The URL can be used to link to this page

Home My WebLink AboutSW6220702_Design Calculations_202211021784 — COLLIER GATE ESTATES EC Matting Calculations Ditch #1 ® : Jorth American Green ECMDS Version 4.3 - Channel Protection Design. Output Form File Specifications Options Help NGLISH. USER 711272022 09.25 AM HYQMUL<I_C RESUi~TS Discharge cfs I Peak Flaw Period [hrsj I Velocity (fps) Area (sq.ft) I Hydraulic I Rariu ft I Normal De th(it) 0.5 1 0.1 1 0.91 1 0.55 1 0.20 1 0.43 LINER RESULTS Unreinforced Vegetation fn=0.04 S = 0-0050 1 L Bottom 1 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSI) Calculated Shear Stress (PSf1 Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.75% 3-33 0.13 24.92 STABLE Sod Sandy Loam 0.035 0.012 2.87 STABLE Ditch #2 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 1 17/12/2022 09:26AM DischargeEPefiod cfs Flow hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ft 0.31 0.86 0.35 0.16 0.34 U nreinforced Vegetation (n=0.040) ❑ x L- Bottom 3.0 Width n 0.00 it 3-0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSI) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50.75% 3-33 0-13 26.03 STABLE Soil Sandy Loam 0.035 0.012 3.00 STABLE Ditch #3 allorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help ENGLISH. USER 7112/2022 0929AM Discharge cis Peak Flaw Period INS Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De th ft 0.6 0.1 2.23 0.36 1 0.16 0.35 LINER RESULTS Unreinforced Vegetation (n=0.040) L- B ottom 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type StabilityAnalysis Vegetation Characteristics Permissible Calculated Shear Stress Shear Stress (PSI) (PSI) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Umeinforced Vegetation D I Buncf) 50.75% 3.33 0.86 3.86 STABLE Soil Sandy Loam 0.035 0.079 0.44 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help .ENGLISH. USER 7/12/2022 09:30AM HYDRAULIC RESULTS Discharge [cfsl Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius f tj Normal Depth ft 0,8 0.1 1.75 0.46 0.18 1 0.39 w w a S75 (n=0.055) S = 0.0400 I 1 L Bottom J 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psfI Calculated Shear Stress [PsfI Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 1 0.97 1 1.59 1 STABLE Staple D Ditch #4 ® North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENCaLISH. USER 7i1212022 0931 AM HYDRAULIC RESULTS Discharge cfs Peak Flow Velocity [fps) Period his Area (sq.(t) Hydraulic Radius it Normal De th ft 4.2 Q1 1.66 1 2.54 1 0.44 0.92 Unreinfoiced Vegetation [n=0.040) B ottom 3.0 Width = 0.00 ft 3.0 LINER RESULTS Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated 5afety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (psi) (psi) Straight Unreinforced Vegetation 1 D I Bunch 50.75% 3.33 0.34 9.67 STABLE Soil Sandy Loam 1 0.035 1 0.031 1.11 1 STABLE Ditch #5 E North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help ENGLISH. USER 7/12/2022 09:32—AM Discharge cf sl Peak Flow Period hrs Velocity [fps] Area (sq.ftj Hydraulic Radius ft 1 Normal Depth NJ 4.5 0.1 1.57 2.86 0.46 1 0.98 LINER RESUL�Tfj Unreinforced Vegetation [n=0.040I S = 0.0050 1 L Bottom J 1 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psfI Calculated Shear Stress [psfI Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.75% 3.33 0.30 10.93 STABLE soil Sandy Loam 0.035 0.028 1 1.26 1 STABLE Ditch #6 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X Fife Specifications Options Help :'NO LISH. USER 7/12/2022 09:33AM Y Discharge [cfsI Peak Flow Period hrs Velocity [fps] Area (sq.ft] Hydraulic Radius ft 1 Normal Depth ft 0.8 