hrs) Plume width(ft) 1496
Horiz.Distance(ft) 594.1
END OF MOD155: WEAKLY DEFLECTEE SURFACE/I PLUME
BEGIN MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
SPECIAL CO-FLOWI COUNTER-OR VERTICAL DISCHARG CASE:
THIS FLOW REGION DOES NOT OCCUR.
END OF MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
** End of NEAR-FIEL REGION (HER) **
The initial plume WIDTH values in the next far-field module will be
CORRECTE by a factor 4.55 to conserve the mass flux in the far-field!
The correction factor is quite large because of the small ambient velocity
relative to the strong mixing characters:of the discharge!
This indicates localized RECIRCULF REGIONS and INTERNAL HYDRAULI,JUMPS.
Width prediction!show discontinu Dilution values should be acceptable.

case 03a
Flow appears highly UNSTEADY in transition to the far-field and prediction resu
Its MAY be UNRELIABLE!
Some BOUNDAR INTERACTI with both banks occurs at end of near-field.
The dilution values in one or more of the preceding zones may be too high.
Carefully evaluate results in near-field and check degree of interaction.
BEGIN MOD181: MIXED PLUME/BC CHANNEL/UPSTREA1 WEDGE INTRUSION
An UPSTREAM INTRUDINi WEDGE is formed along the surface/pycnocline.
UPSTREAM WEDGE INTRUSIOf PROPERTII in bounded channel (laterally uniform):
Wedge length = 136038 m
X-Position of wedge tip = -135857 m
Thickness at discharge (end of NFR) = 5.06 m
(Wedge thickness gradually decreases to zero at wedge tip.)
In this case, the upstream INTRUSIOf IS VERY LARGE, exceeding 10 times
the local water depth.
This may be caused by a very small ambient velocity, perhaps in combination
with large discharge buoyancy.
If the ambient conditions are strongly transient (e.g. tidal), then the
CORMIX steady-sta prediction:of upstream intrusion are probably
unrealistic.
The plume prediction prior to boundary impingemi and wedge formation
will be acceptable however.
X Y Z S C BV BH ZU a TT
181.07 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 6.32E+03
Cumulative travel time = 6323.658 sec ( 1.76 hrs)
Flow is LATERALLY MIXED over the channel width.
END OF MOD181: MIXED PLUME/BC CHANNEL/UPSTREAM WEDGE INTRUSION
BEGIN MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEI AMBIENT
Vertical diffusivity (initial value) = 3.83E-10 m^2/s
Horizontal diffusivity (initial value) = 4.80E-03 m^2/s
Profile definitions:
BV = Gaussian s.d.*sgrt(p -46%thickness, measured vertically
= or equal to layer depth, if fully mixed
BH = Gaussian s.d.*sgrt(p -46%half-width,
measured horizontal!in Y-direction
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulatiw travel time
Plume Stage 2(bank attached):
X Y Z S C BV BH ZU ZL TT
181.07 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 6.32E+03
229.26 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.11E+04
277.45 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.60E+04
325.64 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.08E+04
373.83 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.56E+04
422.01 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.04E+04
470.2 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.52E+04
518.39 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.01E+04
566.58 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.49E+04
614.77 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.97E+04
662.96 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 5.45E+04
711.15 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 5.93E+04
759.34 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 6.42E+04
807.53 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 6.90E+04
855.72 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 7.38E+04
903.91 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 7.86E+04
952.1 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 8.34E+04
1000.29 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 8.82E+04
1048.48 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 9.31E+04
1096.67 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 9.79E+04
1144.85 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.03E+05
1193.04 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.08E+05

case 03a
1241.23 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.12E+05
1289.42 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.17E+05
1337.61 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.22E+05
1385.8 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.27E+05
1433.99 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.32E+05
1482.18 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.36E+05
1530.37 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.41E+05
1578.56 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.46E+05
1626.75 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.51E+05
1674.94 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.56E+05
1723.13 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.61E+05
1771.32 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.65E+05
1819.51 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.70E+05
1867.69 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.75E+05
1915.88 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.80E+05
1964.07 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.85E+05
2012.26 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.89E+05
2060.45 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.94E+05
2108.64 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 1.99E+05
2156.83 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.04E+05
2205.02 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.09E+05
2253.21 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.14E+05
2301.4 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.18E+05
2349.59 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.23E+05
2397.78 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.28E+05
2445.97 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.33E+05
2494.15 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.38E+05
2542.34 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.42E+05
2590.53 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.47E+05
2638.72 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.52E+05
2686.91 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.57E+05
2735.1 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.62E+05
2783.29 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.67E+05
2831.48 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.71E+05
2879.67 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.76E+05
2927.86 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.81E+05
2976.05 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.86E+05
3024.24 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.91E+05
3072.43 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 2.95E+05
3120.61 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.00E+05
3168.8 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.05E+05
3216.99 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.10E+05
3265.18 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.15E+05
3313.37 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.20E+05
3361.56 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.24E+05
3409.75 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.29E+05
3457.94 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.34E+05
3506.13 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.39E+05
3554.32 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.44E+05
3602.51 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.48E+05
3650.7 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.53E+05
3698.88 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.58E+05
3747.07 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.63E+05
3795.26 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.68E+05
3843.45 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.73E+05
3891.64 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.77E+05
3939.83 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.82E+05
3988.02 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.87E+05
4036.21 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.92E+05
4084.4 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 3.97E+05
4132.59 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.01E+05
4180.78 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.06E+05
4228.97 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.11E+05
4277.16 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.16E+05
4325.35 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.21E+05
4373.54 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.26E+05
4421.72 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.30E+05
4469.91 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.35E+05
4518.1 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.40E+05
4566.29 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.45E+05
4614.48 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.50E+05
4662.67 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.54E+05
4710.86 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.59E+05
4759.05 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.64E+05

case 03a
4807.24 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.69E+05
4855.43 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.74E+05
4903.62 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.79E+05
4951.81 250 8.72 32.6 4.32E-01 5.06 S00 10.92 5.87 4.83E+05
5000 250 8.72 32.6 4.32E-01 5.06 500 10.92 5.87 4.88E+05
Cumulativi travel time = 488216.9 sec ( 135.62 hrs)
Note:
CORMIX is a steady state model and assumes discharge and ambient conditions do not vary
over time. The predicted plume cumulative travel time exceeds 48 hours at this trajectory
distance. Keep in mind that ambient and discharge conditions are likely to vary over
large space and time scales. Prediction:at such large space and time scales may be
inconsistei with CORMIX modeling assumptions.
Please carefully evaluate your simulation results and limit model interpretal to space
and time scales consistent with steady state assumptio and ambient schematization.
Simulation limit based on maximum specified distance = 5000 m.
This is the REGION OF INTEREST limitation.
END OF MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEI AMBIENT
CORMIX1:Single Port Discharges End of Prediction File
1.11E+94

case 03b
CORMIXI PREDICTION FILE:
1.11E+94
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIXI: Single Port Discharges
CORMIX Version 11.0GTS
HYDRO1 Version 11.0.1.0 August 2019
CASE DESCRIPTION
Site name/label Harris Reservoir (HNP Outfall 006)
Design case: 03b
FILE NAME: \\S...S\Duke ty\Modeling\CO\HNP006-03.prd
Time stamp: /18/2019--14:24:31
VIRONMEI'ARAMETER: (metric units)
Bounded section
BS = 500 AS = 6858 QA = 68.58 ICHREG= 1
HA = 13.72 HD = 13.72
UA = 0.01 F = 0.013 USTAR 0.000405
UW = 2 VSTAR=0.2198E-02
Density stratified environment
STRCND= C RHOAM = 997.0253
RHOAS = 995.7971 RHOAB = 998.9443 RHOAHO= 997.729 E 0.002736
DRHOJ = 0.7166 HINT = 8.72 ES 0.003543
DISCHARGE'ARAMETER: (metric units)
BANK = LEFT DISTB = 250
DO = 1.219 AO = 1.167 HO = 2.13 SUBO = 11.58
THETA = 0 SIGMA = 0
UO = 0.561 QO = 0.655 0.6554
RHOO = 994.8321 DRHOO 2.897 GPO 0.02847
CO 14.1 CUNITS= deg.0
IPOLL = 3 KS 4.8E-06 KD 0
FLUX VARIABLES (metric units)
QO 0.6554 MO 0.368 10 0.01866 SIGNJO= 1
Associated length scales (meters)
LQ = 1.08 LM = 3.46 Lm = 60.66 Lb = 18662.79
Lmp = 99999 Lbp = 99999
I-D I M EN SIC'ARAM ETERS
FRO = 3.01 R = 56.14
FLOW ASSIFICATION
1.111E+47
1 Flow class (CORMIX1) = H4-0 1
1 Applicable layer depth HS = 8.72 1
1 Limiting Dilution S =QA/Q0= 105.63 1
1.111E+47
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST ARAMETERS
CO 14.1 CUNITS= deg.0
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 5000 XMAX = 5000
X-Y-Z =OORDINATI SYSTEM:
ORIGIN is located at the bottom and below the center of the port:
250 m from the LEFT sank/shore.
X-axis points downstream, Y-axis points to left, Z-axis points upward.
NSTEP = 100 display intervals per module
NOTE on m/concent values for this HEATED DISCHARGE(IPOLL=3):
S = hydrodynamic dilutions, include buoyancy (heat) loss effects, but
provided plume has surface contact
C = corresponding temperature values (in deg.Cl) include heat loss,
if any
--------------------------
BEGIN MODI01: DISCHARGE MODULE
X Y Z S C B Uc TT
0 0 2.13 1 1.41E+01 0.61 0.551 0.00E+00
END OF MOD101: DISCHARGE MODULE
--------------------------
------------------------
BEGIN CORJET (MOD110): JET/PLUME NEAR-FIELD MIXING REGION
Jet/plume transition motion in weak crossflow.

case 03b
Zone of flow establishment: THETAE= 0 SIG MAE= 0
LE = 4.42 XE = 4.42 YE = 0 ZE = 2.13
Profile definitions:
B = Gaussian 1/e -37% half-width, normal to trajectory
5 = hydrodynamic centerline dilution
C = centerline concentration (includes reaction effects, if any)
Uc = Local centerline excess velocity (above ambient)
TT = Cumulative travel time
Distance
feet X Y Z S C B Uc TT
0.0 0 0 2.13 1.0 1.41E+01 0.61 0.551 0.00E+00
14.5 4.42 0 2.13 1.0 1.41E+01 0.61 0.551 6.04E-02
14.8 4.51 0 2.13 1.0 1.41E+01 0.62 0.551 1.83E-01
15.1 4.61 0 2.14 1.0 1.41E+01 0.63 0.551 3.07E-01
15.4 4.7 0 2.14 1.0 1.41E+01 0.64 0.551 4.33E-01
15.7 4.79 0 2.14 1.0 1.41E+01 0.65 0.551 5.61E-01
16.0 4.89 0 2.15 1.0 1.41E+01 0.67 0.551 6.91E-01
16.3 4.98 0 2.16 1.0 1.41E+01 0.68 0.551 8.23E-01
16.6 5.07 0 2.17 1.0 1.41E+01 0.69 0.551 9.57E-01
17.0 5.17 0 2.18 1.0 1.41E+01 0.7 0.551 1.09E+00
17.3 5.26 0 2.19 1.0 1.41E+01 0.71 0.551 1.23E+00
17.6 5.35 0 2.2 1.0 1.41E+01 0.72 0.551 1.37E+00
17.9 5.45 0 2.22 1.0 1.40E+01 0.73 0.551 1.51E+00
18.2 5.54 0 2.24 1.0 1.37E+01 0.74 0.551 1.65E+00
18.5 5.63 0 2.26 1.0 1.35E+01 0.75 0.551 1.80E+00
18.8 5.72 0 2.27 1.1 1.33E+01 0.76 0.551 1.94E+00
19.1 5.81 0 2.3 1.1 1.31E+01 0.77 0.551 2.09E+00
19.4 5.91 0 2.32 1.1 1.29E+01 0.78 0.551 2.24E+00
19.7 6 0 2.34 1.1 1.27E+01 0.79 0.551 2.39E+00
20.0 6.09 0 2.37 1.1 1.25E+01 0.79 0.551 2.54E+00
20.3 6.18 0 2.4 1.1 1.24E+01 0.8 0.551 2.70E+00
20.6 6.27 0 2.42 1.2 1.22E+01 0.81 0.551 2.85E+00
20.9 6.36 0 2.45 1.2 1.20E+01 0.82 0.551 3.01E+00
21.2 6.44 0 2.48 1.2 1.18E+01 0.83 0.551 3.17E+00
21.5 6.53 0 2.52 1.2 1.16E+01 0.84 0.551 3.33E+00
21.8 6.62 0 2.55 1.2 1.15E+01 0.85 0.551 3.49E+00
22.1 6.71 0 2.59 1.2 1.13E+01 0.86 0.551 3.65E+00
22.3 6.79 0 2.62 1.3 1.12E+01 0.87 0.551 3.81E+00
22.6 6.88 0 2.66 1.3 1.10E+01 0.88 0.551 3.98E+00
22.9 6.97 0 2.7 1.3 1.08E+01 0.89 0.551 4.14E+00
23.2 7.05 0 2.74 1.3 1.07E+01 0.9 0.551 4.31E+00
23.5 7.13 0 2.78 1.3 1.05E+01 0.91 0.551 4.48E+00
23.8 7.22 0 2.83 1.4 1.04E+01 0.92 0.547 4.64E+00 1
24.1 7.3 0 2.87 1.4 1.03E+01 0.93 0.544 4.81E+00
24.3 7.38 0 2.91 1.4 1.01E+01 0.94 0.541 4.99E+00
24.7 7.47 0 2.96 1.4 9.98E+00 0.95 0.537 5.16E+00
24.9 7.55 0 3.01 1.4 9.84E+00 0.96 0.534 5.33E+00
25.2 7.63 0 3.05 1.5 9.71E+00 0.96 0.531 5.50E+00 •
25.5 7.71 0 3.1 1.5 9.58E+00 0.97 0.528 5.68E+00
25.8 7.79 0 3.15 1.5 9.45E+00 0.98 0.525 5.85E+00
26.1 7.87 0 3.2 1.5 9.32E+00 0.99 0.522 6.03E+00
26.3 7.94 0 3.26 1.5 9.20E+00 1 0.52 6.21E+00
26.6 8.02 0 3.31 1.6 9.08E+00 1.01 0.517 6.39E+00
26.9 8.1 0 3.36 1.6 8.96E+00 1.02 0.514 6.57E+00
27.2 8.18 0 3.42 1.6 8.84E+00 1.03 0.511 6.75E+00
27.4 8.25 0 3.47 1.6 8.72E+00 1.04 0.508 6.93E+00
27.7 8.33 0 3.53 1.6 8.61E+00 1.05 0.506 7.11E+00
28.0 8.4 0 3.58 1.7 8.50E+00 1.06 0.503 7.30E+00
28.3 8.48 0 3.64 1.7 8.38E+00 1.07 0.5 7.48E+00
28.5 8.55 0 3.7 1.7 8.28E+00 1.08 0.497 7.67E+00
28.8 8.63 0 3.76 1.7 8.17E+00 1.09 0.494 7.85E+00
29.1 8.7 0 3.82 1.7 8.06E+00 1.1 0.491 8.04E+00
29.3 8.77 0 3.88 1.8 7.96E+00 1.11 0.489 8.23E+00
29.6 8.84 0 3.94 1.8 7.86E+00 1.12 0.486 8.42E+00
29.9 8.92 0 4 1.8 7.76E+00 1.13 0.483 8.61E+00
30.2 8.99 0 4.06 1.8 7.67E+00 1.14 0.48 8.80E+00
30.4 9.06 0 4.12 1.9 7.57E+00 1.15 0.477 9.00E+00
30.7 9.13 0 4.18 1.9 7.48E+00 1.16 0.474 9.19E+00
31.0 9.2 0 4.24 1.9 7.39E+00 1.17 0.472 9.39E+00
31.2 9.27 0 4.31 1.9 7.31E+00 1.18 0.469 9.58E+00
31.5 9.34 0 4.37 2 7.22E+00 1.19 0.466 9.78E+00
31.8 9.41 0 4.43 2 7.14E+00 1.2 0.463 9.98E+00
32.1 9.48 0 4.5 2 7.06E+00 1.22 0.46 1.02E+01
32.3 9.54 0 4.56 2 6.98E+00 1.23 0.457 1.04E+01
32.6 9.61 0 4.63 2 6.90E+00 1.24 0.455 1.06E+01
32.9 9.68 0 4.69 2.1 6.83E+00 1.25 0.452 1.08E+01
33.1 9.75 0 4.76 2.1 6.76E+00 1.26 0.449 1.10E+01
33.4 9.81 0 4.82 2.1 6.69E+00 1.27 0.446 1.12E+01
33.7 9.88 0 4.89 2.1 6.62E+00 1.28 0.443 1.14E+01

