SW6210601_Design Calculations (Ditch)_20210603

1656 — Graceland Subdivision
EC Matting Calculations
Ditch #1
MNo rth Arned can G reen FC MDS Versi on 4.3 - C h a n n @ I P ro tect io n Desi g n, 0 utp ut Fo r m
File Specifications Options Help
ENGLISH. IUSER —[ K/-1412U21 1FU49—AMI
HYDRAULIC RESULTS
[0s)
—Fb,,,
I Period hsl
lVe6cily(fp�)l Area (W)
I =
I NouW
Depthiftl
11-5
1 115
1 1,32 1 1.14
1 0.26
, 0, 37
LINER RESULTS
Reach 4i9pe StabilikvAnalWr
Straight
Soil
Ditch #2
UnteofotcedV
S m 0.0075
1L Bodom
3.0 Width - 200 It
Not to Soak
i Chafadws4cs
Pe�rrtis�sil*
Calculated
Safety Factor
Rwwkt
Suest
SI-Pew Sheu
7w�Sheaf
(PA
W)
I Bunch
150-75%
a33
0,17
M42
STABLE
Sand
0.020
0.019
I -DR
STABLE
0 North Am erican Green ECMDS Version 43 - C ha noel Pmtection Desi gn, Output Fomm
File Specifications Options Help
IENGLISH. [USER F57/1-4/20ZI F10-1-!�5—AHJ
Disaarge Peaki'low
(00 period [Nsl
Velocit�qjn) Area(sqJt)
I I
RydiatAc
&"t)
Nomw
DeOth [R)
k.7 1 115
1 1,81 1 259
0.42
1165
U mein[Wced Vegetation jn-11 040)
Ln WR-W100 it —Td
Not lo Scale
Reach
Matling Type
Staple Pattern
StabilityAna�sis
Vegetation Characteiislics
Permissible
SheafStre=
IPA
Calculated
Shear Stre��
(0)
Safety Factot
Remarks
Phase Cla�s
Type
1
JlDenm�'
SU*K
Unreinforced
Vegetation
D
18unch]50-75%
133
031
11187
STABLE
soil
Sand
0-020
0,011
0-60
UNSTABLE

M North American Green ECNVS Version 4.3 - Channel protection Design, Output Form
File Specifications Options. Help
ENGLISH. 1QUICK I FM-4/2021 FU58AM
Dischaige
Ic sl
Peak%w
Period IINys]
Vebdyllps)
Arealsq.1t)
I
HydFaulic
I Radius(fil
Normal
Deoh (ft)
1
4.7
1 0.5 1
1.54
1 a95
1 0.46
0,73
L-- Batorn —7�
3.0 Width � 200 It
Not to Sr,*
Reach
Matling Type
StalbilizyAnalysj�
VegeRation Characteos�s
pefrni�siue
SheatStte4�
(ps')
Calculated
Shear Sttets
(psf)
Safety Factot
F emalks
Staple Pal tem
Phase
Class
Type
Density
Stlaight
S75
unvegeWed
1-55
0.34
4.55
STABLE
Staple D
F);f,k 4+Q
MNo rth A m eri can G re en E C MID S Vers i on 4,3 - C h a nn el Protecti o n Desi qn, Out p ut Fo rm
File Specification, Options Help
tNGLISH. ILISER FS-114/2021 11 17AM
HYD RAU U G RESU LIS
Dischaage Fle,*Flow,lVtlocityRps)lAtealsqft) Hydaulic NormaI UnTeinforced Vegelali�n (n-.0.04n
[Cf-S) Period 1hrs I Radusiftj DephIft
0.5 1 1-50 1 2-47 1 0-43 0-83 1
5 m 0. COW
UNF-R RESULTS
W "'T50 It
idth T.50 It
Not to Scale
Reach
Matting Type
Stabby Anahnis
Vegetation Charactedsk-s
Peirrrissible
SheatSiren
(0)
CabAated
Shear Stsen
(P30
Sat* Fackw
Awoks
Staple Pattern
Phase
r7D
Cbss
Type
1
Density
Straight
Jnrein�oFced
Vegetation
19unchISO-75%
3-33
OL26
1 Z89
STABLE
Spill
S&* Loam
0.035
0,024
1.48
STABLE