0.1 2.23 0.36 0.16 1 0.35 UNER RESULTS Unreinforced S = 0.0400 1 Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf] Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.750 3.33 0.86 3.86 STABLE Sod Sandy Loam 0.035 0.079 0.44 1 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X Fife Specifications Options Help ENGLISH. USER 7712/2 222 0934AM HYDRAULIC RESULTS Discharge cfs) Peak Flow Period his 1 Velocity (ipsj Area (sq.ft) Hydraulic Radius ft 1 Normal Depth ft 0.8 0.1 1.75 0.46 0.18 1 0.39 R RESULTU S75 (n-0.055) L- B ottom 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Stability Analysis S laple Pattern Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (psi) Safety Factor Remarks Phase Class Type Density Straight S75 Unvegetated 1.55 0.97 1.59 STABLE Staple D Ditch #7 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7112/0022 09:35AM Discharge cis Peak Flow Period his Velocity (fps) Area [sq.ft) Hydraulic Radius It 1 Normal Depth It 18.0 0.1 2-22 8.09 0.78 1 1- 64 LINER RESULTS Unreinforced 1 L 3-0 Bottom Width = 0,00 It —j I Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight tlnreinforced Vegetation I D I Bunch 50.75% 3.33 0.51 6.50 STABLE Soil Sandy Loam 0.035 0.047 0.75 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7112 02022 .-3 AAM �•T �F.� fi' ..`�'A•� � 6� �,� 6� ..� d' .�'^.�•:i• .. �j;S� .�-.-i' f' . "T•.4T'.f1^ HYDRAULIC RESULTS Discharge Peak Flow cis Period his 1 Velocity (fps) Area (sq.ft) Hydraulic Normal Radius it Depth 11 1 18.0 0.1 2.63 6.86 0.72 1,51 LINER RESULTS S75 (n=0.032) L- Bottom 3.0 Width = 0.00 it 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSI) Calculated Shear Stress (psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0.47 3.29 STABLE Staple D Ditch #8 NNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGUSH. USER I 7/1212022 D9:37AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period his Velocity lips) Area (sq.it) Hydraulic Radius It Normal De th It [1,5 0.2 1.20 1.26 0.31 0.65 Unreinforced Vegetation ln=0.040) S • 0.0050 1 L Bottom - 1 3.0 Width = 0.00 fl 3.0 INER RESULTS €4nt In Scale Matting Type Vegetation Characteristics Reach Slabililty Analysis Permissible Calculated Safety Faclu Rernaiks Staple Pattern Phase Class Type Density Shear Stress Shear Stress [psi] [psi] Straight Unreinforced Vegetation D I Bunch 5075% 3.33 0.20 16.50 STABLE Soil Sandy Loam 0.035 0.018 1.90 STABLE Ditch #9 ENorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7/12/2022 09:38AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Ivelocity [fps) Area (sq.ft] Hydraulic Radius ft Normal Depth(it) 0.0 0.1 1 1.87 4.81 0.60 1.27 LINER RESULTS Unreinforced Vegetation (n=0.040) L— Bottom 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type 5tabi€ityAnalysis Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (PSI) SafetyFactor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50.75°r. 3.33 0.40 8.43 STABLE Soil Sandy Loam 0.035 1 0.036 0.97 FUNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — 0 X File Specifications Options Help ENGLISH. USER 7J12 02022 0-8AM Discharge cis Peak Flow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth ft 9.0 0.1 1.94 4.64 0.59 1 1.24 LINER RESULTS S75 (n=0.038) 3 Wid ht= 00 It 3 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Urrvegetated 1.55 0.39 3.99 STABLE Staple D Ditch #10 v North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form —0 X File Specifications Options Help ENGLISH- USER 7J12J2022 09A0AM HYDRAULIC RESULTS Discharge cis Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth it 0.9 0.1 1.04 