case 03b
33.9 9.95 0 4.95 2.2 6.55E+00 1.29 0.44 1.16E+01
34.2 10.01 0 5.02 2.2 6.49E+00 1.3 0.437 1.18E+01
34.5 10.08 0 5.09 2.2 6.42E+00 1.31 0.434 1.20E+01
34.7 10.15 0 5.15 2.2 6.36E+00 1.32 0.431 1.23E+01
35.0 10.21 0 5.22 2.2 6.30E+00 1.33 0.428 1.25E+01
35.3 10.28 0 5.29 2.3 6.24E+00 1.34 0.425 1.27E+01
35.6 10.35 0 5.35 2.3 6.19E+00 1.35 0.422 1.29E+01
35.8 10.41 0 5.42 2.3 6.13E+00 1.37 0.419 1.31E+01
36.1 10.48 0 5.49 2.3 6.08E+00 1.38 0.415 1.34E+01
36.4 10.54 0 5.56 2.3 6.03E+00 1.39 0.412 1.36E+01
36.6 10.61 0 5.62 2.4 5.98E+00 1.4 0.409 1.38E+01
Level of buoyancy reversal in stratified ambient.
36.9 10.68 0 5.69 2.4 5.93E+00 1.41 0.406 1.40E+01
37.2 10.74 0 5.76 2.4 5.89E+00 1.42 0.402 1.43E+01
37.5 10.81 0 5.82 2.4 5.84E+00 1.43 0.399 1.45E+01
37.7 10.87 0 5.89 2.4 5.80E+00 1.44 0.396 1.47E+01
38.0 10.94 0 5.96 2.4 5.76E+00 1.45 0.392 1.50E+01
38.3 11 0 6.02 2.5 5.72E+00 1.47 0.389 1.52E+01
38.6 11.07 0 6.09 2.5 5.68E+00 1.48 0.385 1.54E+01
38.9 11.14 0 6.16 2.5 5.64E+00 1.49 0.382 1.57E+01
39.1 11.2 0 6.22 2.5 5.60E+00 1.5 0.378 1.59E+01
39.4 11.27 0 6.29 2.5 5.57E+00 1.51 0.374 1.62E+01
39.7 11.34 0 6.35 2.5 5.54E+00 1.52 0.371 1.64E+01
40.0 11.41 0 6.42 2.6 5.50E+00 1.53 0.367 1.67E+01
40.3 11.47 0 6.49 2.6 5.47E+00 1.55 0.363 1.69E+01
40.5 11.54 0 6.55 2.6 5.44E+00 1.56 0.359 1.72E+01
40.8 11.61 0 6.61 2.6 5.42E+00 1.57 0.355 1.74E+01
41.1 11.68 0 6.68 2.6 5.38E+00 1.58 0.351 1.77E+01
41.4 11.75 0 6.74 2.6 5.35E+00 1.6 0.347 1.80E+01
41.7 11.82 0 6.81 2.6 5.32E+00 1.61 0.342 1.82E+01
42.0 11.89 0 6.87 2.7 5.29E+00 1.63 0.337 1.85E+01
42.3 11.96 0 6.93 2.7 5.26E+00 1.64 0.332 1.88E+01
42.6 12.03 0 6.99 2.7 5.23E+00 1.66 0.327 1.91E+01
42.9 12.1 0 7.05 2.7 5.21E+00 1.67 0.325 1.92E+01 AT BOUNDARY(WATER SURFACE OR PYCNOCLINE)
Cumulative travel time = 19.1934 sec ( 0.01 Plume width(ft) 11.0
Horiz.Distance(ft) 39.7
END OF CORJET (MOD110): JET/PLUME NEAR-FIELC MIXING REGION
-------------------------
------------------------
BEGIN MOD131: LAYER UNDARY/TERMII LAYER APPROACH
Control volume inflow:
X Y Z 5 C B TT
12.1 0 7.05 2.7 5.21E+00 1.67 1.92E+01
Profile definitions:
BV = Gaussian 1/e -37% vertical thickness
BH = Gaussian 1/e -37% horizontal half-width, normal to trajectory
ZU = upper plume boundary:-coordinate)
ZL = lower plume boundary',coordinate)
5 = hydrodynamic centerline dilution
C = centerline concentration (includes reaction effects, if any)
TT = Cumulative travel time
X Y Z 5 C BV BH ZU ZL TT
10.43 0 8.72 2.7 5.21E+00 0 0 8.72 8.72 1.92E+01
10.93 0 8.72 2.7 5.21E+00 1.48 0.75 9.36 7.88 1.92E+01
11.43 0 8.72 2.7 5.21E+00 1.76 1.05 9.48 7.72 1.92E+01
11.93 0 8.72 2.7 5.21E+00 1.93 1.29 9.55 7.62 1.92E+01
12.43 0 8.72 2.7 5.15E+00 2.06 1.49 9.61 7.54 2.08E+01
12.94 0 8.72 2.9 4.90E+00 2.16 1.67 9.65 7.49 2.33E+01
13.44 0 8.72 3.1 4.59E+00 2.23 1.83 9.68 7.45 2.58E+01
13.94 0 8.72 3.3 4.33E+00 2.29 1.97 9.7 7.42 2.82E+01
14.44 0 8.72 3.4 4.18E+00 2.33 2.11 9.72 7.39 3.07E+01
14.94 0 8.72 3.4 4.09E+00 2.35 2.24 9.73 7.38 3.32E+01
15.44 0 8.72 3.5 4.04E+00 2.36 2.36 9.73 7.38 3.56E+01
Cumulative travel time = 35.6432 sec ( 0.01 hrs)
END OF MOD131: LAYER JNDARY/TERMII LAYER APPROACH
------------------------
----------------------
BEGIN MOD155: WEAKLY DEFLECTED JRFACE/BOTTOI PLUME
SURFACE/BOTT PLUME into a co-flow (or ounter-flow)
Profile definitions:
BV = Gaussian 1/e -37% vertical thickness
BH = Gaussian 1/e -37% horizontal half-width, normal to trajectory
ZU = upper plume boundary',coordinate)
ZL = lower plume boundary:-coordinate)
5 = hydrodynamic centerline dilution

case 03b
C = centerline concentration (includes reaction effects, if any)
TT = Cumulative travel time
Distance
(feet) X Y Z S C BV BH ZU ZL TT
55.1 15.44 0 8.72 3.5 4.04E+00 2.36 2.36 9.73 7.38 3.56E+01
59.2 16.81 0 8.72 5.2 2.72E+00 1.59 5.19 9.4 7.82 4.54E+01
62.2 17.8 5.9 6.8 5.28E+01 Default 10:1 Dilution(Per Wisconsin MZ Guidance)
63.4 18.18 0 8.72 6.2 2.26E+00 1.32 7.51 9.29 7.97 5.60E+01 Plume width(ft) 44.7
67.7 19.55 0 8.72 7 2.00E+00 1.17 9.63 9.22 8.06 6.74E+01 Horiz.Distance(ft) 58.3
72.0 20.92 0 8.72 7.7 1.82E+00 1.06 11.63 9.18 8.12 7.98E+01
76.2 22.28 0 8.72 8.4 1.68E+00 0.98 13.57 9.14 8.16 9.30E+01
80.6 23.65 0 8.72 8.9 1.58E+00 0.92 15.46 9.12 8.2 1.07E+02
84.9 25.02 0 8.72 9.5 1.49E+00 0.87 17.33 9.09 8.22 1.22E+02
89.2 26.39 0 8.72 9.9 1.42E+00 0.83 19.17 9.08 8.25 1.38E+02
93.6 27.76 0 8.72 10.4 1.35E+00 0.79 21 9.06 8.27 1.54E+02
98.0 29.13 0 8.72 10.9 1.30E+00 0.76 22.82 9.05 8.29 1.72E+02
102.4 30.5 0 8.72 11.3 1.25E+00 0.73 24.63 9.03 8.3 1.90E+02
106.8 31.87 0 8.72 11.7 1.21E+00 0.7 26.44 9.02 8.32 2.10E+02
111.2 33.24 0 8.72 12.1 1.17E+00 0.68 28.25 9.01 8.33 2.30E+02
115.6 34.61 0 8.72 12.5 1.13E+00 0.66 30.06 9 8.34 2.51E+02
120.0 35.98 0 8.72 12.8 1.10E+00 0.64 31.86 9 8.35 2.73E+02
124.4 37.35 0 8.72 13.2 1.07E+00 0.62 33.67 8.99 8.36 2.95E+02
128.9 38.72 0 8.72 13.5 1.04E+00 0.61 35.48 8.98 8.37 3.19E+02
133.3 40.09 0 8.72 13.9 1.02E+00 0.59 37.29 8.97 8.38 3.43E+02
137.7 41.46 0 8.72 14.2 9.92E-01 0.58 39.11 8.97 8.39 3.69E+02
142.2 42.83 0 8.72 14.5 9.70E-01 0.57 40.93 8.96 8.4 3.95E+02
146.6 44.2 0 8.72 14.9 9.49E-01 0.55 42.75 8.96 8.4 4.22E+02
151.0 45.56 0 8.72 15.2 9.30E-01 0.54 44.58 8.95 8.41 4.50E+02
155.5 46.93 0 8.72 15.5 9.11E-01 0.53 46.41 8.95 8.42 4.78E+02
159.9 48.3 0 8.72 15.8 8.94E-01 0.52 48.25 8.94 8.42 5.08E+02
164.4 49.67 0 8.72 16.1 8.77E-01 0.51 50.09 8.94 8.43 5.39E+02
168.9 51.04 0 8.72 16.4 8.61E-01 0.5 51.94 8.94 8.43 5.70E+02
173.3 52.41 0 8.72 16.7 8.46E-01 0.49 53.79 8.93 8.44 6.02E+02
177.0 53.5 16.9 55.3 6.30E+02 ACUTE MZ BOUNDARY(50 x DLS)
177.8 53.78 0 8.72 16.9 8.32E-01 0.48 55.65 8.93 8.44 6.35E+02 Plume width(ft) 363.1
182.2 55.15 0 8.72 17.2 8.18E-01 0.48 57.51 8.93 8.45 6.69E+02
186.7 56.52 0 8.72 17.5 8.06E-01 0.47 59.37 8.92 8.45 7.04E+02
191.2 57.89 0 8.72 17.8 7.93E-01 0.46 61.25 8.92 8.46 7.40E+02
195.6 59.26 0 8.72 18 7.81E-01 0.46 63.12 8.92 8.46 7.76E+02
200.1 60.63 0 8.72 18.3 7.70E-01 0.45 65 8.91 8.46 8.14E+02
204.6 62 0 8.72 18.6 7.59E-01 0.44 66.89 8.91 8.47 8.52E+02
209.0 63.37 0 8.72 18.8 7.48E-01 0.44 68.78 8.91 8.47 8.91E+02
213.5 64.74 0 8.72 19.1 7.38E-01 0.43 70.68 8.91 8.47 9.31E+02
218.0 66.11 0 8.72 19.4 7.29E-01 0.42 72.58 8.9 8.48 9.72E+02
222.5 67.48 0 8.72 19.6 7.19E-01 0.42 74.49 8.9 8.48 1.01E+03
226.9 68.84 0 8.72 19.9 7.10E-01 0.41 76.4 8.9 8.48 1.06E+03
231.4 70.21 0 8.72 20.1 7.01E-01 0.41 78.31 8.9 8.49 1.10E+03
235.8 71.58 0 8.72 20.3 6.93E-01 0.4 80.24 8.89 8.49 1.14E+03
240.3 72.95 0 8.72 20.6 6.85E-01 0.4 82.16 8.89 8.49 1.19E+03
244.8 74.32 0 8.72 20.8 6.77E-01 0.39 84.09 8.89 8.5 1.24E+03
249.3 75.69 0 8.72 21.1 6.69E-01 0.39 86.03 8.89 8.5 1.28E+03
253.8 77.06 0 8.72 21.3 6.62E-01 0.39 87.97 8.89 8.5 1.33E+03
258.2 78.43 0 8.72 21.5 6.55E-01 0.38 89.91 8.88 8.5 1.38E+03
262.7 79.8 0 8.72 21.8 6.48E-01 0.38 91.86 8.88 8.5 1.43E+03
267.2 81.17 0 8.72 22 6.41E-01 0.37 93.82 8.88 8.51 1.48E+03
271.7 82.54 0 8.72 22.2 6.34E-01 0.37 95.78 8.88 8.51 1.53E+03
276.2 83.91 0 8.72 22.5 6.28E-01 0.37 97.74 8.88 8.51 1.58E+03
280.6 85.28 0 8.72 22.7 6.22E-01 0.36 99.71 8.88 8.51 1.64E+03
285.1 86.65 0 8.72 22.9 6.16E-01 0.36 101.68 8.87 8.52 1.69E+03
289.6 88.02 0 8.72 23.1 6.10E-01 0.36 103.66 8.87 8.52 1.74E+03
294.1 89.39 0 8.72 23.3 6.04E-01 0.35 105.64 8.87 8.52 1.80E+03
298.6 90.76 0 8.72 23.6 5.98E-01 0.35 107.63 8.87 8.52 1.86E+03
303.0 92.12 0 8.72 23.8 5.93E-01 0.35 109.62 8.87 8.52 1.91E+03
307.5 93.49 0 8.72 24 5.88E-01 0.34 111.61 8.87 8.52 1.97E+03
312.0 94.86 0 8.72 24.2 5.82E-01 0.34 113.61 8.87 8.53 2.03E+03
316.5 96.23 0 8.72 24.4 5.77E-01 0.34 115.61 8.86 8.53 2.09E+03
321.0 97.6 0 8.72 24.6 5.72E-01 0.33 117.62 8.86 8.53 2.15E+03
325.4 98.97 0 8.72 24.8 5.67E-01 0.33 119.63 8.86 8.53 2.21E+03
329.9 100.34 0 8.72 25.1 5.63E-01 0.33 121.65 8.86 8.53 2.28E+03
334.4 101.71 0 8.72 25.3 5.58E-01 0.33 123.67 8.86 8.53 2.34E+03
338.9 103.08 0 8.72 25.5 5.54E-01 0.32 125.69 8.86 8.54 2.40E+03
343.4 104.45 0 8.72 25.7 5.49E-01 0.32 127.72 8.86 8.54 2.47E+03
347.9 105.82 0 8.72 25.9 5.45E-01 0.32 129.75 8.86 8.54 2.53E+03
352.4 107.19 0 8.72 26.1 5.41E-01 0.32 131.79 8.86 8.54 2.60E+03
356.8 108.56 0 8.72 26.3 5.37E-01 0.31 133.83 8.85 8.54 2.67E+03
361.3 109.93 0 8.72 26.5 5.32E-01 0.31 135.87 8.85 8.54 2.74E+03
365.8 111.3 0 8.72 26.7 5.29E-01 0.31 137.92 8.85 8.54 2.81E+03
370.3 112.67 0 8.72 26.9 5.25E-01 0.31 139.97 8.85 8.55 2.88E+03
374.8 114.04 0 8.72 27.1 5.21E-01 0.3 142.02 8.85 8.55 2.95E+03
379.2 115.4 0 8.72 27.3 5.17E-01 0.3 144.08 8.85 8.55 3.02E+03
383.7 116.77 0 8.72 27.5 5.13E-01 0.3 146.15 8.85 8.55 3.09E+03