nitrh IfA
0 No rth Am erica rt Green EC MDS Version 4.3 - C ha nnel Protectio n Desi gn, Out p ut Form
File Specifications Options Help
.ENGUSH. JUSER FT-4/2021 FII—,59AMI
D 4chalge
fdtl
Peak Flow
Period I'lWO
reloay (!I
Area [s4ft)
I Rydraulic
a&14ft)
N omW
Dedh Ot)
5.0
0-1
1 1-84
1 271
1 0.43
0-67
Urveinfoxed
M11111?9,
L-��
30 Wickh - 2 00 It ad
Not to Scale
Reach
Matting Type
SlattilityAnalysis
Vegeation Chwacteristic4
Petmmsible
S FeaT S tr=
0)
Calculated
Sheaf Str=
w
Safety Factof
Remvk*
Staple Patepn
Phas,
1!
I Claa, I
T y,,
0 n*
StF41
UrveW(xoed
Vegelation
1 D
JBLmchj5C-75%
3.33
0.32
1055
STABLE
Sad
Sandy Loam
0035
0-M9
1-21
STABLE
—:z,
Ditch #5
a IN ort h America n Green EC IVDS Versio n 4.3 - C han net P rotection Des ig n, Outp ut F orrn
File Sp-i�cifirations Options Help
ENGLISH. - US= I F-114r= F2--00PMI
HYQR69LIC RESULTS
1 1) ischarge
I (ds)
I Pe;�TFWF��y
I %iod Ows)
9N)
I
Ama (so, ft)
I
Hyck&L&
I Rado ft)
Normal
Depth (it)
I V-3
1 0.1
1 1-65
1 1.39
1 0130
0-42
[RUNIUAdIALIR-1
u
L-n AM72.00 It -Td
Not to So*
Reach
Matting Type
Stability"ysis
Vegetation CharacWigics
Peurissble
Sh" St"'
ipsIl
CalWaled
Sheaf Stfess
(PLA
Safety Factot
Remaikv.
Staple Pattern
Phase
0&n
I Type
IDendy
Straight
UrveWotced
V
a�-
7
D
I Bunch
150-7W
3.33
0.27
12.56
STABLE
S Oil
Sandy Loam
U35
CIA24
1.45
STABLE

Ditch #6
0 No rth Am enc an G reen EC IVIDS Version 4.3 - C h a nnel Protection Desi gn, Outp ut Form
File Specifications Options Help
ENGLISH. IUSER —1 9714/2Ml FZ08 PM
KYO-RALILIC RESULTS
D�chaige
jds�]
Peaki'low
I Periocl Dys]
Vebciry�fp�)
Areafzq-ft)
HydakAc
Racliusfftj
I
Normal
Depth P11
K2
1 0.1
1 389
1 7�n
O�n
1 1 Al
L-n JWTOO It -Td
Not to Sca�e
Reach
Matting Type
$taboy An*is
Wgetation Chatac*kfic-s
Pwm*le
Sh-
(p�,—
rf)
CaWaw
Sh" Suest
(pf)
saley Factof
Remarks
Staple Pattern
Phase
Cla�
I Typ
Dendy
en"Y
T5075X
Straight
UnreWoFced
Vegetation
D
18—,�h
50
3-33
131
255
STABLE
Soo
Sandy Loam
0.035
0,119
0.29
UNSTABLE
0 North American Green ECIVDS Version 4.3 - Channel Protection Design, OLrtput Form
File Specifications Options Help
[QUICK F574-120-21 F2-08PM)
Di=ha(ge
Ids)
Peak Flow reloL* Rps1l
Pviod hsl
Area t&q. It]
Hydralic
Rad=fft)
Norma
Der* lift)
00-2
01 4-09
1 7-39
074
1-27
11U] :1311:901111110
S75 In-aml
L-- noo It
3.0 WW-�2
Not to S cafe
Reach
Mattirig Type
StapL- Pattern
Stability An*si8
Vegetation Chafacle-jisks
Pemiis�sib�e
Shm Stress
(Psf)
CalWated
S heat Stress
(psi)
Safety Factw
Remarks
Phase
Class Type
De
straight
S75
Unvegeated
1.55
1.27
1 �22
STABLE
Staple D ,
I
I