0.82 0.25 1 0.52 LINER RESULTS, Unreinfoiced Vegetation (n=0.040) T� S = 0.0050 1 L Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale R each Matting Type Stability Analysis Vegetation Characteristics Permissible Phase Class Type Density Sheai Stress (psi) Calculated Shear Stress (psi) Safety Factor Remarks Staple Pattern Straight Unreinfoiced Vegetation D Bunch 50.75 a 3.33 0.16 20.42 STABLE Soil Sandy Loam 0.035 R015 2.35 STABLE Ditch #11 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help !ENGLISH. USER 7I12I2022 09:41 AM Discharge fcfsl Peak Flow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius f Q 1 Normal Depth ft 0.7 0.1 2.15 0.32 0.16 1 G 33 UNER RESULTS — ❑ X Unreinforced Vegetation (n=0.040) L n Bottom Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible ShearStress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinfowed Vegetation D I Bunch 50.75% 3.33 0.82 4.06 STABLE Soil Sandy Loam 0.035 1 0.075 0.47 UNSTABLE NNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7I12l2022 Q9:42AM a0 Discharge cfs Peak Flow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth ft 0.7 0.1 1.70 0.41 0.18 1 0.37 S75 (n=0.055) F I S = 0.Q400 �1 Bottom Width = 0.00 ft 3.0 LINER RESULTS I Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (P$f) (psf) Straight S75 Unvegetated 1.55 0.93 1.68 STABLE Staple D Ditch #12 © - Forth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ File Specifications Options Help INN GLISH. SER 7112l2022 10:29 AM L � .' ..�•. .g `T:.• .S 5 �% ^fi.:L.1 � ..0 5 �` _ — f'� �s .FPS �, �?-•..y�,r b^•. :' � �.' .f.,y �. ..,ts4..�y f • , l,'•j M- •i:., _c ,:r .A:"np I i; HYDRAULIC RESULTS Unreinforced Vegetation jn=0.0401 Discharge cfs Peak Flaw Period hrs Velocdy (fps] Area (sq.ftI Hydraulic Radius ft Normal Depth ft 6,2 0.1 1 4,04 1.53 0.34 0.72 LINER RESULTS S = 0.0500 1 L Bottom - 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psfI Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.76% 3.33 2.23 1.49 STABLE Soil Sandy Loam 0.035 0,204 0.17 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — 0 X File Specifications Options Help USEI ER HYDRAULIC RESULTS Discharge c:f $I Peak Flow Period hrs Velocity (fpsj Area (sq.ftj Hydraulic Radius ft Normal Depth ft 6.2 0.1 6,41 0,97 0,27 0.57 LINER RESULTS 7i12f2022 10:30 Ail L- Bottom 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Slability Analysis Vegetation Characteristics Permissible Shear Stress (psfj Calculated Shear Stress (psf) Safety Factor Rernatks Staple Pattern Phase Class Type Densty Straight C125 Unvegetated 2.25 1.77 1.27 STABLE Staple D North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 11J1I2022 03:03 PM 1_■ e Discharge ofs Peak Flow Period hrs Velocity (fps) Area (sq-ft) Hydraulic Radius ft 1 Normal D th ft 2.2 0.5 1.57 1.40 0.32 0.61 11 LINER RESULTS Rock Riprap (n-0.1 S - 0.0500 1 Bottom J 1 3-0 Width = 0.50 It 3-0 Not to Scale Reach tAatting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Rock Riprap Unvegetated 2.E7 1.89 1.41 STABLE Bin Ditch #13 0 North American Green ECMDS Version 4-3 - Channel protection Design, Output Form — 11 X File Specifications Options Help ENGLISH. JUSER 7112a2022 10:32AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period this Velocity (fps) Area (sq_ft] Hydraulic Radius ft Normal Depth(It] 0.3 0.1 1.81 0.14 1 0.10 0.21 LINER RESULTS Unreinforced Vegetation (n=0.0401 S = 0-0500 1 L Bottom - 1 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type 5 lability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psfJ Sal' etyFacfor T Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 