case 03b
388.2 118.14 0 8.72 27.7 5.10E-01 0.3 148.21 8.85 8.55 3.17E+03
392.7 119.51 0 8.72 27.8 5.06E-01 0.3 150.28 8.85 8.55 3.24E+03
397.2 120.88 0 8.72 28 5.03E-01 0.29 152.36 8.85 8.55 3.32E+03
401.7 122.25 0 8.72 28.2 4.99E-01 0.29 154.43 8.85 8.55 3.39E+03
406.2 123.62 0 8.72 28.4 4.96E-01 0.29 156.51 8.84 8.56 3.47E+03
410.7 124.99 0 8.72 28.6 4.93E-01 0.29 158.6 8.84 8.56 3.55E+03
415.2 126.36 0 8.72 28.8 4.90E-01 0.29 160.69 8.84 8.56 3.63E+03
419.6 127.73 0 8.72 29 4.86E-01 0.28 162.78 8.84 8.56 3.71E+03
424.1 129.1 0 8.72 29.2 4.83E-01 0.28 164.87 8.84 8.56 3.79E+03
428.6 130.47 0 8.72 29.4 4.80E-01 0.28 166.97 8.84 8.56 3.87E+03
433.1 131.84 0 8.72 29.5 4.77E-01 0.28 169.07 8.84 8.56 3.95E+03
437.6 133.21 0 8.72 29.7 4.74E-01 0.28 171.18 8.84 8.56 4.04E+03
442.1 134.58 0 8.72 29.9 4.72E-01 0.27 173.29 8.84 8.56 4.12E+03
446.6 135.95 0 8.72 30.1 4.69E-01 0.27 175.4 8.84 8.56 4.21E+03
451.1 137.32 0 8.72 30.3 4.66E-01 0.27 177.52 8.84 8.57 4.29E+03
455.5 138.68 0 8.72 30.4 4.63E-01 0.27 179.63 8.84 8.57 4.38E+03
460.0 140.05 0 8.72 30.6 4.60E-01 0.27 181.76 8.84 8.57 4.47E+03
464.5 141.42 0 8.72 30.8 4.58E-01 0.27 183.88 8.83 8.57 4.55E+03
469.0 142.79 0 8.72 31 4.55E-01 0.27 186.01 8.83 8.57 4.64E+03
473.5 144.16 0 8.72 31.2 4.53E-01 0.26 188.14 8.83 8.57 4.73E+03
478.0 145.53 0 8.72 31.3 4.50E-01 0.26 190.28 8.83 8.57 4.83E+03
482.5 146.9 0 8.72 31.5 4.47E-01 0.26 192.41 8.83 8.57 4.92E+03
487.0 148.27 0 8.72 31.7 4.45E-01 0.26 194.56 8.83 8.57 5.01E+03
491.4 149.64 0 8.72 31.9 4.43E-01 0.26 196.7 8.83 8.57 5.10E+03
495.9 151.01 0 8.72 32 4.40E-01 0.26 198.85 8.83 8.57 5.20E+03
500.4 152.38 0 8.72 32.2 4.38E-01 0.26 201 8.83 8.57 5.29E+03 EDGE OF DISCHARGE INDUCED MIXING:
Cumulative travel time = 5293.548 sec ( 1.47 hrs) Plume width(ft) 1319
Horiz.Distance(ft) 500.0
END OF MOD155: WEAKLY DEFLECTED FACE/BOT1 PLUME
BEGIN MOD156: STRONGLY DEFLECTED JRFACE/BOTTOI PLUME
SPECIAL O-FLOWINOUNTER-FLOWII• OR VERTICAL DISCHARGE CASE:
THIS FLOW REGION DOES NOT OCCUR.
END OF MOD156: STRONGLY DEFLECTED FACE/BOT1 PLUME
" End of NEAR-FIELD REGION (NFR) ""
The initial plume WIDTH values in the next far-field module will be
CORRECTED by a factor 4.52 to conserve the mass flux in the far-field!
The correction factor is quite large because of the small ambient velocity
relative to the strong mixing taracteristi of the discharge!
This indicates localized RECIRCULATION REGIONS and INTERNAL HYDRAULIC JUMPS.
Width predictions show discontinuities. Dilution values should be acceptable.
Flow appears highly UNSTEADY in transition to the far-field and prediction resu
Its MAY be UNRELIABLE!
Some BOUNDARI INTERACTION with both banks occurs at end of near-field.
The dilution values in one or more of the preceding zones may be too high.
Carefully evaluate results in near-field and check degree of interaction.
---------------------------------
BEGIN MOD181: MIXED 'LUME/BOUNDE 1ANNEL/POSSIB UPSTREAM WEDGE INTRUSION
An UPSTREAM INTRUDING WEDGE is formed along the ace/pycnocline.
UPSTREAM WEDGE INTRUSION PROPERTIES in bounded channel (laterally uniform):
Wedge length = 94268.48 m
X-Position of wedge tip = -94116.1 m
Thickness at discharge (end of NFR) = 4.18 m
(Wedge thickness gradually decreases to zero at wedge tip.)
In this case, the upstream INTRUSION IS VERY LARGE, exceeding 10 times
the local water depth.
This may be caused by a very small ambient velocity, perhaps in combination
with large discharge buoyancy.
If the ambient conditions are strongly transient (e.g. tidal), then the
CORMIX Iteady-stat. predictions of upstream intrusion are probably
unrealistic.
The plume predictions prior to boundary npingemer and wedge formation
will be acceptable, however.
X Y Z 5 C BV BH ZU ZL TT
152.38 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 5.29E+03
Cumulative travel time = 5293.56 sec ( 1.47 hrs)
Flow is LATERALLY MIXED over the channel width.
END OF MOD181: MIXED LUME/BOUNDENNEL/POSIUPSTREAM WEDGE INTRUSION
-------------------------------
------------------------
BEGIN MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEC AMBIENT

case 03b
Vertical diffusivity (initial value) = 3.83E-10 m^2/s
Horizontal diffusivity (initial value) = 4.80E-03 m^2/s
Profile definitions:
BV = Gaussian s.d..sgrt(pi/2) -46% thickness, measured vertically
= ar equal to layer depth, if fully mixed
BH = Gaussian s.d.*sgrt(pi/2) -46% half-width,
measured horizontalh in Y-direction
ZU = upper plume boundary:-coordinate)
ZL = lower plume boundary:-coordinate)
S = hydrodynamic centerline dilution
C = centerline concentration (includes reaction effects, if any)
TT = Cumulative travel time
Plume Stage 2 (bank attached):
X Y Z 5 C BV BH ZU ZL TT
152.38 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 5.29E+03
200.86 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.01E+04
249.33 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.50E+04
297.81 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.98E+04
346.28 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.47E+04
394.76 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.95E+04
443.24 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 3.44E+04
491.71 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 3.92E+04
540.19 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 4.41E+04
588.66 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 4.89E+04
637.14 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 5.38E+04
685.62 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 5.86E+04
734.09 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 6.35E+04
782.57 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 6.83E+04
831.05 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 7.32E+04
879.52 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 7.80E+04
928 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 8.29E+04
976.47 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 8.77E+04
1024.95 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 9.26E+04
1073.43 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 9.74E+04
1121.9 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.02E+05
1170.38 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.07E+05
1218.86 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.12E+05
1267.33 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.17E+05
1315.81 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.22E+05
1364.28 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.26E+05
1412.76 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.31E+05
1461.24 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.36E+05
1509.71 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.41E+05
1558.19 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.46E+05
1606.66 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.51E+05
1655.14 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.56E+05
1703.62 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.60E+05
1752.09 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.65E+05
1800.57 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.70E+05
1849.05 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.75E+05
1897.52 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.80E+05
1946 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.85E+05
1994.47 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.90E+05
2042.95 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 1.94E+05
2091.43 250 8.72 32.2 4.38E-01 4,18 500 10.52 6.34 1.99E+05
2139.9 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.04E+05
2188.38 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.09E+05
2236.86 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.14E+05
2285.33 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.19E+05
2333.81 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.23E+05
2382.28 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.28E+05
2430.76 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.33E+05
2479.24 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.38E+05
2527.71 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.43E+05
2576.19 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.48E+05
2624.67 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.53E+05
2673.14 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.57E+05
2721.62 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.62E+05
2770.1 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.67E+05
2818.57 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.72E+05
2867.05 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.77E+05
2915.52 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.82E+05
2964 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.86E+05
3012.48 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.91E+05
3060.95 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 2.96E+05
3109.43 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 3.01E+05
3157.91 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 3.06E+05
3206.38 250 8.72 32.2 4.38E-01 4.18 500 10.52 6.34 3.11E+05

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case 04a
CORMIX1 PREDICTIO FILE:
1.11E+94
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX1:Single Port Discharges
CORMIX Version 11.0GTS
HYDRO1 Version 11.0.1.0 August 2019
CASE DESCRIPTION
Site name/labe Harris Reservoir (HNP Outfall 006)
Design case: 04a
FILE NAME: \\S...S\Du4 Energy\Mc Files\HNP006-04.prd
Time stamp: 12/18/2019--14:30:03
ENVIRONK PARAMETI(metric units)
Bounded section
BS = 500 AS = 6858 QA = 68.58 ICHREG= 1
HA = 13.72 HD = 13.72
UA = 0.01 F = 0.013 USTAR 0.000405
UW = 2 UWSTAR=0.2198E-02
Density stratified environment
STRCND= C RHOAM = 997.0253
RHOAS = 995.7971 RHOAB = 998.9443 RHOAHO= 997.729 E 0.002736
DRHOJ = 0.7166 HINT = 8.72 ES 0.003543
DISCHARG PARAMETI(metric units)
BANK = LEFT DISTB = 250
DO = 1.219 AO = 1.167 HO = 2.13 SUBO = 11.58
THETA = 0 SIGMA = 0
UO = 0.717 QO = 0.837 0.8368
RHOO = 995.7672 DRHOO 1.962 GPO 0.01928
CO 11.1 CUNITS= deg.0
(POLL = 3 KS 4.8E-06 KD 0
FLUX VARIABLE(metric units)
QO 0.8368 MO 0.5998 JO 0.01614 SIGNJO= 1
Associates length scales (meters)
LQ = 1.08 LM = 5.37 Lm = 77.45 Lb = 16135.78
Lmp = 99999 Lbp = 99999
NON-DIME PARAMETERS
FRO = 4.67 R = 71.68
FLOW CLASSIFICATION
1.11E+47
1 Flow class (CORMIX1= H4-0 1
1 Applicable layer depth HS = 8.72 1 ,
1 Limiting Dilution S =CEA/QO= 82.95 1
1.11E+47
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS ICI
CO 11.1 CUNITS= deg.0
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 5000 XMAX = 5000
X-Y-Z COORDINF SYSTEM:
ORIGIN is located at the bottom and below the center of the port:
250 m from the LEFT bank/shore.
X-axis points downstrea Y-axis points to left, Z-axis points upward.
NSTEP = 100 display intervals per module
NOTE on dilution/cc values for this HEATED DISCHARG(IPOLL=3):
S = hydrodyna dilutions, include buoyancy (heat) loss effects, but
provided plume has surface contact
C = corresponi temperatu values (in deg.C!) include heat loss,
if any
BEGIN MOD101: DISCHARG MODULE
X Y Z S C B Uc TT
0 0 2.13 1 1.11E+01 0.61 0.707 0.00E+00
1`

case 04a
END OF MOD101: DISCHARG MODULE
BEGIN CORJET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
Jet/plume transition motion in weak crossflow.
Zone of flow establishm THETAE= 0 SIGMAE= 0
LE = 5.27 XE = 5.27 YE = 0 ZE = 2.13
Profile definitions:
B = Gaussian 1/e -37%half-width,normal to trajectory
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
Uc = Local centerline excess velocity (above ambient)
TT = Cumulative travel time
Distance
(feeti X Y Z S C B Uc TT
0.0 0 0 2.13 1 1.11E+01 0.61 0.707 0.00E+00
17.3 5.27 0 2.13 1 1.11E+01 0.62 0.707 8.73E-02
17.9 5.45 0 2.13 1 1.11E+01 0.64 0.707 2.66E-01
18.4 5.62 0 2.14 1 1.11E+01 0.66 0.707 4.50E-01
19.0 5.79 0 2.14 1 1.11E+01 0.67 0.707 6.39E-01
19.6 5.96 0 2.15 1 1.11E+01 0.69 0.707 8.33E-01
20.1 6.14 0 2.16 1 1.11E+01 0.71 0.707 1.03E+00
20.7 6.31 0 2.17 1 1.10E+01 0.73 0.707 1.24E+00
21.3 6.48 0 2.18 1 1.07E+01 0.75 0.707 1.45E+00
21.8 6.65 0 2.2 1.1 1.04E+01 0.77 0.707 1.66E+00
22.4 6.82 0 2.22 1.1 1.02E+01 0.79 0.707 1.88E+00
22.9 6.99 0 2.24 1.1 9.93E+00 0.81 0.707 2.11E+00
23.5 7.17 0 2.26 1.1 9.70E+00 0.82 0.707 2.34E+00
24.1 7.34 0 2.29 1.2 9.47E+00 0.84 0.707 2.57E+00
24.6 7.51 0 2.31 1.2 9.25E+00 0.86 0.706 2.81E+00
25.2 7.68 0 2.34 1.2 9.03E+00 0.88 0.692 3.06E+00
25.8 7.85 0 2.38 1.3 8.83E+00 0.9 0.678 3.31E+00
26.3 8.02 0 2.41 1.3 8.63E+00 0.92 0.665 3.56E+00
26.9 8.18 0 2.45 1.3 8.44E+00 0.94 0.653 3.82E+00
27.4 8.35 0 2.49 1.3 8.26E+00 0.96 0.641 4.08E+00
28.0 8.52 0 2.53 1.4 8.08E+00 0.97 0.63 4.35E+00
28.5 8.69 0 2.57 1.4 7.91E+00 0.99 0.619 4.63E+00
28.8 8.77 0 2.6 1.4 7.83E+00 1 0.614 4.76E+00
29.4 8.94 0 2.64 1.4 7.66E+00 1.02 0.604 5.04E+00
29.9 9.1 0 2.69 1.5 7.51E+00 1.04 0.594 5.33E+00
30.5 9.27 0 2.75 1.5 7.35E+00 1.06 0.585 5.62E+00
31.0 9.43 0 2.8 1.5 7.21E+00 1.08 0.576 5.91E+00
31.6 9.59 0 2.86 1.6 7.06E+00 1.1 0.567 6.21E+00
32.1 9.76 0 2.91 1.6 6.92E+00 1.12 0.559 6.51E+00
32.7 9.92 0 2.97 1.6 6.79E+00 1.13 0.551 6.82E+00
33.2 10.08 0 3.04 1.7 6.66E+00 1.15 0.543 7.13E+00
33.7 10.24 0 3.1 1.7 6.53E+00 1.17 0.535 7.45E+00
34.3 10.4 0 3.17 1.7 6.41E+00 1.19 0.528 7.77E+00
34.8 10.56 0 3.23 1.8 6.29E+00 1.21 0.521 8.09E+00
35.4 10.72 0 3.3 1.8 6.18E+00 1.23 0.514 8.42E+00
35.9 10.87 0 3.38 1.8 6.07E+00 1.25 0.507 8.76E+00
36.4 11.03 0 3.45 1.9 5.96E+00 1.27 0.501 9.09E+00
37.0 11.19 0 3.52 1.9 5.86E+00 1.29 0.494 9.44E+00
37.5 11.34 0 3.6 1.9 5.76E+00 1.31 0.488 9.78E+00
38.1 11.5 0 3.67 2 5.66E+00 1.33 0.482 1.01E+01
38.6 11.65 0 3.75 2 5.57E+00 1.34 0.476 1.05E+01
39.1 11.8 0 3.83 2 5.48E+00 1.36 0.47 1.08E+01
39.7 11.96 0 3.91 2.1 5.39E+00 1.38 0.464 1.12E+01
40.2 12.11 0 3.99 2.1 5.31E+00 1.4 0.458 1.16E+01
40.7 12.26 0 4.07 2.1 5.23E+00 1.42 0.452 1.20E+01
41.3 12.41 0 4.15 2.2 5.15E+00 1.44 0.446 1.23E+01
41.8 12.57 0 4.23 2.2 5.08E+00 1.46 0.44 1.27E+01
42.3 12.72 0 4.32 2.2 5.00E+00 1.48 0.435 1.31E+01
42.9 12.87 0 4.4 2.2 4.93E+00 1.5 0.429 1.35E+01
43.4 13.02 0 4.48 2.3 4.87E+00 1.52 0.423 1.39E+01
43.9 13.17 0 4.56 2.3 4.80E+00 1.54 0.418 1.43E+01
44.5 13.32 0 4.65 2.3 4.74E+00 1.56 0.412 1.47E+01
45.0 13.48 0 4.73 2.4 4.68E+00 1.58 0.407 1.51E+01
45.6 13.63 0 4.81 2.4 4.63E+00 1.6 0.401 1.55E+01
46.1 13.78 0 4.89 2.4 4.57E+00 1.62 0.395 1.60E+01