Ditch #7
N North Arnerica n Gveen EC IYU S Vers io n 4.3 - C ha n ne I P rotecti o n Des i 9 n, 0 ut put F orm
File SpecNi-ations Options Help
ENGUSH- — FUS—ER rgl-4/2021 1225PM
HY12RAULIC RESULTS
Dischwge �wUbw Vdocity9w) Aree(A.ft) Hyckaullic, Normal
(CW Period Nsl I I I RaciuW11 Dedh fftl
4.6 0-1 1 1-93 1 Z39 1 0.40 042
Linreinforced
LTD -dmhtim-T ,. 't
Not to Saale
Reach
Matting Type
SZaPIO PaVeFn
StabUy Am*vs
VegOation ChararWistics
Pefm�"e
ShM SOM;
[Pol
Calculated
Sheai Stie�s
(psf)
Sately Factor
F ematkt
Phase
7
lass
I Type Density
S44ght
Unpeinforced
Vegetation
D
Igunch15C,75%
333
035
9.57
STABLE
Sci
Sandy Loam
0035
1.032
1 11
STABLE
Ditch #8
el N o rth American G reen ECM DS Version 4.3 - Chann el Protection Desig n, Outp Lrt Fo rrn
IFile Specifications Options Help
JENGUSH. 7USE—FI W1-4rM 1724-2—PMI
Di=hafge Peak Fbwl
(Cb) Period Ifirs
Iveloct
I
Ajea (sqft)
Hydauk
I RAUS ft
Nofrnal
Depth (R)
�A 0.1
1 2,01
1 3.18
1 0.47N
R75 I
LINER RESULTS
Mau
UrveirJorced
S - DIDDO
`V.
Wd h (-OMZ 00 ft
BOR
Not to Scale
Reach
Ing Type
Sta* Pattem
StabililyAr*sis
Vegetation ChuacteiiAcs
Peirrtiszible
Shear Ske"
(W)
Calculated
S heat St M
Ipsir
Safety Factor
Remarks
7D
lass
Type
1
IlDernity
SkakA
Unreinforced
Vegetation
16unchI50-75%
3-33
0.37
8-91
STABLE
Sol
Sar* Low
0.035
0.034
1,03
STABLE

Ditch #9
N North Amerka n Green ECIVIDS Vefsi on 4.3 - C han n el Protectic n Desi 9 n. Output Form
File Specifications Options Help
ENGLISH, IUSER F5-4-4r"l F1Z—"PMI
71 MEW U a a--:, &�
D mchmirge
Icis)
Feak Flow
Pe6od (I-)
IV&&y tfpsj�
Area (mItj
Hydraulic
I RadWt)
I N otmal
Depth fft)
I P-7
0.1
1 Z119
1 1.24
1 1128
1 0,39
LIMER RESULTS
U-nireinlomed
019v
I V-1
L Botto
3.0 Width = Too 1,
Not to Scale
Reach
Matting Type
StapL- Pattern
StabilityAnalysis
Vegetalion CharacteFistics
Perw"ble
She., st"m
CalcuWed
Shea] Stress
(pa)
Safety Factor
Remarks
Pham
Cla�s
Typ e
'-'y
�5U7n
Siraight
Unreinforced
Vegetation
D
Bvn�h
3.33
0.46
7.19
STABLE
—Soil
Sandy Loai
0-035
0,042
0.83
UNcTABLE
N North Amerka n Green EC IVID S Versi on 4.3 - C han n el Protectio n Desi gm 0 utput F orm
File SpecWications Options Help
ENGLISH. IQUICK —1 m4ami F1-2'.45PMI
HYDRAULIC RESULTS
D�chzirge
(Cft)
Peaki'low
Period Qws4
Veimity(fps)
kea(q-ft)
Hydra&
I Radiusl1t)
N omal
Depth [h)
1
Z 7
1 0-1
1 1-73
1-%
1 0-32
0-4 1
Pull
S75 (n-0-055)
L 3.0 1AZ-Z00 It
Not to Scale
Reach
Matting Type
StabditqAnalysJ��
Vegetation Charac-tenstics
Petromsible
Sheas Strev
(psf)
Catculaited
Sheaj Stress
(psf)
Safekv Factoi
Remarks
Staple Pattern
Phwe
I
Clan
Type
I
Dem�y
straght
S75
Un.,Wtd
155
0.55
Z84
STABLE
Staple D