5D 75> 3.33 0-67 4.98 STABLE Soil Sandy Loam 0.035 0.061 0.57 UNSTABLE ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help TRi LISH. USER 7f 1212022 10:32 AM HYDRAULIC RESULTS Discharge [cfsl Peak Flow Period [hfsl Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal DeptLfIL 0.3 0.1 1.49 0.20 0.12 0.26 1L 3.0 LINER RESULTS - ❑ x S75 Bottom Width = 0.00 ft Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Glass type Density Straight S75 Unuegetated 1.55 0.81 1.92 STABLE Staple D Ditch #14 'dorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSER 7/12/2022 11034AM HYDRAULIC RESULTS Discharge Peak Flow [cis) Period hrs Velocity (fps] Area (sq.ft) Hydraulic Radius ft Normal De h ft 4.2 0.4 3.03 1.39 1 D.32 0.68 - ❑ x Urveinfoiced Vegetation fn=0.040 1 L 3.0 Bottom Width = 0.00 ft LIFER RESULTS Not to Scale Batting Type Vegetation Characteristics Reach S [ability Analysis Permissible Calculated Safety Factor Remarks Slaple Pattern Phase Class Type Density Shear Stress Shear Stress (psi) (psi) Straight Unreinforced Vegetation D 8unch 50-75% 3.33 1.27 2.62 STABLE Soil Sandy Loam 0A35 0.116 0.30 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 7/1212022 10:34 AM HYDRAULIC RESULTS Discharge cis Peak Row Period his Velocity (fps) Area (sq.ft) Hydraulic Radius[it) 1 Normal Depth ft �.2 0.1 2.57 1.63 0.35 1 0.74 S75 5 = D.0300 B ottom Width = 0.00 it U LINER RESULTS I Not tip _.c_.,le Matting Type Vegetation Characteristics Reach S tability Analysis Permissible Calculated Safety Factor RF-frl-D4:-. Staple Pattern Phase Class Type Density Shear Stress Shear Stress (psi) (psi) Straight S75 Unyegetated 1.55 1.38 1.12 STABLE Staple D Ditch #15 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ x File Specifications Options Help ENGLISH. USER 7J1212022 10:35AM Discharge cis Peak Flow Period his Velocity lfps) Area (sq.ft) Hydraulic Radius ft 1 Normal De th it 0.5 0.1 1.78 0.28 0.15 1 0.31 1. 1 Unreinfoiced Vegetation (n=D.040] S = D.0300 1 L B ottom - 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type 5tabilityAnalysis Vegetation Characteristics Permissible Shear Stress (Psi) Calculated Shear Stress (psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unieinforced Vegetation D I Bunch 50.75 , 3.33 0.57 5.81 STABLE Soil Sandy Loam 0.035 0.052 0.67 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — 0 X File Specifications Options Help FENG SH. USEA 7112l2022 00:3 AAM HYDRAULIC RESULTS Discharge [cfsl Peak Ftow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth(It) 0.5 0.1 1.40 0.36 0.16 1 0.34 LINER RESULTS L- Bottom 3.0 Width = 0.00 It 3.0 Not to Scale Reccl Matting Type StabiRy Analysis Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (Fsf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 R65 2.40 STABLE Staple D Ditch #16 11 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7i1212022 10:38AM HYDRAULIC RESULTS Discharge cfs Peak Flaw Period hrs Velocity (fps) Area (sq.ft) Hydraulc Radius ft Normal Depth fit P2.8 0.3 2.76 15.50 1 1.08 2.27 Ur 3 0 With Bottom 0 00 ft 3 0 LINER RESULTS I Not to Scale Matting Type Vegetation Characteristics Reach &ability Analysis Permissible Calculated Safety Factor Remarks Shear Stress (Psf) Shear Stress (PsfI Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 0.71 4.70 STABLE Sod Sandy Loam 0.035 0.065 0.54 UNSTABLE North American Green ECMDS Version 43 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7l12/2022 10:39AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity [fps) Area (sq.ft) Hydraulic Radius It Normal Depth ft �2.8 0.3 1 