case 04a
46.6 13.93 0 4.97 2.5 4.52E+00 1.64 0.39 1.64E+01
47.2 14.09 0 5.05 2.5 4.47E+00 1.66 0.384 1.68E+01
47.7 14.24 0 5.13 2.5 4.42E+00 1.68 0.379 1.73E+01
48.3 14.39 0 5.21 2.5 4.38E+00 1.7 0.373 1.77E+01
48.9 14.55 0 5.29 2.6 4.33E+00 1.72 0.367 1.82E+01
49.4 14.7 0 5.36 2.6 4.29E+00 1.74 0.362 1.87E+01
50.0 14.86 0 5.44 2.6 4.25E+00 1.77 0.356 1.91E+01
50.5 15.02 0 5.51 2.6 4.21E+00 1.79 0.35 1.96E+01
51.0 15.17 0 5.58 2.7 4.16E+00 1.81 0.344 2.01E+01
51.6 15.33 0 5.64 2.7 4.12E+00 1.83 0.338 2.06E+01
52.2 15.49 0 5.71 2.7 4.08E+00 1.86 0.332 2.11E+01
52.8 15.66 0 5.77 2.7 4.04E+00 1.88 0.326 2.16E+01
53.3 15.82 0 5.83 2.8 4.00E+00 1.91 0.321 2.21E+01
53.9 15.98 0 5.88 2.8 3.96E+00 1.93 0.315 2.26E+01
54.4 16.15 0 5.93 2.8 3.92E+00 1.96 0.309 2.32E+01
55.0 16.31 0 5.97 2.9 3.88E+00 1.99 0.304 2.37E+01
55.6 16.48 0 6.02 2.9 3.84E+00 2.01 0.299 2.43E+01
56.1 16.65 0 6.05 2.9 3.81E+00 2.03 0.294 2.49E+01
56.7 16.82 0 6.08 2.9 3.77E+00 2.06 0.29 2.54E+01
57.3 16.99 0 6.11 3 3.74E+00 2.08 0.285 2.60E+01
57.8 17.16 0 6.13 3 3.70E+00 2.1 0.282 2.66E+01
58.4 17.34 0 6.14 3 3.67E+00 2.12 0.279 2.72E+01
58.9 17.51 0 6.15 3.1 3.64E+00 2.14 0.276 2.78E+01
Maximum jet height has been reached.
59.5 17.68 0 6.16 3.1 3.61E+00 2.16 0.274 2.84E+01
60.0 17.85 0 6.15 3.1 3.57E+00 2.18 0.272 2.90E+01
60.6 18.03 0 6.14 3.1 3.54E+00 2.19 0.27 2.96E+01
61.1 18.2 0 6.12 3.2 3.51E+00 2.21 0.269 3.03E+01
61.7 18.37 0 6.1 3.2 3.48E+00 2.22 0.268 3.09E+01
62.2 18.54 0 6.07 3.2 3.45E+00 2.23 0.268 3.15E+01
62.7 18.71 0 6.04 3.2 3.42E+00 2.24 0.268 3.21E+01
63.2 18.88 0 6 3.3 3.39E+00 2.25 0.267 3.27E+01
63.7 19.04 0 5.96 3.3 3.36E+00 2.26 0.268 3.34E+01
64.2 19.21 0 5.91 3.3 3.33E+00 2.27 0.268 3.40E+01
64.7 19.37 0 5.85 3.4 3.30E+00 2.29 0.268 3.46E+01
65.2 19.53 0 5.8 3.4 3.27E+00 2.3 0.268 3.52E+01
65.7 19.7 0 5.73 3.4 3.24E+00 2.31 0.268 3.59E+01
66.2 19.86 0 5.67 3.5 3.21E+00 2.32 0.268 3.65E+01
66.6 20.01 0 5.6 3.5 3.18E+00 2.33 0.268 3.71E+01
67.1 20.17 0 5.53 3.5 3.15E+00 2.35 0.267 3.77E+01
67.6 20.33 0 5.46 3.6 3.12E+00 2.36 0.267 3.84E+01
68.0 20.48 0 5.38 3.6 3.09E+00 2.38 0.266 3.90E+01
68.5 20.64 0 5.31 3.6 3.06E+00 2.39 0.264 3.96E+01
69.0 20.79 0 5.23 3.7 3.02E+00 2.41 0.263 4.03E+01
69.4 20.95 0 5.15 3.7 2.99E+00 2.43 0.261 4.09E+01
69.9 21.1 0 5.07 3.7 2.97E+00 2.45 0.259 4.15E+01
70.3 21.25 0 4.99 3.8 2.94E+00 2.47 0.257 4.22E+01
70.8 21.4 0 4.91 3.8 2.92E+00 2.49 0.255 4.28E+01 AT BOUNDARY(WATER SURFACE OR PYCNOCLINE)
Terminal level in stratified ambient has been reached. Plume width(ft) 16.3
Cumulativi travel time = 42.8329 sec ( 0.01 Horiz.Distance(ft) 70.2
END OF COMET (MOD110)JET/PLUMI NEAR-FIEL MIXING REGION
BEGIN MOD131: LAYER BOUNDAR LAYER APPROACH
Control volume inflow:
X Y Z S C B TT
21.4 0 4.91 3.8 2.92E+00 2.49 4.28E+01
Profile definitions:
BV = Gaussian 1/e -37%vertical thickness
BH = Gaussian 1/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
5 = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulativi travel time
Distance
(feet) X Y Z S C BV BH ZU ZL TT
65.7 18.91 0 8.72 3.8 2.92E+00 0 0 8.72 8.72 4.28E+01
68.0 19.66 0 8.72 3.8 2.92E+00 2.21 1.11 9.23 7.02 4.28E+01
70.4 20.41 0 8.72 3.8 2.92E+00 2.62 1.57 9.33 6.7 4.28E+01
72.7 21.16 0 8.72 3.8 2.92E+00 2.89 1.93 9.39 6.5 4.28E+01

case 04a
75.0 21.9 0 8.72 3.8 2.90E+00 3.08 2.23 9.43 6.35 4.59E+01
77.4 22.65 0 8.72 3.9 2.82E+00 3.23 2.49 9.47 6.24 5.05E+01
79.8 23.4 0 8.72 4.1 2.72E+00 3.34 2.73 9.49 6.15 5.51E+01
82.1 24.15 0 8.72 4.2 2.63E+00 3.42 2.94 9.51 6.09 5.96E+01
84.5 24.9 0 8.72 4.3 2.58E+00 3.48 3.15 9.52 6.05 6.42E+01
86.9 25.64 0 8.72 4.4 2.55E+00 3.51 3.34 9.53 6.02 6.88E+01
89.2 26.39 0 8.72 4.4 2.53E+00 3.52 3.52 9.53 6.02 7.34E+01
Cumulativi travel time = 73.408 sec ( 0.02 hrs)
END OF MOD131: LAYER BOUNDAR LAYER APPROACH
BEGIN M0D155: WEAKLY DEFLECTEL SURFACE/I PLUME
SURFACE/I PLUME into a co-flow (or counter-flow)
Profile definitions:
BV = Gaussian 1/e -37%vertical thickness
BH = Gaussian 1/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
5 = hydrodyna centerline dilution
C = centerline concentrai(includes reaction effects, if any)
TT = Cumulativi travel time
Distance
(feet) X Y Z 5 C BV BH ZU ZL TT
89.2 26.39 0 8.72 4.4 2.53E+00 3.52 3.52 9.53 6.02 7.34E+01
93.8 27.8 5.9 6.5 8.56E+01 Default 10:1 Dilution(Per Wisconsin MZ Guidance)
94.7 28.1 0 8.72 6.2 1.78E+00 2.48 7.1 9.29 6.82 8.80E+01 Plume width(ft) 42.7
100.2 29.81 0 8.72 7.4 1.50E+00 2.08 10.06 9.2 7.12 1.04E+02 Horiz.Distance(ft) 91.3
105.7 31.52 0 8.72 8.4 1.33E+00 1.85 12.75 9.15 7.3 1.20E+02
111.1 33.22 0 8.72 9.1 1.21E+00 1.69 15.29 9.11 7.42 1.38E+02
116.6 34.93 0 8.72 9.8 1.13E+00 1.57 17.74 9.08 7.52 1.57E+02
122.1 36.64 0 8.72 10.5 1.06E+00 1.47 20.12 9.06 7.59 1.77E+02
127.7 38.35 0 8.72 11.1 1.00E+00 1.39 22.45 9.04 7.65 1.98E+02
133.2 40.05 0 8.72 11.6 9.54E-01 1.33 24.75 9.03 7.7 2.20E+02
138.7 41.76 0 8.72 12.2 9.13E-01 1.27 27.02 9.01 7.74 2.43E+02
144.3 43.47 0 8.72 12.7 8.77E-01 1.22 29.28 9 7.78 2.67E+02
149.8 45.18 0 8.72 13.1 8.45E-01 1.18 31.52 8.99 7.82 2.92E+02
155.4 46.89 0 8.72 13.6 8.17E-01 1.14 33.75 8.98 7.85 3.18E+02
160.9 48.59 0 8.72 14 7.91E-01 1.1 35.97 8.97 7.87 3.46E+02
166.4 50.3 0 8.72 14.5 7.68E-01 1.07 38.19 8.97 7.9 3.74E+02
172.0 52.01 0 8.72 14.9 7.47E-01 1.04 40.4 8.96 7.92 4.03E+02
177.0 53.5 15.3 42.4 4.31E+02 ACUTE MZ BOUNDARY(50 z DL5)
177.6 53.72 0 8.72 15.3 7.27E-01 1.01 42.61 8.95 7.94 4.34E+02 Plume width(ft) 278.1
183.1 55.43 0 8.72 15.7 7.09E-01 0.99 44.82 8.95 7.96 4.65E+02
188.7 57.13 0 8.72 16 6.92E-01 0.96 47.04 8.94 7.98 4.98E+02
194.3 58.84 0 8.72 16.4 6.76E-01 0.94 49.25 8.94 8 5.32E+02
199.8 60.55 0 8.72 16.8 6.62E-01 0.92 51.46 8.93 8.01 5.66E+02
205.4 62.26 0 8.72 17.1 6.48E-01 0.9 53.68 8.93 8.03 6.02E+02
211.0 63.97 0 8.72 17.5 6.35E-01 0.88 55.9 8.92 8.04 6.39E+02
216.5 65.67 0 8.72 17.8 6.23E-01 0.87 58.12 8.92 8.05 6.77E+02
222.1 67.38 0 8.72 18.2 6.11E-01 0.85 60.34 8.92 8.07 7.15E+02
227.7 69.09 0 8.72 18.5 6.00E-01 0.83 62.57 8.91 8.08 7.55E+02
233.3 70.8 0 8.72 18.8 5.90E-01 0.82 64.8 8.91 8.09 7.96E+02
238.9 72.51 0 8.72 19.1 5.80E-01 0.81 67.04 8.91 8.1 8.38E+02
244.4 74.21 0 8.72 19.5 5.70E-01 0.79 69.28 8.9 8.11 8.81E+02
250.0 75.92 0 8.72 19.8 5.61E-01 0.78 71.53 8.9 8.12 9.26E+02
255.6 77.63 0 8.72 20.1 5.53E-01 0.77 73.78 8.9 8.13 9.71E+02
261.2 79.34 0 8.72 20.4 5.44E-01 0.76 76.03 8.9 8.14 1.02E+03
266.8 81.05 0 8.72 20.7 5.36E-01 0.75 78.29 8.89 8.15 1.06E+03
272.4 82.75 0 8.72 21 5.29E-01 0.74 80.55 8.89 8.15 1.11E+03
278.0 84.46 0 8.72 21.3 5.22E-01 0.73 82.82 8.89 8.16 1.16E+03
283.5 86.17 0 8.72 21.6 5.15E-01 0.72 85.1 8.89 8.17 1.21E+03
289.1 87.88 0 8.72 21.9 5.08E-01 0.71 87.38 8.88 8.18 1.26E+03
294.7 89.59 0 8.72 22.1 5.01E-01 0.7 89.66 8.88 8.18 1.32E+03
300.3 91.29 0 8.72 22.4 4.95E-01 0.69 91.95 8.88 8.19 1.37E+03
305.9 93 0 8.72 22.7 4.89E-01 0.68 94.24 8.88 8.2 1.43E+03
311.5 94.71 0 8.72 23 4.83E-01 0.67 96.54 8.88 8.2 1.48E+03
317.1 96.42 0 8.72 23.3 4.77E-01 0.66 98.84 8.87 8.21 1.54E+03
322.7 98.13 0 8.72 23.5 4.72E-01 0.66 101.15 8.87 8.22 1.60E+03
328.3 99.83 0 8.72 23.8 4.67E-01 0.65 103.47 8.87 8.22 1.65E+03
333.9 101.54 0 8.72 24.1 4.61E-01 0.64 105.78 8.87 8.23 1.71E+03
339.5 103.25 0 8.72 24.3 4.56E-01 0.64 108.11 8.87 8.23 1.78E+03