r);+,k 4+1 n
a N o rt h A rn erica n Green EC MDS Versic n 4.3 - C ha n ne I P rote ct io n Des g n, 0 ut p ut F o rrr
File Specificatiom Options Help
ENGLISH. IUSER I FF55/1412M 12',48PM
DischaW
IcIs)
Peak FiDW,
Period Uys
lVelocky (fps)
Afea(sqk)l
HydFaUk
Radpm It
NO"
Depth fit)
0.5
0.1 1
239
1 1,47
1 0.31
0.44
Unfeinlorced
Bot
Im 'Wdth �1010 It,
Not to Scale
Reach
Matling Type
Staple Pattern
StabilityArralysis
Vegetation Characteristics
perinissilk
ShearStrms
W)
Calculated
Sheaf Stiess
(Pst)
Safety Factor
Remarkt
7
lass
Type
I
Den*
I
Straighl
I-Imeinforced
vegetation
0
1 Bunch
150-75%
3.33
M5
6.05
STABLE
S61
Sar* Loarn
0-035
0.050
0.70
MSTABLE
A A ii' A.'. A : C. r V. -1 ' L'
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
MUSH- IQUICK I F5114r2021 F12-48 PM
HYDRAULIC RESULTS
Discharge
(CfS]
I Peak Flow
I P06od [hFS)
iVelocity (fps
I I
Are'a [Sq It)
J=ic
I H It
Normal
Dep1h (ft)
3.5
1 0.1
1 1.51
1 1.84
1 035
S75
L ` �BWom ` 11
3.0 Width m 200 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
StabilityAnalysis
Vegetation Charactenstics
Peirmsuble
Shear Stress
(pst)
Calculated
Shear StreSs
(PSI)
Safety Factor
Remasks
lass
I Type
IDensity
Straight
S75
Unvegetated
1-55
OL65
2.40
STABLE
Staple D

n:—L, 441 1
MNorth America n Green EC MO S Versi on 4.3 - C han n el Protectio n Desi 9 n, 0 utput F orm
File Specifications Options Help
ENGLISH. IUSER - I F5—A-4/ml IFZ52—PMI
HYDRAULIC RESULTS
Di=hafge
[cfs)
Peaki'low
Pvw W
jVelocily[fps)JAiea(sq-fQ
I =
Normal
I Depth(f1j_
S, 0
01
1 1,38
1 4.35
1 1156
1 0,92
LINER RESULTS
Unreinforced
1L
3.0
Bottopn
Wdth � 2.00 It 3.0
Not to Scale
Reach
Malting Type
Staple Pattern
Stability Analysis
Vegetation Chasac�etislic�
Pennisable
SheaiStw
(PSI)
CalcUaW
Shear Sum
(PSI)
Safety Factor
Remmks
Phate
170
Clwt
Type
I
IDeWy
StrAght
Urveirduced
vegetation
isunchl5a,75%
3.33
0.17
19.42
STABLE
Soi
Sandy Loarn
0-035
0.016
2-24
STABLE
Ditch #12
M No rth Amen ca n G reen EC M IDS Versio n 4.3 - C hn nnel Protection D es ign, 0 utp ut Form
File Specifications Options Help
ENGLISH, - IUSER I- KT-4/= F2-L54PM
HYDRAULIC RE SULTS
�1)4charge
(Cls]pe-a-,�
Peak kwj
nad tl�vs)
docky Rp)l
L
Area (:�qft)
Ky*avk
Fla&afftj
I NOMW
11 DWh (ft)
1 0A
1 0.1
1 1.19
1 2-M
0.45
1 100
[1UF*M�-v1IkV
U meWotcM Vegetaition En-0-Ml
\�0030
Ln wiiMT Do it
not to Scale
Reach
Matting Type
Staple Pattern
St"y AnalAis
V%Walion Chatacteiiein
Petrri"W-
heatStess
IRA
Calculated
ShrexStum
[P$f)
Safety Fackx
Remarkt
Mwe
I
Class
Type
Dens9y
Sheight
UrkreinfotcLd
Vegetation
I D
jBwch150-75%1
333
013
2545
STABLE
Sod
S&* Lom
0.035
0.012
2,913
STABLE