4.07 10.53 1 0.89 1.87 3 0 Width h too 00 It 3 0 LINER RESULTS I Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (psi) (Psi) Straight S75 Unvegetated 1.55 0.58 2.65 STABLE Staple D Ditch #17 ® forth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH, USER 7J12/2022 10:40AM Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft NOMA Depth ft 10.7 0.2 2.53 4.22 0.56 1 1.19 I.1111hIM:3:3-Y11� Unreinforced Vegetation (n=0.040) 3 Width -o0 00 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSI) Calculated Shear Stress [PSfI Safety Factor Remarks Slaple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.75Y. 3.33 0.74 4.50 STABLE Soil Sandy Loam 0.035 0.058 6.52 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help IENGLISH. USER 7l12l2022 1041 AM 'Aa -ILfli aici1111i+'� Discharge cfs Peak Flow Period hrs Velocity (WI Area (sq,ft) Hydraulic Radius(k)I Normal Depth fftj 001 0.2 1 2.55 4.19 1 0.56 1.18 1L 3.0 575 S = p.0100 Bottom 1 k,Vidth = 0.00 It 3.0 LINER RESULTS I Nat Io Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (PSO (PSI) Straight S75 Unvegetated 1.55 0.74 2.10 STABLE Staple D Ditch #18 ® North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ x Fite Specifications Options Help ENGLISH. USER 7/1212022 10-4 AAM HYDRAULIC RESULTS Discharge cfs Peak Flow Period f hrsl Velocity [fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ft 3.3 0.2 1.89 1.75 0.36 1 0.76 Unreinforced Vegetation (n=0.040) 3 Wid ht= 0 00 ft 3 Not to Scale Reach Matting Type S tability Analysis Vegetation Characteristics Permissible Shear Stress (Psfl Calculated Shear Stress [psf) Safety Factor Remarks Staple Pattern Phase Class Type Dens iy Straight Unreinforced Vegetation D Bunch 50.75% 3.33 0.48 6.99 STABLE Soil Sandy Loam 0.035 0.043 0.81 UNSTABLE ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Cutput Form — © X File Specifications Options Help ENGLISH. USER 7/12i2022 10:42AM Discharge [cfsl Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ft 0,3 0.2 1.65 2,00 0.39 1 0.82 S75 [n=0.048) S = 0.0100 1 L B ottom - 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density S kaight S 75 Unvegetated 1.55 0.51 3.04 STABLE Staple D Ditch #19 ® North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - Cl X File Specifications Options Help ENGLISH. USER 7112 02022 10:47AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De h ft 0.0 0.1 2.19 1 2.74 1 0.45 0.96 UNERR S T Unreinfvrced Veaetation fn=0.040 � 5 = 0.0100 / Bottom Width = 0.00 It —11 3.0 Not to Scale Reach Matting TypejAnalysis Stabil Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (psi) SafetyFactor Remarks Staple PatternPhase Class Type Density Straight Unreinforced Ve D Bunch 50 75i 3.33 0.60 5.59 STABLE Sandy Loam 0.035 0.054 0.64 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form Fife Specifications Options Help ENGLISH. USER 711212022 10ABAM Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.it) Hydraulic Radiustit) Normal Depth ft �.0 0.1 2.04 2.94 0.47 0.99 — ❑ X S75 (n-0.044) LM B ottom Width - 0.00 ft LINER RESULTS A Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (psi) (psf) Straight S 75 U nvegetated 1.55 0.62 2.51 STABLE Staple D Ditch #20 NNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help IENGLISH. USER 7I12f2022 10:48AM HYDRAULIC RESULTS Discharge fcfsl Peak Flow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth ft P.6 0.1 1.23 0.49 0.19 1 0.40 LINER RESULTS Unreinforced V 1L 3.0 ❑ X 5 = 0.0100 Bottom 1 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stabiirty Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density 5traight Unreinforced Vegetation D Bunch 50.75%. 