case 04a
345.1 104.96 0 8.72 24.6 4.52E-01 0.63 110.43 8.87 8.24 1.84E+03
350.7 106.67 0 8.72 24.8 4.47E-01 0.62 112.77 8.86 8.24 1.90E+03
356.2 108.37 0 8.72 25.1 4.42E-01 0.62 115.11 8.86 8.25 1.96E+03
361.8 110.08 0 8.72 25.3 4.38E-01 0.61 117.45 8.86 8.25 2.03E+03
367.4 111.79 0 8.72 25.6 4.34E-01 0.6 119.8 8.86 8.26 2.10E+03
373.0 113.5 0 8.72 25.8 4.29E-01 0.6 122.15 8.86 8.26 2.16E+03
378.6 115.21 0 8.72 26.1 4.25E-01 0.59 124.5 8.86 8.27 2.23E+03
384.2 116.91 0 8.72 26.3 4.21E-01 0.59 126.87 8.86 8.27 2.30E+03
389.8 118.62 0 8.72 26.6 4.18E-01 0.58 129.23 8.85 8.27 2.37E+03
395.4 120.33 0 8.72 26.8 4.14E-01 0.58 131.6 8.85 8.28 2.44E+03
401.0 122.04 0 8.72 27.1 4.10E-01 0.57 133.98 8.85 8.28 2.52E+03
406.6 123.75 0 8.72 27.3 4.06E-01 0.57 136.36 8.85 8.29 2.59E+03
412.2 125.45 0 8.72 27.5 4.03E-01 0.56 138.75 8.85 8.29 2.66E+03
417.8 127.16 0 8.72 27.8 4.00E-01 0.56 141.14 8.85 8.29 2.74E+03
423.4 128.87 0 8.72 28 3.96E-01 0.55 143.53 8.85 8.3 2.82E+03
429.0 130.58 0 8.72 28.3 3.93E-01 0.55 145.93 8.85 8.3 2.90E+03
434.5 132.28 0 8.72 28.5 3.90E-01 0.54 148.33 8.85 8.3 2.97E+03
440.2 133.99 0 8.72 28.7 3.87E-01 0.54 150.74 8.84 8.31 3.05E+03
445.8 135.7 0 8.72 28.9 3.84E-01 0.53 153.15 8.84 8.31 3.14E+03
451.4 137.41 0 8.72 29.2 3.81E-01 0.53 155.57 8.84 8.31 3.22E+03
457.0 139.12 0 8.72 29.4 3.78E-01 0.53 157.99 8.84 8.32 3.30E+03
462.5 140.82 0 8.72 29.6 3.75E-01 0.52 160.41 8.84 8.32 3.38E+03
468.1 142.53 0 8.72 29.8 3.72E-01 0.52 162.84 8.84 8.32 3.47E+03
473.7 144.24 0 8.72 30.1 3.69E-01 0.51 165.28 8.84 8.33 3.56E+03
479.3 145.95 0 8.72 30.3 3.66E-01 0.51 167.72 8.84 8.33 3.64E+03
485.0 147.66 0 8.72 30.5 3.64E-01 0.51 170.16 8.84 8.33 3.73E+03
490.5 149.36 0 8.72 30.7 3.61E-01 0.5 172.61 8.84 8.33 3.82E+03
496.1 151.07 0 8.72 30.9 3.59E-01 0.5 175.06 8.84 8.34 3.91E+03
501.7 152.78 0 8.72 31.2 3.56E-01 0.5 177.51 8.83 8.34 4.00E+03
507.3 154.49 0 8.72 31.4 3.54E-01 0.49 179.97 8.83 8.34 4.10E+03
512.9 156.2 0 8.72 31.6 3.51E-01 0.49 182.43 8.83 8.34 4.19E+03
518.5 157.9 0 8.72 31.8 3.49E-01 0.49 184.9 8.83 8.35 4.29E+03
524.1 159.61 0 8.72 32 3.47E-01 0.48 187.37 8.83 8.35 4.38E+03
529.7 161.32 0 8.72 32.2 3.44E-01 0.48 189.85 8.83 8.35 4.48E+03
535.3 163.03 0 8.72 32.4 3.42E-01 0.48 192.33 8.83 8.35 4.58E+03
540.9 164.74 0 8.72 32.6 3.40E-01 0.47 194.81 8.83 8.36 4.67E+03
546.5 166.44 0 8.72 32.8 3.38E-01 0.47 197.3 8.83 8.36 4.77E+03
552.1 168.15 0 8.72 33.1 3.36E-01 0.47 199.79 8.83 8.36 4.88E+03
557.7 169.86 0 8.72 33.3 3.34E-01 0.46 202.28 8.83 8.36 4.98E+03
563.3 171.57 0 8.72 33.5 3.32E-01 0.46 204.78 8.83 8.37 5.08E+03
568.9 173.28 0 8.72 33.7 3.30E-01 0.46 207.28 8.83 8.37 5.19E+03
574.5 174.98 0 8.72 33.9 3.28E-01 0.46 209.79 8.83 8.37 5.29E+03
580.1 176.69 0 8.72 34.1 3.26E-01 0.45 212.3 8.82 8.37 5.40E+03
585.7 178.4 0 8.72 34.3 3.24E-01 0.45 214.81 8.82 8.37 5.50E+03
591.3 180.11 0 8.72 34.5 3.22E-01 0.45 217.33 8.82 8.38 5.61E+03
596.9 181.82 0 8.72 34.7 3.20E-01 0.45 219.85 8.82 8.38 5.72E+03
602.5 183.52 0 8.72 34.9 3.18E-01 0.44 222.38 8.82 8.38 5.83E+03
608.1 185.23 0 8.72 35.1 3.16E-01 0.44 224.91 8.82 8.38 5.94E+03
613.7 186.94 0 8.72 35.3 3.15E-01 0.44 227.44 8.82 8.38 6.06E+03
619.3 188.65 0 8.72 35.5 3.13E-01 0.44 229.97 8.82 8.39 6.17E+03
624.9 190.36 0 8.72 35.7 3.11E-01 0.43 232.51 8.82 8.39 6.29E+03
630.5 192.06 0 8.72 35.9 3.10E-01 0.43 235.06 8.82 8.39 6.40E+03
636.1 193.77 0 8.72 36 3.08E-01 0.43 237.6 8.82 8.39 6.52E+03 I
641.7 195.48 0 8.72 36.2 3.06E-01 0.43 240.15 8.82 8.39 6.64E+03 1
647.3 197.19 0 8.72 36.4 3.05E-01 0.42 242.71 8.82 8.39 6.76E+03 EDGE OF DISCHARGE INDUCED MIXING: 1
' Cumulativi travel time = 6755.974 sec ( 1.88 hrs) Plume width(ft) 1593
Horiz.Distance{ft) 647.0
END OF MOD1S5: WEAKLY DEFLECTEE SURFACE/I PLUME
BEGIN MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
SPECIAL CO-FLOWI COUNTER-OR VERTICAL DISCHARG CASE:
THIS FLOW REGION DOES NOT OCCUR.
END OF MOD156: STRONGLY DEFLECTEE SURFACE/I PLUME
End of NEAR-FIEL REGION (NFR) ••
The initial plume WIDTH values in the next far-field module will be
CORRECTE by a factor 3.83 to conserve the mass flux in the far-field!
The correction factor is quite large because of the small ambient velocity
relative to the strong mixing characteri1 of the discharge!
This indicates localized RECIRCUU REGIONS and INTERNAL HYDRAULI JUMPS.

case 04a
Width prediction!show discontinu Dilution values should be acceptable.
Some BOUNDAR INTERACTI with both banks occurs at end of near-field.
The dilution values in one Or more of the preceding zones may be too high.
Carefully evaluate results in near-field and check degree of interaction.
BEGIN MOD181: MIXED PLUME/BC CHANNEL/UPSTREAN WEDGE INTRUSION
An UPSTREAr INTRUDINi WEDGE is formed along the surface/pycnocline.
UPSTREAM WEDGE INTRUSIOt PROPERTIE in bounded channel (laterally uniform):
Wedge length = 117104.1 m
X-Position of wedge tip = -116907 m
Thickness at discharge (end of NFR) = 6.02 m
(Wedge thickness gradually decreases to zero at wedge tip.)
In this case, the upstream INTRUSIOf IS VERY LARGE, exceeding 10 times
the local water depth.
This may be caused by a very small ambient velocity, perhaps in combination
with large discharge buoyancy.
If the ambient conditions are strongly transient (e.g. tidal), then the
CORMIX steady-sta prediction:of upstream intrusion are probably
unrealistic.
The plume prediction prior to boundary impingemf and wedge formation
will be acceptable however.
X Y Z S C BV BH ZU a TT
197.19 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 6.76E+03
Cumulative travel time = 6755.981 sec ( 1.88 hrs)
Flow is LATERALLY MIXED over the channel width.
END OF MOD181: MIXED PLUME/BC CHANNEL/UPSTREAP WEDGE INTRUSION
BEGIN MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEI AMBIENT
Vertical diffusivity (initial value) = 3.83E-10 m^2/s
Horizontal diffusivity (initial value) = 4.80E-03 m^2/s
Profile definitions:
BV = Gaussian s.d.'sgrt(p -46%thickness, measured vertically
= or equal to layer depth, if fully mixed
BH = Gaussian s.d.'sgrt(p -46%half-width,
measured horizontal)in Y-direction
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentral(includes reaction effects, if any)
TT = Cumulative travel time
Plume Stage 2(bank attached):
X Y Z S C BV BH ZU ZL TT
197.19 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 6.76E+03
245.22 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.16E+04
293.24 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.64E+04
341.27 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.12E+04
389.3 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.60E+04
437.33 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.08E+04
485.36 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.56E+04
533.38 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.04E+04
581.41 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.52E+04
629.44 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 5.00E+04
' 677.47 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 5.48E+04
725.5 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 5.96E+04
773.53 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 6.44E+04
821.55 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 6.92E+04
869.58 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 7.40E+04
917.61 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 7.88E+04
' 965.64 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 8.36E+04
1013.67 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 8.84E+04
1061.69 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 9.32E+04
1109.72 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 9.80E+04
1157.75 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.03E+05
1205.78 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.08E+05
1253.81 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.12E+05

case 04a
1301.83 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.17E+05
1349.86 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.22E+05
1397.89 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.27E+05
1445.92 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.32E+05
1493.95 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.36E+05
1541.97 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.41E+05
1590 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.46E+05
1638.03 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.51E+05
1686.06 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.56E+05
1734.09 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.60E+05
1782.11 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.65E+05
1830.14 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.70E+05
1878.17 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.75E+05
1926.2 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.80E+05
1974.23 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.84E+05
2022.26 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.89E+05
2070.28 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.94E+05
2118.31 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 1.99E+05
2166.34 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.04E+05
2214.37 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.08E+05
2262.4 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.13E+05
2310.42 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.18E+05
2358.45 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.23E+05
2406.48 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.28E+05
2454.51 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.32E+05
2502.54 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.37E+05
2550.56 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.42E+05
2598.59 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.47E+05
2646.62 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.52E+05
2694.65 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.57E+05
2742.68 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.61E+05
2790.7 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.66E+05
2838.73 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.71E+05
2886.76 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.76E+05
2934.79 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.81E+05
2982.82 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.85E+05
3030.84 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.90E+05
3078.87 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 2.95E+05
3126.9 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.00E+05
3174.93 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.05E+05
3222.96 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.09E+05
3270.99 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.14E+05
3319.01 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.19E+05
3367.04 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.24E+05
3415.07 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.29E+05
3463.1 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.33E+05
3511.13 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.38E+05
3559.15 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.43E+05
3607.18 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.48E+05
3655.21 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.53E+05
3703.24 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.57E+05
3751.27 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.62E+05
3799.29 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.67E+05
3847.32 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.72E+05
3895.35 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.77E+05
3943.38 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.81E+05
3991.41 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.86E+05
4039.43 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.91E+05
4087.46 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 3.96E+05
4135.49 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.01E+05
4183.52 250 8.72 361 3.05E-01 6.02 500 10.11 4.09 4.05E+05
4231.55 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.10E+05
4279.58 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.15E+05
4327.6 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.20E+05
4375.63 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.25E+05
4423.66 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.29E+05
4471.69 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.34E+05
4519.72 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.39E+05
4567.75 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.44E+05
4615.77 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.49E+05
4663.8 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.53E+05
4711.83 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.58E+05
4759.86 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.63E+05
4807.89 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.68E+05 1

case 04a
4855.92 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.73E+05
4903.94 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.77E+05
4951.97 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.82E+05
5000 250 8.72 36.4 3.05E-01 6.02 500 10.11 4.09 4.87E+05
Cumulativi travel time = 487037.2 sec ( 135.29 hrs)
Note:
CORM IX is a steady state model and assumes discharge and ambient conditions do not vary
over time. The predicted plume cumulativc travel time exceeds 48 hours at this trajectory
distance. Keep in mind that ambient and discharge conditions are likely to vary over
large space and time scales. Prediction:at such large space and time scales may be
inconsistei with CORMIX modeling assumptions.
Please carefully evaluate your simulation results and limit model interpretal to space
and time scales consistent with steady state assumptio and ambient schematization.
Simulation limit based on maximum specified distance = 5000 m.
This is the REGION OF INTEREST limitation.
END OF MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEI AMBIENT
CORMIX1:Single Port Discharges End of Prediction File
1.11E+94

case 04b
CORMIXO PREDICTIO FILE:
1.11E+94
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIXO:Single Port Discharges
CORMIX Version 11.0GT5
HYDRO1 Version 11.0.1.0 August 2019
CASE DESCRIPTION
Site name/labe Harris Reservoir (HNP Outfall 006)
Design case: 04b
FILE NAME: \\S...S\Dul Energy\Mc Files\HNP006-04.prd
Time stamp: 12/18/2019--14:32:08
ENVIRONS PARAMETE(metric units)
Bounded section
BS = 500 AS = 6858 OA = 68.58 ICHREG= 1
HA = 13.72 HD = 13.72
UA = 0.01 F = 0.013 USTAR 0.000405
UW = 2 UWSTAR=0.2198E-02
Density stratified environment
1 STRCND= C RHOAM = 997.0253
RHOAS = 995.7971 RHOAB = 998.9443 RHOAHO= 997.729 E 0.002736
DRHOJ = 0.7166 HINT = 8.72 ES 0.003543
DISCHARG PARAMETE(metric units)
BANK = LEFT DISTB = 250
DO = 1.219 AO = 1.167 HO = 2.13 SUBO = 11.58
THETA = 0 SIGMA = 0
UO = 0.556 Q0 = 0.649 0.6489
RHOO = 995.7672 DRHOO 1.962 GPO 0 01928
CO 11.1 CUNITS= deg.0
IPOLL = 3 KS 4.8E-06 KD 0
FLUX VARIABLES(metric units)
QO 0.6489 MO 0.3606 JO 0.01251 SIGNJO= 1
Associated length scales (meters)
LQ = 1.08 LM = 4.16 Lm = 60.05 Lb = 12511.56
Lmp = 99999 Lbp = 99999
NON-DIME PARAMETERS
FRO = 3.62 R = 55.58
FLOW CLASSIFICATION
1.11E+47
1 Flow class (CORMIX1,= H4-0 1
1 Applicable layer depth HS = 8.72 1
1 Limiting Dilution S =QA/Q0= 106.69 1
1.11E+47
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO 11.1 CUNITS= deg.0
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 5000 XMAX = 5000
X-Y-Z COORDINP SYSTEM:
ORIGIN is located at the bottom and below the center of the port:
250 m from the LEFT bank/shore.
X-axis points downstrea Y-axis points to left, Z-axis points upward.
NSTEP = 100 display intervals per module
NOTE on dilution/co values for this HEATED DISCHARG(IPOLL=3):
S = hydrodyna dilutions, include buoyancy (heat) loss effects, but
provided plume has surface contact
C = corresponc temperatu values (in deg.Cl) include heat loss,
if any
' BEGIN MOD101: DISCHARG MODULE
X Y Z S C B Uc TT
0 0 2.13 1 1.11E+01 0.61 0.546 0.00E+00
END OF MOD101: DISCHARG MODULE
BEGIN CORJET (MOD110)JET/PLUME NEAR-FIELI MIXING REGION