Ditrh U1 '�
I R N o ft h Ain erica n Green EC M DS Versio rt 4.3 - C ham nel Pfotedi on Desig m, 0 utput F orm
File Specifications Options Help
.ENGUSH. IUSER I F"--4/Ml F1Z57PMJ
HYDRAULIC RESULTS
Diw,haio J Vei< Flow Vewy (fmjl Area (w.ft)
(cis) %m fFff$l I = I D=f t
31,6 1 05 1 Z55 1 12,37 1 0-96 1 1,72
11111214111115RIMIN
Jrweinfaced
S�'
Ln
torn
\,r&. 2.00 ft.
Not to Scale
Reach
Matting Type
Staple Pattegn
StabiktyArk*sis
Vegetation ChatacterOics
Pettrris*dk
Shea; Stre,ss
Ipst)
CalcUated
Sheaf Sir"s
to)
Safely Factor
Remasks�
Phase
7
Class
I Type
IDensity
Stra6p
Unreinforced
Vegetatron
D
I Bunch
150-75Y.
3.33
0.54
6.19
STABLE
sod
SandyLoam
0,035
U045
0.71
UNSTABLE
N No Pth Arneri c an Green EC M DS Versia rt 43 - C hann el Protectio n Desi qn, Output Form
File Specifications Options Help
NGLISH. KIUICK 1�71-41= F12-57—PM I
Discharge
(cjs)
Fleak Flow
pericei jhr8l
Av (fp*11
Area (m ft)
Hy(*&k
Radiusfft)
N otmal
D=ffi iftl
31-6
as
1 557 1
10.29
087
1-M
575 Jv=0,031)
S - 0-W%
W "'TOO ft 3.0 1
idth
Not to Scarb,-
Reach
StabktyAn*w�
Vegetation Chaiacteristics
Permissble
SheatSttw.
IPA
Calcuiated
Shea Sum
5afely Factor
Flemarb�
Phwe
Clan
I
Typ�r�
I
Straight
S75
Unryegetaied
1,55
0.48
3.21
STABLE
StapL- D

nitrh If1 A
N North America n G reen. EC KI D S Versi on 4.3 - C han nel Prot ecti on Des ig n, 0 utp ut Fo rm
File Specifications Options Help
NGLISH. ;USER KT-4rW FI—.02PMI
KYDRAULIC RESULTS
Dtxhago
LCIS)
Peak Flow
Perm RWSI
IVeb* (IM)l
Area (sqft)
HMI= NoirrW
Depth fft)
31,15
0.5
1 3.54
1 B.913
0.81 1.42
LINER RESULTS
U meinfoiced Vegetation (n=O, 0401
W k'R'h' t-72. 0 0 f t —Td
Not to Scale
Reach
Matting Type
Staple Pattern
S tabd ty Arkally s m
Vegetabw Chatacterdics
pemssble
hear IeS*
(pd)
CalcuWed
Sheai SoeSs
(pSf)
Safety Factor
Rernarkt
Phase
CIWS
I
Type!
I
Density
I
Straight
UnFeinforced
Vag, 7.b7—
I D
I Bunch
15D.75%
1:33
1,07
3-12
STABLE
Soil
Sardy Lom
CL 035
0097
0-36
UNSTABLE
0 North Arn efica n Green ECM DS Version 4.3 - Channel P rotection D esign, Output Form
File Specifications Options Help
ENGUSH. FQ—U I C —K �-114—r&21 F01-05—PMI
vit,
0�
HYDRAULIC RESULTS
Discharge
(CIS)
Peak F
Pefiad Ows]
Vebcity (fp)
Area (q-ft)
Hydiauk
RaclisAftj
Norrna�
Depth Ift)
31.6
1 15
1 3,86 1
8.20 1
078
135 1
Bottom
Lm Vfdh - 200 ft —7d
Not to Scale
Reach
Matting Type
SlaWityAnalyvz;
Vegetation Characteristics
'emkimsbe
Shear StFess
IP0
Calculated
Shea Stress
Safety Factor
Remalks
Staple Pattern
Pham Class
Type
Derdy
Sk*m
S75
Unvegetated
1.55
i.bi
1.53
STABLE
Staple D
Fk