3.33 0.25 13.25 STABLE Soil Sandy Loam 0.035 1 0.023 1 1.53 STABLE Ditch #21 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7f12f2022 10:49AM Discharge cfs Peak Flaw Period his Velocity [fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth ft 0.9 0.1 1.52 2.57 0.44 1 0.93 LINER RESULTS Unreinforced Vegetation (n=0.040) T� 5 = 0.0050 LM Bottom Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Perrnissible Shear Stress (psf) Calculated Shear Stress (PSI) Safety Factor Remarks Staple Pattern Phase Class Type Density 5traight Unreinforced Vegetation D 1 Bunch 50.75% 3.33 0.29 11.53 STABLE Soil Sandy Loam 0.035 0.026 1.33 1 STABLE Ditch #22 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — Cl x File Specifications Options Help ENGLISH. USER 7112/2 222 10:49AM HYDRAULIC RESULTS Discharge [cF&l Peak Flow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth[It) 0,6 0.1 0.94 0.61 0.21 1 0A5 LINER RESULTS Unreinforced Vegetation (n=0.040) F I —7-� S = 0.0050 Bottom 1 Ln Width !?'On.,, 0.00 ft , 3.0 1 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [PSI) Calculated Shear Stress (PSI) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.75% 3.33 0.14 23.73 STABLE Soil Sandy Loam 0.035 0.013 2.73 STABLE Ditch #23 n North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — Cl X File Specifications Options Help ENGLISH, USER 771212022 1055M HYDRAULIC RESULTS Discharge (cis) Peak Flow Period his Velocity (fps) Area (sq.ft) Hydraulic Radiustit) 1 Normal Depth ft j 4 0.1 2.03 1.18 0.30 1 0.63 LINER RESULTS Unreinforced Vegetation [n=0.040) L-- B ottom 3.0 Width = 0.00 R 3.0 Not to Scale Reach Batting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSI) Calculated Shear Stress (PSI) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation Q I Bunch 50.75% 3.33 0.59 5.67 STABLE Soil Sandy Loam 0.035 0.054 0.65 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — 0 X File Specifications Options Help FENIaLISH. FU S E R 7112l2022 10:52AM HYDRAULIC RESULTS Discharge cfs Peak Ftow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth ft VA 0.1 1.70 1.41 0.33 1 0.69 LINER RESULTS L— Bottom 3.0 Width = 0.00 It 3.0 Not to Scale Reccl Matting Type Stability Analysis Vegetation Characteristics Perrissible Shear Stress (P$fJ Calculated Shear Stress (Fsf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 R64 2.41 STABLE Staple D Ditch #24 61 '�orth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help E NGLISH. USER 7712I2022 10 52 AM HYDRAULIC RESULTS Discharge Peak Flow (cis]Period his Velocity (fps) Area (sq.ft) Hydraulic Radius[Itl Normal DeDthIftl 0.9 10.1 1.60 0.58 0.21 0.44 LINER RESULTS U nieinforced Vegetation f n=0. 04 ■ 0 S = 0.0150 1 L Bottom 1 3.0 Width = 0.00 R 3.0 Not to Scale Reach Matting Type StabdityAnalysis Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (psi) Safety Factor Remarks Slaple Pattern Phase Class Type Density Straight Urueinforced Vegetation D I Bunch 50.75% 3.33 0.41 8.12 STABLE Sod Sandy Loam 0.035 0.037 0.94 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — © X File Specifications Options Help ,ENGLISH. USER 7112/2022 10:53AM HYQB6ULIC FAE5ULT5 Discharge Cf Sl Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth ft 0.9 0.1 1.25 0.72 0.23 1 OA9 LINER RESULTS 3 0 Wickh = 0 00 It 3 D Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSII Calculated Shear Stress [PSf1 Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0.46 3.38 STABLE Staple D Ditch #25 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help 1ENG—Li SH. USER I 7W12I2022 1 O:53AId HYQRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity [fps] Area [sq.ft) Hydraulic Radius ft Normal Depthfit) 0.5 fl1 0.91 0.55 0220 0.43 LINER RESULTS Unreinforced Vegetation (n=0.040) L- B ottom 3.0 Width = 0.00 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation I D Bunch 50.75. 