case 04b
Jet/plume transition motion in weak crossflow.
Zone of flow establishm THETAE= 0 SIGMAE= 0
LE = 4.8 XE = 4.8 YE = 0 ZE = 2.13
Profile definitions:
B = Gaussian 1/e -37%half-width,normal to trajectory
5 = hydrodyna centerline dilution
C = centerline concentrat(includes reaction effects, if any)
Uc = Local centerline excess velocity (above ambient)
TT = Cumulative travel time
Distance
Ifeetj X Y Z 5 C B Uc TT
0.0 0 0 2.13 1 1.11E+01 0.61 0.546 0.00E+00
15.7 4.8 0 2.13 1 1.11E+01 0.62 0.546 9.68E-02
16.0 4.88 0 2.13 1 1.11E+01 0.63 0.546 1.95E-01
16.7 5.1 0 2.14 1 1.11E+01 0.65 0.546 4.96E-01
17.2 5.25 0 2.14 1 1.11E+01 0.67 0.546 7.03E-01
17.7 5.4 0 2.15 1 1.11E+01 0.68 0.546 9.15E-01
18.2 5.55 0 2.16 1 1.11E+01 0.7 0.546 1.13E+00
18.7 5.69 0 2.18 1 1.11E+01 0.71 0.546 1.35E+00
19.2 5.84 0 2.19 1 1.10E+01 0.73 0.546 1.58E+00
19.7 5.99 0 2.21 1 1.07E+01 0.75 0.546 1.81E+00
20.1 6.13 0 2.23 1.1 1.05E+01 0.76 0.546 2.05E+00
20.6 6.28 0 2.26 1.1 1.02E+01 0.78 0.546 2.29E+00
21.1 6.43 0 2.29 1.1 1.00E+01 0.79 0.546 2.53E+00
21.6 6.57 0 2.32 1.1 9.79E+00 0.81 0.546 2.78E+00
22.1 6.72 0 2.35 1.2 9.57E+00 0.83 0.546 3.03E+00
22.5 6.86 0 2.38 1.2 9.36E+00 0.84 0.546 3.29E+00
23.0 7 0 2.42 1.2 9.16E+00 0.86 0.546 3.55E+00
23.5 7.15 0 2.46 1.2 8.96E+00 0.87 0.545 3.82E+00
23.9 7.29 0 2.5 1.3 8.77E+00 0.89 0.537 4.09E+00
24.4 7.43 0 2.55 1.3 8.59E+00 0.91 0.529 4.36E+00
24.9 7.57 0 2.6 1.3 8.41E+00 0.92 0.521 4.64E+00
25.4 7.71 0 2.65 1.3 8.23E+00 0.94 0.514 4.93E+00
25.8 7.85 0 2.7 1.4 8.06E+00 0.95 0.507 5.21E+00
26.3 7.99 0 2.75 1.4 7.90E+00 0.97 0.5 5.50E+00
26.7 8.12 0 2.81 1.4 7.74E+00 0.99 0.494 5.80E+00
27.2 8.26 0 2.87 1.5 7.58E+00 1 0.487 6.09E+00
27.7 8.39 0 2.93 1.5 7.43E+00 1.02 0.481 6.40E+00
27.9 8.46 0 2.96 1.5 7.36E+00 1.03 0.478 6.55E+00
28.3 8.59 0 3.03 1.5 7.21E+00 1.04 0.473 6.85E+00
28.8 8.73 0 3.09 1.6 7.08E+00 1.06 0.467 7.16E+00
29.3 8.86 0 3.16 1.6 6.94E+00 1.08 0.462 7.48E+00
29.7 8.99 0 3.23 1.6 6.81E+00 1.09 0.456 7.80E+00
30.2 9.12 0 3.3 1.7 6.68E+00 1.11 0.451 8.12E+00
30.6 9.25 0 3.38 1.7 6.56E+00 1.13 0.446 8.44E+00
31.1 9.38 0 3.45 1.7 6.44E+00 1.14 0.441 8.77E+00
31.5 9.5 0 3.53 1.8 6.33E+00 1.16 0.436 9.10E+00
32.0 9.63 0 3.6 1.8 6.22E+00 1.18 0.432 9.44E+00
32.4 9.76 0 3.68 1.8 6.11E+00 1.19 0.427 9.78E+00
32.9 9.88 0 3.76 1.8 6.01E+00 1.21 0.422 1.01E+01
33.3 10.01 0 3.84 1.9 5.91E+00 1.23 0.417 1.05E+01
33.8 10.13 0 3.92 1.9 5.81E+00 1.24 0.413 1.08E+01
34.2 10.25 0 4 1.9 5.72E+00 1.26 0.408 1.12E+01
34.7 10.38 0 4.09 2 5.63E+00 1.28 0.403 1.15E+01
35.1 10.5 0 4.17 2 5.55E+00 1.29 0.399 1.19E+01
35.5 10.62 0 4.25 2 5.47E+00 1.31 0.394 1.23E+01
36.0 10.74 0 4.34 2.1 5.39E+00 1.33 0.389 1.26E+01
36.4 10.87 0 4.42 2.1 5.31E+00 1.34 0.385 1.30E+01
36.9 10.99 0 4.51 2.1 5.24E+00 1.36 0.38 1.34E+01
37.3 11.11 0 4.59 2.1 5.17E+00 1.38 0.375 1.38E+01
37.8 11.23 0 4.68 2.2 5.10E+00 1.4 0.37 1.42E+01
38.2 11.35 0 4.76 2.2 5.04E+00 1.41 0.366 1.46E+01
38.7 11.47 0 4.85 2.2 4.98E+00 1.43 0.361 1.50E+01
39.1 11.59 0 4.93 2.3 4.92E+00 1.45 0.356 1.54E+01
39.6 11.72 0 5.02 2.3 4.87E+00 1.47 0.351 1.58E+01
40.1 11.84 0 5.1 2.3 4.82E+00 1.48 0.346 1.62E+01
40.5 11.96 0 5.18 2.3 4.77E+00 1.5 0.341 1.66E+01
40.9 12.08 0 5.26 2.4 4.72E+00 1.52 0.336 1.71E+01
41.4 12.21 0 5.35 2.4 4.68E+00 1.54 0.331 1.75E+01
41.9 12.33 0 5.43 2.4 4.63E+00 1.56 0.325 1.79E+01
42.4 12.46 0 5.5 2.4 4.59E+00 1.58 0.32 1.84E+01
42.8 12.59 0 5.58 2.4 4.55E+00 1.6 0.314 1.88E+01
43.3 12.71 0 5.66 2.5 4.50E+00 1.62 0.308 1.93E+01
43.8 12.84 0 5.73 2.5 4.46E+00 1.64 0.302 1.98E+01
44.2 12.97 0 5.8 2.5 4.41E+00 1.66 0.296 2.03E+01
44.7 13.1 0 5.87 2.5 4.37E+00 1.69 0.29 2.08E+01
45.2 13.24 0 5.94 2.6 4.33E+00 1.71 0.284 2.13E+01
45.7 13.37 0 6 2.6 4.28E+00 1.74 0.277 2.18E+01

case 04b
46.1 13.5 0 6.06 2.6 4.24E+00 1.77 0.271 2.23E+01
46.6 13.64 0 6.12 2.6 4.20E+00 1.79 0.265 2.28E+01
47.1 13.78 0 6.17 2.7 4.16E+00 1.82 0.259 2.34E+01
47.6 13.92 0 6.22 2.7 4.12E+00 1.84 0.254 2.39E+01
48.1 14.06 0 6.26 2.7 4.08E+00 1.87 0.249 2.45E+01
48.6 14.21 0 6.3 2.7 4.04E+00 1.9 0.244 2.51E+01
49.1 14.35 0 6.33 2.8 4.01E+00 1.92 0.239 2.57E+01
49.6 14.5 0 6.36 2.8 3.97E+00 1.94 0.235 2.63E+01
50.0 14.64 0 6.38 2.8 3.94E+00 1.96 0.232 2.69E+01
50.5 14.79 0 6.39 2.8 3.90E+00 1.98 0.229 2.75E+01
51.0 14.94 0 6.4 2.9 3.87E+00 2 0.227 2.81E+01
Maximum jet height has been reached.
51.5 15.09 0 6.4 2.9 3.84E+00 2.01 0.226 2.88E+01
51.9 15.23 0 6.39 2.9 3.81E+00 2.02 0.225 2.94E+01
52.4 15.38 0 6.38 2.9 3.78E+00 2.03 0.224 3.00E+01
52.8 15.53 0 6.36 3 3.75E+00 2.04 0.225 3.07E+01
53.2 15.67 0 6.33 3 3.72E+00 2.05 0.225 3.13E+01
53.7 15.82 0 6.3 3 3.69E+00 2.05 0.226 3.19E+01
54.1 15.96 0 6.26 3 3.66E+00 2.06 0.227 3.26E+01
54.5 16.1 0 6.21 3.1 3.63E+00 2.06 0.228 3.32E+01
54.9 16.24 0 6.16 3.1 3.60E+00 2.07 0.23 3.38E+01
55.3 16.38 0 6.11 3.1 3.57E+00 2.07 0.231 3.44E+01
55.7 16.52 0 6.05 3.1 3.54E+00 2.08 0.233 3.50E+01
56.1 16.65 0 5.98 3.2 3.50E+00 2.08 0.234 3.56E+01
56.4 16.78 0 5.92 3.2 3.47E+00 2.09 0.235 3.63E+01
56.8 16.91 0 5.85 3.2 3.44E+00 2.09 0.236 3.69E+01
57.2 17.04 0 5.78 3.3 3.41E+00 2.1 0.237 3.75E+01
57.5 17.17 0 5.7 3.3 3.38E+00 2.11 0.237 3.81E+01
57.9 17.3 0 5.63 3.3 3.35E+00 2.12 0.237 3.87E+01
58.2 17.42 0 5.55 3.3 3.31E+00 2.13 0.237 3.93E+01
58.6 17.55 0 5.47 3.4 3.28E+00 2.15 0.236 3.99E+01
59.0 17.67 0 5.39 3.4 3.25E+00 2.16 0.235 4.05E+01
59.3 17.8 0 5.3 3.5 3.22E+00 2.18 0.234 4.11E+01
59.7 17.92 0 5.22 3.5 3.19E+00 2.2 0.232 4.17E+01
60.0 18.04 0 5.14 3.5 3.16E+00 2.22 0.23 4.23E+01
60.4 18.17 0 5.06 3.5 3.13E+00 2.23 0.228 4.30E+01 AT BOUNDARY(WATER SURFACE OR PYCNOCLINE)
Terminal level in stratified ambient has been reached. Plume width(ft) 14.6
Cumulative travel time = 42.9652 sec ( 0.01 Horiz.Distance(ft) 59.6
END OF CORJET (MOD110)JET/PLUMI NEAR-FIELI MIXING REGION
BEGIN MOD131: LAYER BOUNDAR LAYER APPROACH
Control volume inflow:
X Y Z S C B TT
18.17 0 5.06 3.5 3.13E+00 2.23 4.30E+01
Profile definitions:
BV = Gaussian 1/e -37%vertical thickness
BH = Gaussian 1/e -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentrat(includes reaction effects, if any)
TT = Cumulative travel time
Distance
(feet) X Y Z S C BV BH ZU ZL TT
56.6 15.93 0 8.72 3.5 3.13E+00 0 0 8.72 8.72 4.30E+01
58.6 16.6 0 8.72 3.5 3.13E+00 1.98 1 9.19 7.2 4.30E+01
60.6 17.27 0 8.72 3.5 3.13E+00 2.35 1.41 9.27 6.92 4.30E+01
62.7 17.94 0 8.72 3.5 3.13E+00 2.59 1.73 9.33 6.74 4.30E+01
64.8 18.61 0 8.72 3.6 3.10E+00 2.76 1.99 9.37 6.61 4.60E+01
66.9 19.28 0 8.72 3.7 2.99E+00 2.89 2.23 9.4 6.51 5.06E+01
68.9 19.95 0 8.72 3.9 2.84E+00 2.99 2.44 9.42 6.43 5.52E+01
71.1 20.63 0 8.72 4.1 2.72E+00 3.06 2.64 9.44 6.38 5.97E+01
73.2 21.3 0 8.72 4.2 2.64E+00 3.11 2.82 9.45 6.34 6.43E+01
75.3 21.97 0 8.72 4.3 2.60E+00 3.14 2.99 9.46 6.32 6.89E+01
77.4 22.64 0 8.72 4.3 2.57E+00 3.15 3.15 9.46 6.31 7.35E+01
Cumulative travel time = 73.4599 sec ( 0.02 hrs)
END OF MOD131: LAYER BOUNDAR LAYER APPROACH
BEGIN MOD155: WEAKLY DEFLECTE(SURFACE/I PLUME
SURFACE/I PLUME into a co-flow (or counter-flow)
Profile definitions:
BV = Gaussian 1/e -37%vertical thickness

case 04b
BH = Gaussian lie -37%horizontal half-width,normal to trajectory
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentrat(includes reaction effects, if any)
TT = Cumulativr travel time
Distance
(feet) X Y Z S C BV BH ZU ZL TT
77.4 22.64 0 8.72 4.3 2.57E+00 3.15 3.16 9.46 6.31 7.35E+01
81.3 23.9 5.9 5.9 8.41E+01 Default 10:1 Dilution(Centerline;Per Wisconsin MZ Guidance)
81.5 23.96 0 8.72 6 1.85E+00 2.27 6.07 9.25 6.98 8.48E+01 Plume width(ft) 38.7
85.7 25.29 0 8.72 7.1 1.56E+00 1.92 8.51 9.17 7.25 9.70E+01 Horiz.Distance(ft) 78.4
89.9 26.61 0 8.72 8 1.39E+00 1.71 10.74 9.12 7.41 1.10E+02
94.2 27.93 0 8.72 8.7 1.27E+00 1.56 12.85 9.09 7.53 1.24E+02
98.4 29.26 0 8.72 9.4 1.18E+00 1.45 14.88 9.06 7.61 1.38E+02
102.6 30.58 0 8.72 10 1.11E+00 1.36 16.86 9.04 7.68 1.54E+02
106.9 31.91 0 8.72 10.5 1.05E+00 1.29 18.8 9.02 7.73 1.70E+02
111.2 33.23 0 8.72 11.1 1.00E+00 1.23 20.71 9.01 7.78 1.87E+02
115.4 34.56 0 8.72 11.6 9.60E-01 1.18 22.6 9 7.82 2.05E+02
119.7 35.88 0 8.72 12 9.23E-01 1.13 24.48 8.99 7.85 2.24E+02
124.0 37.2 0 8.72 12.5 8.90E-01 1.09 26.34 8.98 7.89 2.43E+02
128.3 38.53 0 8.72 12.9 8.60E-01 1.05 28.2 8.97 7.91 2.63E+02
132.5 39.85 0 8.72 13.3 8.33E-01 1.02 30.05 8.96 7.94 2.85E+02
136.8 41.18 0 8.72 13.7 8.08E-01 0.99 31.89 8.95 7.96 3.07E+02
141.1 42.5 0 8.72 14.1 7.86E-01 0.96 33.74 8.95 7.98 3.29E+02
145.4 43.83 0 8.72 14.5 7.65E-01 0.94 35.58 8.94 8 3.53E+02
149.7 45.15 0 8.72 14.9 7.46E-01 0.92 37.42 8.94 8.02 3.77E+02
154.0 46.47 0 8.72 15.2 7.29E-01 0.89 39.26 8.93 8.04 4.03E+02
158.3 47.8 0 8.72 15.6 7.12E-01 0.87 41.1 8.93 8.05 4.29E+02
162.6 49.12 0 8.72 15.9 6.97E-01 0.85 42.95 8.92 8.07 4.56E+02
166.9 50.45 0 8.72 16.3 6.82E-01 0.84 44.79 8.92 8.08 4.83E+02
171.2 51.77 0 8.72 16.6 6.69E-01 0.82 46.64 8.91 8.09 5.12E+02
' 175.6 53.1 0 8.72 16.9 6.56E-01 0.8 48.49 8.91 8.11 5.41E+02
177.0 53.5 17.0 49.1 5.51E+02 ACUTE M2 BOUNDARY(50 x OLS)
179.9 54.42 0 8.72 17.2 6.43E-01 0.79 50.34 8.91 8.12 5.71E+02 Plume width(ft) 322.3
184.2 55.75 0 8.72 17.6 6.32E-01 0.78 52.2 8.9 8.13 6.02E+02
188.5 57.07 0 8.72 17.9 6.21E-01 0.76 54.06 8.9 8.14 6.34E+02
192.8 58.39 0 8.72 18.2 6.11E-01 0.75 55.92 8.9 8.15 6.67E+02
197.1 59.72 0 8.72 18.5 6.01E-01 0.74 57.79 8.89 8.16 7.00E+02
201.4 61.04 0 8.72 18.8 5.91E-01 0.72 59.66 8.89 8.17 7.34E+02
205.8 62.37 0 8.72 19.1 5.82E-01 0.71 61.54 8.89 8.17 7.69E+02
210.1 63.69 0 8.72 19.4 5.73E-01 0.7 63.41 8.89 8.18 8.05E+02
214.4 65.02 0 8.72 19.6 5.65E-01 0.69 65.3 8.88 8.19 8.42E+02
218.7 66.34 0 8.72 19.9 5.57E-01 0.68 67.18 8.88 8.2 8.79E+02
223.0 67.66 0 8.72 20.2 5.49E-01 0.67 69.07 8.88 8.2 9.18E+02
227.4 68.99 0 8.72 20.5 5.42E-01 0.66 70.97 8.88 8.21 9.57E+02
231.7 70.31 0 8.72 20.8 5.35E-01 0.66 72.87 8.87 8.22 9.97E+02
236.0 71.64 0 8.72 21 5.28E-01 0.65 74.77 8.87 8.22 1.04E+03
240.4 72.96 0 8.72 21.3 5.21E-01 0.64 76.68 8.87 8.23 1.08E+03
244.7 74.29 0 8.72 21.6 5.15E-01 0.63 78.59 8.87 8.24 1.12E+03
249.0 75.61 0 8.72 21.8 5.09E-01 0.62 80.5 8.87 8.24 1.16E+03
253.3 76.93 0 8.72 22.1 5.03E-01 0.62 82.42 8.87 8.25 1.21E+03
257.7 78.26 0 8.72 22.3 4.97E-01 0.61 84.34 8.86 8.25 1.25E+03
262.0 79.58 0 8.72 22.6 4.92E-01 0.6 86.27 8.86 8.26 1.30E+03
266.3 80.91 0 8.72 22.8 4.86E-01 0.6 88.2 8.86 8.26 1.35E+03
270.7 82.23 0 8.72 23.1 4.81E-01 0.59 90.14 8.86 8.27 1.39E+03
275.0 83.56 0 8.72 23.3 4.76E-01 0.58 92.08 8.86 8.27 1.44E+03
279.3 84.88 0 8.72 23.6 4.71E-01 0.58 94.02 8.86 8.28 1.49E+03
283.7 86.21 0 8.72 23.8 4.66E-01 0.57 95.97 8.85 8.28 1.54E+03
288.0 87.53 0 8.72 24.1 4.61E-01 0.57 97.92 8.85 8.29 1.59E+03
292.3 88.85 0 8.72 24.3 4.57E-01 0.56 99.88 8.85 8.29 1.64E+03
296.7 90.18 0 8.72 24.5 4.52E-01 0.55 101.84 8.85 8.3 1.69E+03
301.0 91.5 0 8.72 24.8 4.48E-01 0.55 103.8 8.85 8.3 1.75E+03
305.3 92.83 0 8.72 25 4.44E-01 0.54 105.77 8.85 8.3 1.80E+03
309.7 94.15 0 8.72 25.2 4.40E-01 0.54 107.74 8.85 8.31 1.86E+03
314.0 95.48 0 8.72 25.5 4.36E-01 0.53 109.72 8.85 8.31 1.91E+03
318.3 96.8 0 8.72 25.7 4.32E-01 0.53 111.7 8.84 8.31 1.97E+03
322.7 98.12 0 8.72 25.9 4.28E-01 0.53 113.68 8.84 8.32 2.02E+03
327.0 99.45 0 8.72 26.1 4.25E-01 0.52 115.67 8.84 8.32 2.08E+03
331.3 100.77 0 8.72 26.4 4.21E-01 0.52 117.66 8.84 8.33 2.14E+03
335.7 102.1 0 8.72 26.6 4.17E-01 0.51 119.66 8.84 8.33 2.20E+03
340.0 103.42 0 8.72 26.8 4.14E-01 0.51 121.65 8.84 8.33 2.26E+03
344.4 104.75 0 8.72 27 4.11E-01 0.5 123.66 8.84 8.33 2.32E+03
348.7 106.07 0 8.72 27.3 4.07E-01 0.5 125.66 8.84 8.34 2.38E+03
353.0 107.39 0 8.72 27.5 4.04E-01 0.5 127.67 8.84 8.34 2.45E+03
357.4 108.72 0 8.72 27.7 4.01E-01 0.49 129.69 8.84 8.34 2.51E+03
361.7 110.04 0 8.72 27.9 3.98E-01 0.49 131.7 8.83 8.35 2.58E+03
366.0 111.37 0 8.72 28.1 3.95E-01 0.48 133.73 8.83 8.35 2.64E+03
370.4 112.69 0 8.72 28.3 3.92E-01 0.48 135.75 8.83 8.35 2.71E+03
374.7 114.02 0 8.72 28.5 3.89E-01 0.48 137.78 8.83 8.36 2.77E+03