M Nort h Arneric a n Gvee n EC NVS Vers io n 4.3 - C ha n ne I P ro tect i o n Des i 9 n, 0 utput F orm
Fite Specifications Options Help
MUSH- — P—SER I M-4/2021 Fl-11 —PMI
INWITAXIII I LIIv;U*L"-
-------------
04ohaige IPeakRow jVelocky(fps
Ids) i Iviod thts) I — I
kea(sq.11)
Hydraulic Normal
I Raclius4(ftj Depth Ift)
j
012 1 111 1 2.22
1 5L 05
1 116(l 1.01
UNER RESULTS
JrweWofeed
S-0.0070
L Bat
3.0 Width � 200
Not to Sc4er
Fleach
,yp`�
StabMyAralysis
Vegetation ChwacteriTks
Pe(MMS"a
ShOaF Sfte$$
(PA
Calcuwed
Shear StMS
(P-st)
Safety Fador
Pemks
Phase
17D
Clas�s
I Type
I Den�ilty
StFa6p
Unreinforced
Vegetatw
18unchI50-75%
3.33
0.44
7.58
STABLE
Sod
Sandy Loam
0-035
0-040
087
UNSTABLE
0 North Arn en can Green EC M DS Verso on 4.3 - Channel Protection Desigm Output Form
File Specifications Options Help
WGUSH. IQUICK F01-12—PMI
DischaW
Ids)
PeakFlow
Period lKs)
Velockylips
Area(sqftj
I
H=�
R t)
Normal
DePIMA)
11.2
0.1
1 211
31
1 062
104
S75
�070
Not to Sc&
Reach
Maning Type
Sta0e Pattern
Stabiky An4Ais
Vegetalion Chaiactetislic�
perrrd��Sibe
hear Strm
(psi)
Cabj[aled
Shm Stre,�4
(0)
Safety Fac�ot
Remak�
Phase
Class
Type
Dan4y
Sbraii .gK
S75
unvegetated
1-55
0-45
3-42
STABLE
S taple D

r);+,k 4+1 r-
0 No rth Am erica n Green EC IVIDS Versi c n 4.3 - C h a n net P rotectio n Desi qn, 0 ut p urt F 0 rm
File Specifications OPtions Help
tNGUSH. ILISER K714aWl DI:15FM
111181:1 MKIIIIIIIII[A-1
Discharge
(0s)
I Peak Flow,
Period [hFS
lVelocity lips)
Ajea (sq-1t)
HydFaulic
Radius 11
�*
Normal
�2-9
1 0.5
1 a13
la7l
1.01
1 A3
Urveinlotced Vegetaton (rr-0. D40)
L-- Bottom 1
30 Width - 200 ft 30
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Chatactetistics�
POUnissible
Shear Skresi�
(psi)
Calculated
Sheaf Stt"s
(PSI]
I
Salety Factor
Remarks;
Staple Pattein
Phase
!7
Class
1 Type
IDensity
Stlaight
Unreinlorced
Vegetation
D
18unch[SO-75%
3.33
090
417
STABLE
Sad
Sandy Loarn
0335
0073
048
UNSTABLE
N N orth Am erica n Green EC IVDS Ver6o n 4.3 - C han n el P roitecti o n D e5 iq n, 0 utp vt F orrn
File Specifications Options Help
F5i-14/2o2i a2spm
NUU5H. 5UICK
1) ischaFge
(cts)
Peak Flow
Period NO
M OmIll
Ajea [sq R)
Hydaulic
Racko(k)
Normal
Depth Vt)
02.9
1 0.5
1 3,90
1 11,01
0-90
1-61
LINER RESULTS
S75 (n-0.030)
L-- "toT.00 it -Tid
3.0 Width -
Not to E cale,
Reach
Matting Type
StalbiilityAnalysiis
Vegetation Chajactvistics
PeffnissiI56
SM& Sttett
W)
Calculated
Sheat StFe�s
(pst)
Safety Factor
Remaiks
Staple Pattern
Phase
Class
I Type
jDansity
Stra4g
S75
Urrvegetated
1.55
0.70
2.20
STABLE
Staple D

No rth Am arican 6 reen EC NO S Versio n 4.3 - C ha n n el Protect i on Desi g n. 0 utp ut F o rm
File 5perifications Options Help
ENULISH, [USER [S/1412021 F01.26PMF
IMAUT1111"ZIMMUIRR
0 is�ge
Ids)
Peak Fbvi
Pajod Dys)
lVelocity [fpsl
I
Ama Isq R) RMOi�jlc
f: t)
Notmal
Depth Iftl
4z9
aS
1 1.81
1 23,64 1,33
2-49
LINER RESULTS
Rock
9 - U070
VLOT00 it
NN to 5cale
Reach
Ype
l4bdly Ana�;i;
Vegetation ChaTacterigics
PolminibIC!
ShevSltfts
tpso
Ga6Q�,�ed
S heat SIttess
(PS11
$afely FWoF
Roy6ar�;
Pha�e
Cla$2
I
Type
I
Density
Stiskp
I Flock Flipap
Unvegelated
3.33
1, Us
ads
STABLE
I an