case 04b
379.0 115.34 0 8.72 28.7 3.86E-01 0.47 139.81 8.83 8.36 2.84E+03
383.4 116.66 0 8.72 29 3.83E-01 0.47 141.85 8.83 8.36 2.91E+03
387.7 117.99 0 8.72 29.2 3.81E-01 0.47 143.88 8.83 8.36 2.98E+03
392.1 119.31 0 8.72 29.4 3.78E-01 0.46 145.93 8.83 8.37 3.05E+03
396.4 120.64 0 8.72 29.6 3.75E-01 0.46 147.97 8.83 8.37 3.12E+03
400.7 121.96 0 8.72 29.8 3.73E-01 0.46 150.02 8.83 8.37 3.19E+03
405.1 123.29 0 8.72 30 3.70E-01 0.45 152.07 8.83 8.37 3.27E+03
409.4 124.61 0 8.72 30.2 3.68E-01 0.45 154.13 8.83 8.38 3.34E+03
413.8 125.94 0 8.72 30.4 3.65E-01 0.45 156.19 8.83 8.38 3.41E+03
418.1 127.26 0 8.72 30.6 3.63E-01 0.45 158.25 8.82 8.38 3.49E+03
422.4 128.58 0 8.72 30.8 3.61E-01 0.44 160.32 8.82 8.38 3.56E+03
426.8 129.91 0 8.72 31 3.58E-01 0.44 162.39 8.82 8.38 3.64E+03
431.1 131.23 0 8.72 31.2 3.56E-01 0.44 164.46 8.82 8.39 3.72E+03
435.5 132.56 0 8.72 31.4 3.54E-01 0.43 166.54 8.82 8.39 3.80E+03
439.8 133.88 0 8.72 31.6 3.52E-01 0.43 168.61 8.82 8.39 3.88E+03
444.2 135.21 0 8.72 31.8 3.49E-01 0.43 170.7 8.82 8.39 3.96E+03
448.5 136.53 0 8.72 32 3.47E-01 0.43 172.78 8.82 8.39 4.04E+03
452.8 137.85 0 8.72 32.1 3.45E-01 0.42 174.87 8.82 8.4 4.12E+03
457.2 139.18 0 8.72 32.3 3.43E-01 0.42 176.96 8.82 8.4 4.20E+03
461.5 140.5 0 8.72 32.5 3.41E-01 0.42 179.06 8.82 8.4 4.28E+03
465.8 141.83 0 8.72 32.7 3.39E-01 0.42 181.16 8.82 8.4 4.37E+03
470.2 143.15 0 8.72 32.9 3.37E-01 0.41 183.26 8.82 8.4 4.45E+03
474.5 144.48 0 8.72 33.1 3.35E-01 0.41 185.36 8.82 8.41 4.54E+03
478.9 145.8 0 8.72 33.3 3.33E-01 0.41 187.47 8.82 8.41 4.63E+03
483.2 147.12 0 8.72 33.5 3.32E-01 0.41 189.58 8.82 8.41 4.71E+03
487.5 148.45 0 8.72 33.7 3.30E-01 0.4 191.69 8.82 8.41 4.80E+03
491.9 149.77 0 8.72 33.8 3.28E-01 0.4 193.81 8.81 8.41 4.89E+03
496.2 151.1 0 8.72 34 3.26E-01 0.4 195.93 8.81 8.41 4.98E+03
500.6 152.42 0 8.72 34.2 3.24E-01 0.4 198.05 8.81 8.42 5.07E+03
504.9 153.75 0 8.72 34.4 3.23E-01 0.4 200.17 8.81 8.42 5.16E+03
509.2 155.07 0 8.72 34.6 3.21E-01 0.39 202.3 8.81 8.42 5.26E+03 EDGE OF DISCHARGE INDUCED MIXING:
Cumulative travel time = 5255.073 sec ( 1.46 hrs) Plume width(ft) 1327
Horiz.Distance(ft) 508.8
END OF MOD155: WEAKLY DEFLECTEC SURFACE/I PLUME
BEGIN MOD156: STRONGLY DEFLECTEC SURFACE/I PLUME
SPECIAL CO-FLOWI COUNTER-OR VERTICAL DISCHARG CASE:
THIS FLOW REGION DOES NOT OCCUR.
END OF MOD156: STRONGLY DEFLECTEC SURFACE/E PLUME
•• End of NEAR-FIELI REGION (NFR) ••
The initial plume WIDTH values in the next far-field module will be
CORRECTE by a factor 3.74 to conserve the mass flux in the far-field!
The correction factor is quite large because of the small ambient velocity
relative to the strong mixing characterit of the discharge!
This indicates localized RECIRCUL?REGIONS and INTERNAL HYDRAULIIJUMPS.
Width prediction:show discontinui Dilution values should be acceptable.
Some BOUNDAR INTERACT!with both banks occurs at end of near-field.
The dilution values in one or more of the preceding zones may be too high.
Carefully evaluate results in near-field and check degree of interaction.
BEGIN MOD181: MIXED PLUME/BC CHANNEL/UPSTREAN WEDGE INTRUSION
An UPSTREAN INTRUDINI WEDGE is formed along the surface/pycnocline.
UPSTREAN WEDGE INTRUSIOF PROPERTIE in bounded channel (laterally uniform):
Wedge length = 67185.32 m
X-Position of wedge tip = -67030.3 m
Thickness at discharge (end of NFR) = 4.45 m
(Wedge thickness gradually decreases to zero at wedge tip.)
In this case, the upstream INTRUSIOF IS VERY LARGE, exceeding 10 times
the local water depth.
This may be caused by a very small ambient velocity, perhaps in combination
with large discharge buoyancy.
If the ambient conditions are strongly transient (e.g. tidal), then the
CORMIX steady-star prediction:of upstream intrusion are probably
unrealistic.
The plume prediction:prior to boundary impingeme and wedge formation
will be acceptable however.
X V Z S C BV BH ZU ZL TT
155.07 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 5.26E+03
Cumulative travel time = 5255.075 sec ( 1.46 hrs)
Flow is LATERALLY MIXED over the channel width.

case 04b
END OF MOD181. MIXED PLUME/BC CHANNEL/UPSTREAN WEDGE INTRUSION
BEGIN MOD162: PASSIVE AMBIENT MIXING IN STRATIFI EC AMBIENT
Vertical diffusivity (initial value) = 3.83E-10 m^2/s
Horizontal diffusivity (initial value) = 4.80E-03 m^2/s
Profile definitions:
BV = Gaussian s.d.•sgrt(p -46%thickness, measured vertically
= or equal to layer depth, if fully mixed
BH = Gaussian s.d.•sgrt(p -46%half-width,
measured horizontal)in Y-direction
ZU = upper plume boundary (Z-coordinate)
ZL = lower plume boundary (Z-coordinate)
S = hydrodyna centerline dilution
C = centerline concentrat(includes reaction effects, if any)
TT = Cumulativf travel time
Plume Stage 2(bank attached):
X Y Z S C BV BH ZU ZL TT
155.07 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 5.26E+03
203.52 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.01E+04
251.97 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.49E+04
300.42 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.98E+04
348.87 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.46E+04
397.32 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.95E+04
445.77 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.43E+04
494.22 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.92E+04
542.67 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.40E+04
591.11 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.89E+04
639.56 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 5.37E+04
688.01 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 5.85E+04
736.46 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 6.34E+04
784.91 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 6.82E+04
833.36 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 7.31E+04
881.81 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 7.79E+04
930.26 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 8.28E+04
978.71 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 8.76E+04
1027.16 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 9.25E+04
1075.61 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 9.73E+04
1124.06 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.02E+05
1172.51 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.07E+05
1220.96 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.12E+05
1269.4 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.17E+05
1317.85 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.22E+05
i 1366.3 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.26E+05
1414.75 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.31E+05
1463.2 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.36E+05
1511.65 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.41E+05
1560.1 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.46E+05
1608.55 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.51E+05
1657 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.55E+05
1705.45 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.60E+05
1753.9 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.65E+05
1802.35 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.70E+05
1850.8 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.75E+05
1899.25 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.80E+05
1947.7 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.85E+05
1996.14 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.89E+05
2044.59 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.94E+05
2093.04 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 1.99E+05
2141.49 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.04E+05
2189.94 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.09E+05
2238.39 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.14E+05
2286.84 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.18E+05
2335.29 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.23E+05
2383.74 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.28E+05
2432.19 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.33E+05
2480.64 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.38E+05
2529.09 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.43E+05
2577.54 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.48E+05
2625.98 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.52E+05
2674.43 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.57E+05
2722.88 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.62E+05
2771.33 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.67E+05
2819.78 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.72E+05
2868.23 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.77E+05
2916.68 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.81E+05
2965.13 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.86E+05

i
case 04b
3013.58 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.91E+05
3062.03 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 2.96E+05
3110.48 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.01E+05
3158.93 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.06E+05
3207.38 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.10E+05
3255.82 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.15E+05
3304.27 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.20E+05
3352.72 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.25E+05
3401.17 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.30E+05
3449.62 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.35E+05
3498.07 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.40E+05
3546.52 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.44E+05
3594.97 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.49E+05
3643.42 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.54E+05
3691.87 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.59E+05
3740.32 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.64E+05
3788.77 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.69E+05
3837.22 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.73E+05
3885.66 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.78E+05
3934.11 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.83E+05
3982.56 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.88E+05
4031.01 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.93E+05
4079.46 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 3.98E+05
4127.91 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.03E+05
4176.36 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.07E+05
4224.81 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.12E+05
4273.26 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.17E+05
4321.71 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.22E+05
4370.16 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.27E+05
+
4418.61 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.32E 05
4467.06 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.36E+05
4515.5 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.41E+05
4563.95 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.46E+05
4612.4 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.51E+05
4660.85 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.56E+05
4709.3 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.61E+05
4757.75 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.66E+05
4806.2 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.70E+05
4854.65 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.75E+05
4903.1 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.80E+05
4951.55 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.85E+05
5000 250 8.72 34.6 3.21E-01 4.45 500 9.77 5.32 4.90E+05
Cumulative travel time = 489748 sec ( 136.04 hrs)
Note:
CORMIX is a steady state model and assumes discharge and ambient conditions do not vary
over time. The predicted plume cumulative travel time exceeds 48 hours at this trajectory
distance. Keep in mind that ambient and discharge conditions are likely to vary over
large space and time scales. Prediction at such large space and time scales may be
inconsister with CORMIX modeling assumptions.
Please carefully evaluate your simulation results and limit model interpretat to space
and time scales consistent with steady state assumptioi and ambient schematization.
Simulation limit based on maximum specified distance = 5000 m.
This is the REGION OF INTEREST limitation.
END OF MOD162: PASSIVE AMBIENT MIXING IN STRATIFIEC AMBIENT
CORMIXI:Single Port Discharges End of Prediction File
1.11E+94

Corrective Action Plan for Copper and Zinc for
Harris Nuclear Plant NPDES Permit—Year 4 Activities Report Jacobs
Attachment B
DWR Reasonable Potential Analysis Spreadsheets

H1 Use"PASTE SPECIAAAH2 Par21
Pall U PASTE SPECIAL Use PASTE SPECIAt,� �8e PASTE SPECIAL
YaIues men"COPWF Values"then"COPY Values"men"COPY' ties"men"COPY"
Effluent Hardness(monthly average) Maximum data Upstream HardnessMaximum data Copper .Maximum data Zinc .Maximum data
points=58 points=58 points=58 points=58
Date Data BDL=II2DL Results Date Data BDL=112DL Results „ Date Data BDL=1I2DL Results Date Data BDL=1/20L Results ,
1 Apr-2017 41.6 41.6 Std Dev. 6.4744 1 25 25 Std Dev. N/A 1 5/9/2017 14.4 14.4 Std Dev. 9.2358 1 1/10/2017 16.2 16.2 Std Dev. 20.8528
2 May-2017 41.6 41.6 Mean 44.6898 2 Mean 25.0000 2 5/16/2017 14.6 14.6 Mean 23.8460 2 2/14/2017 13.6 13.6 Mean 24.4429
3 Jun-2017 47.3 47.3 C.V. 0.1449 3 C.V. 0.0000 3 5/23/2017 15.0 15.0 C.V. 0.3873 3 4/112017 22.7 22.7 C.V. 0.8531
4 Jul-2017 43.7 43.7 n 40 4 n 1 4 6/6/2017 22.9 22.9 n 58 4 4/18/2017 12.9 12.9 n 58
5 Aug-2017 45.0 45.0 10th Per value 38 mg/L 5 10th Per value 25 mg/L 5 6/13/2017 34.4 34.4 5 4/25/2017 19.0 19.0
6 Sep-2017 44.4 44.4 Median Value 44 mg/L 6 Average Value 25 mg/L 6 6/20/2017 22.0 22.0 Mull Factor 1.00 6 5/3/2017 19.2 19.2 Mult Factor= 1.00
7 Oct-2017 48.7 48.7 Max.Value 57 mg/L 7 Max.Value 25 mg/L 7 6/27/2017 18.2 18.2 Max.Value 63.50 ug/L 7 5/9/2017 25.2 25.2 Max.Value 107.0 ug/L
8 Nov-2017 46.4 46.4 8 8 7/5/2017 14.4 14.4 Max.Pred Cw 63.50 ug/L 8 5/16/2017 22.2 22.2 Max.Pred Cw 107.0 ug/L
9 Dec-2017 45.4 45.4 9 9 7/11/2017 24.0 24.0 9 5/23/2017 21.9 21.9
10 Jan-2018 43.5 43.5 10 10 7/25/2017 18.4 18.4 10 5/30/2017 11.9 11.9
11 Feb-2018 43.0 43.0 11 11 8/8/2017 18.9 18.9 11 6/6/2017 16.0 16.0
12 Mar-2018 41,7 41.7 12 12 8/22/2017 15.6 15.6 12 6/13/2017 40.7 40.7
13 Apr-2018 22.4 22.4 13 13 9/5/2017 15.9 15.9 13 6/20/2017 22.0 22.0
14 May-2018 38.1 38.1 14 14 9/12/2017 14.3 14.3 14 6/27/2017 13.9 13.9
15 Jun-2018 57.4 57.4 15 15 10/17/2017 34.1 34.1 15 7/11/2017 26.9 26.9
16 Jul-2018 53.9 53.9 + 16 16 10/31/2017 22.7 22.7 16 7/25/2017 28.9 28.9
17 Aug-2018 52.6 52.6 17 17 11/6/2017 37.1 37.1 17 8/8/2017 28.3 28.3
18 Sep-2018 53.0 53.0 18 18 11/14/2017 19.7 19.7 18 8/222017 12.5 12.5
19 Oct-2018 51.1 51.1 19 19 12/12/2017 14.4 14.4 19 9/5/2017 11.5 11.5
20 Nov-2018 41.4 41.4 20 20 3/13/2018 36.2 36.2 20 9/122017 16.9 16.9
21 Dec-2018 38.2 38.2 21 21 3/20/2018 43.4 43.4 21 10/17/2017 85.9 65.9
22 Jan-2019 38.1 38.1 22 22 4/4/2018 15.4 15.4 22 10/312017 26.8 26.8
23 Feb-2019 42.6 42.6 23 23 424/2018 28.6 28.6 23 11/82017 76.3 76.3
24 Mar-2019 37.8 37.8 24 24 5/1/2018 47.3 47.3 24 11/14/2017 26.9 26.9
25 Apr-2019 42.3 42.3 25 25 517/2018 17.9 17.9 25 12/5/2017 12.0 12.0
26 May-2019 42.2 42.2 26 26 5/22/2018 24.3 24.3 26 12/12/2017 23.8 23.8
27 Jun-2019 44.6 44.6 27 27 6/26/2018 26.9 26.9 27 1/9/2018 16.1 16.1
28 Jul-2019 49.6 49.6 28 28 7/2/2018 24.4 24.4 28 1/23/2018 99.9 99.9
29 Aug-2019 51.2 51.2 29 29 7/12/2018 20.8 20.8 29 2/13/2018 14.3 14.3
30 Sep-2019 54.2 54.2 30 30 8/7/2018 25.7 25.7 30 2/15/2018 17.2 17.2
31 Oct-2019 41.6 41.6 31 31 8/21/2018 20.9 20.9 31 2/27/2018 29.0 29.0
32 Nov-2019 37.8 37.8 32 32 8/28/2018 17.4 17.4 32 3/6/2018 23.1 23.1
33 Dec-2019 48.4 48.4 33 33 9/4/2018 19.4 19.4 33 3/13/2018 83.9 83.9
34 Jan-2020 44.8 44.8 34 34 9/26/2018 17.4 17.4 34 3/20/2018 107.0 107.0
35 Feb-2020 38.9 38.9 35 35 10/3/2018 22.3 22.3 35 4/4/2018 20.4 20.4
36 Mar-2020 42.5 42.5 36 36 10/24/2018 18.1 18.1 36 4/10/2018 16.1 16.1
37 Apr-2020 47.9 47.9 37 37 11/6/2018 23.8 23.8 37 4/24/2018 21.6 21.6
38 May-2020 51.9 51.9 38 38 2/12/2019 16.1 16.1 38 5/7/2018 14.0 14.0
39 Jun-2020 37.2 37.2 39 39 4/23/2019 19.0 19.0 39 5/22/2018 12.0 12.0
40 Jul-2020 53.1 53.1 40 40 9/10/2019 22.4 22.4 40 6/26/2018 14.8 14.8
41 41 41 9/24/2019 19.1 19.1 41 7/2/2018 14.8 14.8
42 42 42 10/1/2019 32.6 32.6 42 7/12/2018 16.5 16.5
43 43 43 10/8/2019 22.2 22.2 43 8/21/2018 13.8 13.8
44 44 44 11/5/2019 63.5 63.5 44 9/11/2018 12.6 12.6
45 45 45 11/11/2019 21.9 21.9 45 10/3/2018 19.6 19.6
46 46 46 2/11/2020 20.5 20.5 46 10/24/2018 15.6 15.6
47 47 47 2/25/2020 17.8 17.8 47 11/82018 41.2 41.2
48 48 48 3/3/2020 21.1 21.1 48 11/132018 17.4 17.4
49 49 49 3/11/2020 21.7 21.7 49 3/5/2019 13.1 13.1
50 50 50 3/23/2020 18.3 18.3 50 3/12/2019 11.4 11.4
51 51 51 4/7/2020 24.1 24.1 51 4/23/2019 13.7 13.7
52 52 52 4/15/2020 30.9 30.9 52 5/7/2019 11.6 11.6
53 53 53 4/28/2020 26.0 26.0 53 10/20/2019 11.5 11.5
54 54 54 5/5/2020 40.6 40.6 54 11/5/2019 26.6 26.6
55 55 55 5/26/2020 24.9 24.9 55 1/7/2020 11.8 11.8
56 4 56 56 6/2/2020 32.7 32.7 56 2/4/2020 13.5 13.5
57 57 57 6/9/2020 18.2 18.2 57 2/11/2020 17.4 17.4
58 58 58 7/15/2020 28.7 28.7 58 5/5/2020 12.6 12.6

Freshwater RPA- 95% Probability/95%Confidence Using Metal Translators
MAXIMUM DATA POINTS=58
REQUIRED DATA ENTRY CHECK WQS
Table 1. Project Information Table 2. Parameters of Concern
CHECK IF HQW OR ORW WQS Name WQS Type Chronic Mod/or Acute POL Units
Facility Name Shearon Harris Parot Arsenic Aquactic Life C 150 FW 340 ug/L
WWTP/WTPClass Par02 Arsenic Human Health C 10 HH/WS N/A ug/L
Water Supply
NPDES Permit NC0039586 Par03 Beryllium Aquatic Life NC 6.5 F W 65 ug/L
Outfall 006 Par04 Cadmium Trout NC 0.5961 TN 2.1016 ug/l.
Flow,Qw(MGD) 7.900 Par05 Chlorides water Supply NC 250 WS
Receiving Stream Harris Reservoir Par0611110 Chlorinated Phenolic Compounds Water supply NC 1 A ug/L
HUC Number 1.828153565 Par07 I♦ Total Phenolic Compounds Aquatic Life NC 300 A ug/L
Stream Class wS•V Par06 Chromium Ill Aquatic Life NC 119.0706 FW 941.7403 ug/L
Apply WS Hardness WQC Par09 Chromium VI Aquatic Life NC 11 FW 16 pgiL
7Q10s(cfs) 657.56 Par10 Chromium,Total Aquatic Life NC N/A FW N/A pg/L
7Q10w(cfs) 0.00 Part Copper Aquatic Life NC 7.9741 FW 10.9614 ug/L
30Q2(cfs) 0.00 Par12 Cyanide Aquatic Life NC 5 FW 22 10 ug/L
QA(cfs) 0.00 Par13 Fluoride Aquatic Life NC 1.800 FW ug/L
1Q10s(cfs) : M <'�{cfs)Flow Par1a Lead AquaIic LIP NC 2.9877 FW 79.7213 ug/L
Effluent Hardness(Median) 44 mg/L Paris Mercury AquaticLite NC 12 FW 0.5
Upstream Hardness default 25 mg/L(Hard Average=25 mg/L) Par16 Molybdenum .twos o n o.0'0th NC 2000 HH ug/L
Combined Hardness Chronic j 25.347 mg/L Par17 Nickel Aquatic Lite NC 37.6685 FW 349.2425 pg/L
Combined Hardness Acute 26.242 mg/L Par1E Nickel wooer Supply NC 25.0000 WS N/A pgiL
Data Source(s) Par19 Selenium Aquatic Lite NC 5 FW 56 ug/L
CHECK TO APPLY MODEL • Par2o Silver Aquatic Lite NC 0.06 RN 0.3222 ug/L
Model IWC% Par21 Zinc Aquatic Life NC 128.2239 FW 130.9762 ug/L
ACUTE IWC=6.535948% Par22 Zinc Aquatic Life NC 8.3 FW 8.3 Ib/d
CHRONIC IWC=1.82815367% Par23
,
To appy Model IWC% Once Qw _ - - Par24
(MOD)entered,adjust 7Q10s Follow directions for data entry.In some cases a Par25
(cfs).value until CHRONIC IWC comment menu list the available choices or a
obtained.Adjust 7010w(cis). dropdown menu will provide a list you may select
30Q2(cfs),QA(cfs)accordingly.
Adjust Model 1QtOs(cfs)Flow from.Error message occur if data entry does not
value until ACUTE IWC% meet input criteria.
obtained.
MODEL 1010s(cfs)Flow= 175 1035

FACILITY:Shearon Harris
NPDES PERMIT: NC0039586 Dissolved to Total Metal Calculator
In accordance with Federal Regulations,permit limitations must be written as Total Metals per 40 CFR 122.45(c)
Receiving Receiving Rec.Stream NPDES Combined Combined Instream Instream Effluent
Stream Hardness Hardness Wastewater Wastewater Upstream Hardness
summer - • 1Q10 Flow Limit -Fixed Value- chronic Acute Concentration Concentration Hardness(mg/L) Median
7Q10(CFS) I [MGDI [MGD] (mg/L) (mg/L) (Chronic) (Acute) (mg/L)
657.5565 424.2300 �t 7.9000 10 25.347 26.242 1.8282 6.5359 25 44
Upstream Hard Average(mg/L)= 25
EFF Hard Med(mg/L)= 44
US EPA Maximum Allowable Effluent Concentration COMMENTS(identify parameters to PERCS Branch to maintain in facility's LTMP/STMP):
Dissolved Metals Translators-using (MAEC)as a Total Metal
PARAMETER Default Partition =Dissoived Metal.,Translator
Coefficients Chronic Acute
Luy li (streams) [ug/1] fug/II
Cadmium(d) 0.85 0.252 0.60 3.38
Cd-Trout streams 0.1 0.53 0.252 0.60 2.10
Chromium III(d)(h) 24 190 0.202 119.07 941.74
Chromium VI(d) 1 1 16 1.000 11.00 16.00
Chromium,Total(t) N/A _ N/A
Copper(d)(h) _7718 3.8102 0.3476 7.9741 10.9614
Lead(d)(h) 0.55 15 0.1839 2.99 79.72
Nickel(d)(h) 16 151 0.432 37.67, 349.24
Ni-WS streams(t) 2f: ;
Silver(d)(h,acute) 0.06 0.32 1.000 0.06E 0.32
Zinc(d)(h) 36.9271 37.7198 0.2880 128.2239 ,30.9762
Beryllium 6.5 65 1.000
Arsenic(d) 150 340 1.000 ,;=u
(d)=dissolved metal standard.See 15A NCAC 02B.0211 for more information.
(h)=hardness-dependent dissolved metal standard.See 1SA NCAC 02B.0211 for more information.
(t)=based upon measurement of total recoveable metal.See 15A NCAC 02B.0211 for more Information.
The Human Health standard for Nickel in Water Supply Streams is 25 mg/L which is Total Recoverable metal standard.
The Human Health standard for Arsenic is 10 µg/L which is Total Recoverable metal standard.

Shearon Harris Outfall 006
NC0039586 Freshwater RPA- 95% Probability/95% Confidence Using Metal Translators Qw = 7.9 MGD
MAXIMUM DATA POINTS = 58
Qw(MGD)= 7.90 WWTP/WTP Class. COMBINED HARDNESS(mg/L)
1Q1OS(cfs)= 175.10 USING MODEL IWC% @ 1Q1OS = 6.54 Acute=26.242mg/L
7QIOS(cfs)= 657.56 USING MODEL IWC% @ 7Q1OS= 1.83 Chromic=25.347 mg/L
7QIOW(cfs)= 0.00 USING MODEL IWC%@ 7Q10W= 100 IWC NOT YOU HAVE DESIGNATED THIS RECEIVING
30Q2(cfs)= 0.00 USING MODEL IWC%@ 30Q2= 100 EQUAL? STREAM AS WATER SUPPLY
Avg.Stream Flow,QA(cfs)= 0.00 ,s!NG MODEL IW%C @ QA= 100 Effluent Hard:O val>100 mg/L 1 val<25 mg/L
Receiving Stream Harris Reservoir HUC 1.82815356489945 Stream Class. WS-V Effluent Hard Med=44 mg/L
PARAMETER STANDARDS 8 CRITERIA(2) to REASONABLE POTENTIAL RESULTS RECOMMENDED ACTION
TYPE d t—
(1) NC WQS/ Applied 1/2FAV/ a z
Chronic Standard Acute n t' Del Max Pred Cw Allowable Cw
Acute: 167.7 No RPA(Predicted Max<50%of Allowable)
Copper NC 7.9741 FW(7Q10s) 10.9614 ug/1. >S :--,i) 63.50 ___ _ _______ _____ _ _ _ _ _ _ _ _ _
Chronic: 436.2 No RPA(Predicted Max<50%of Allowable)
No value>Allowable Cw
Acute: 2,004 No RPA(Predicted Max<50%of Allowable) ll
Zinc NC 128.2239 FW(7Q10s) 130.9762 u;/I. S ift 1)17(1 _ _ _----__ __----------------------------_-
ChrOnIC: 7,014 No RPA(Predicted Max<50%of Allowable)
No value>Allowable Cw
Acute:
II n N%:A ___ _ _
RPA Condition Petmit Monitoring Frequency Chronic:---- — — — — — — — — — — — — — — — — —
1 RPA Exists Ili A;etutor Monthis and add Penut Limit , Acute:
2 RPA Exists but Action Levels(Cu,Zn,Ag,Fe,CI) Monitor Quarterly in conjunction with Ton Test I N t,
3a.RPA Exists but Dataset Limited(n<Ssamples) Monitor Quarterly _ -----_-----------_---------------------
3b RPA exists,dataset limited,but 2 values> Monitor Monthly and add Permit Limit Chronic:
allowable Cw
4.No RPA(Predicted Max>50°0 of Allowable) Monitor Quarterly(or defer to Pretreat LTMP)
Acute:
5 No RPA(Predicted Max<5Og o Allowable) No Monitoring f I I I N.,�
6allo Data(New Permit,NesvWaste Stream) Monitor Monthly for Toxic Pollutants ofConcern _------------------------------_--------------I
6b New Greensand or Conventional WI? Monitor Quarterly for Toxic Pollutants of Concern i Chronic:
I I
r.