3.33 0.13 24.92 STABLE Soil Sandy Loam 0.035 0.012 2.87 STABLE Ditch #26 0 North American Green ECIV IDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 7i12�2022 1055AM HYQRAULIQ RESULTS Discharge cfs Peak Flow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth fi 0.2 0.1 1.63 3.18 0 49 1 1.03 LINER RESULTS ❑ x Unreinforced Vegetation [n=0.040) S = 0.0057 1� I n Bottom I 4Ji�ilFt = 0.00 it' 3.01 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psfl Calculated Shear Stress (vsf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.75i 3.33 0.32 1M37 STABLE Soil Sandy Loam 0.035 0.029 1.19 STABLE Ditch #27 Ll North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH, USER 7/12 02222 10:57AM HYQBAULIC R95ULTS Discharge fcfsl Peak Flaw Period hrs Velocay [fps) Area [sq.ft) Hydraulic Radius ft) 1 Normal Depth ft 93 0.2 1.91 5.09 0.62 1 1.30 LINER RESULTS -- ❑ x Unreinforced Vegetation (n=0.040) S = 0.0050 1 L - 1 Bottom 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50.75% 3.33 0.41 $.19 STABLE Soil Sandy Loam 0.035 0.037 0.94 UNSTABLE ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 7l1212022 10:57AM HYDRAULIC RESULTS Discharge cls Peak Flow Period hrs Velocity tlps] Area (sq.ft) Hydraulic Radius ft 1 Normal D22th it 9.7 0.2 2.00 4.85 0.60 1 1.27 1 3.0 S 75 (n=0.03f3] F I S = U,uuou �1 Bottom Width = 0.00 It 3.0 LINER RESULTS Not to Scale Matting Type Vegetation Characteristics Reach $lability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (psf) (PSI) Straight S75 Unvegetated 1.55 0.40 3.91 1 STABLE Staple D Ditch #28 NNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7/1212022 1058—AM HYDRAULIC RESULTS Discharge (clsl Peak f low Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De " 0.2 0.2 1.44 2.21 0.41 0.86 LINER RESULTS Unreinforced Vegetation (n=0.040) T\ S = 0.0050 1 1 Bottom Width = 0.00 It Not to Scale Reach Matting Type Slability Analysis Vegetation Characteristics Permissible SheStress [psl) Calculated Shear Stress Ipsl] Safety Factor Remarks Staple Pattern tease Class Type Density Straight Unreinforced Vegetation D I Bunch 5b 75% 3.33 0.27 12.45 STABLE Soil Sandy Loam 0.035 0.024 1 1.43 1 STABLE Ditch #29 NNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help IENCaLISH, U5l=R 7112l2022 11.0 AAM HYDRAULIC RESULTS Discharge cfs Peak Flow Period fhfsl Velocdy (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ft 0 5 0.2 4,82 10.28 0.88 1,85 LINER RESULTS Unreinforced Vegetation (n=0.040) L- Bottom 3.0 Width = 0.00 It Not to Scale Reach Matting Type Stabilty An Vegetation Characteristics Perrrissible Shear Stress (psfI Calculated Shear Stress [psfI Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50-75% 3.33 2.31 1.44 STABLE Sod Sandy Loam 0.035 0.211 0.17 UNSTABLE NNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form -- ❑ x File Specifications Options Help E NGLISH. USER 7J12/2022 11:03 AM DischargepPefi(3d cfs Velocity (fps) Area (sq.ft) Hydraulic Normal Radius ft De hft 4&5 6.52 7.59 0.75 1.59 LINER RESULTS 3 Widtht= 0 00 It Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible S hear Stress (psi) Calculated Shear Stress (psi) Safety Factor Remarks S laple Pattern Phase Class Type Density Straight SC150 Unvegetated 2.00 1.99 1.01 STABLE Staple D MNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form o File Specifications Options Help ENGLISH. -USER 1111 J2022 O3 57 PM HYpFAAULIC RESULTS Discharge Peak F:ow Period hrs Velocity [fps] Area (sq.ft) Hydraulic Radius ft Normal De th ft —fcfsl 49.5 0.5 1.88 26.34 1.41 2.88 LINER RESULTS Rock Riprap [n4.070) Bottom Width = 0.50 It Not to Scale Reach M3�ling Type StabityAnalysis Vegetation Characteristics Permissible Shear 5lress (psfl Catcufated Shear Stress (psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Rock Riprap Unvegetated 2.67 0.90 2.97 STABLE Bin Ditch #30 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 711212022 11:03AM HYDRAULIC RESULTS Discharge cis Peak Flow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius it Normal Depth[it) 0.8 0.1 2.23 0.36 0.16 0.35 Urtreinforced Vegetation (n=0.040) B ottom 3.0 Width = 0.00 ft 3.0 LINER RESULTS I NottoSc* North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ,ENGLISH. USER 7112l2022 11:04AM HYDRAULIC RESULTS Discharge cf Sl Peak Flow Period hrs Velo0q (fps) Area (sq.ft) Hydraulic Radius(ft) 1 Normal Depth ft 0.8 0.1 1.75 0.46 0.18 1 0.39 LINER RESULTS L- Bottom 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Perrrrissible Shear Stress (psf) Calculated Shear Stress [psf) Safety Factor Remarks Staple Pattern Phase Class Type Density S traight S75 U nvegetated 1.55 0.97 1.59 STABLE Staple D Ditch #31 61 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help :ENGLISH. IUSER I 7/12/2022 11:04AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period [hisl Velocity (fps) Area (sq.ft) Hydraulic Radius f Q 1 Normal Depth ft R6 0.1 3.25 1.11 0.29 1 0.61 Unrelnforced S = 0.0400 1 L Bottom - 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psfI Calculated Shear Stress (psfl Safety Factor Remarks Staple Pattern Phase Class Type Density 5traight Unreirdorced Vegetation I D I Bunch 50.75% 3.33 1 1.52 1 2.19 1 STABLE Soil Sandy Loam 0.035 1 0.139 1 0.25 1 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help E N GLISH. USER 7112I2022 11:05 ANI HYDRAULIC RESULTS Discharge cis Peak Flow Period Ns) Velocity )fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ft 3.6 0.1 2.70 1.34 0.32 0.67 LINER RESULTS S150 (n=0.051) S = 0.0400 1 L B ottom - 1 3.0 Width = 0.00 ft 3A Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S150 Unvegetated 1.75 1.67 1.05 STABLE Staple D Ditch #32 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — 0 X File Specifications Options Help ENGLISH. USER I 7I12l2022 11:08AM Discharge cis Peak Flow Period fhfsl Velocity (fps) Area (sq.ft) Hydraulic Radius it Normal Depth it �4.3 0.2 5.82 4.17 0.55 1 0.89 LINER RESULTS Unreinforced Vegetation jn=0.040) —7--T S = 0.0550 1 L Bottom — 1 3.0 Width = 2.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.75i 3.33 3.06 1.09 STABLE Soil Sandy Loam 0.035 0.280 0.13 UNSTABLE Discharge cis Peak Flow Period his Velocity (fps) Area (sq-ft) Hydraulic Radius ft Normal Depth ft 24.3 0.2 9.30 2.61 1 0.42 0.66 North American Green ECI IDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help NGLISH. SER 71121 0022 11:0 AM .T'.. Yi'.:. j .r+ T-'.✓.T'-...r'r _ Y Y HYfQMULIC RESULT C3256N [nw0-Q21] ❑ X S = 0.0550 1 L - , Bottom 3.0 Width = 2.00 It 3.0 LINER RESULTS Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (psf) (psf) Straight C125BN Unvegetated 2.35 2.26 1.04 STABLE Staple D Ditch #33 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7112/2 222 11:10AM HYDRAULIC ESULTS Discharge cis Peak Flow Period his Velocity (fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth ft 24.0 0.2 2.39 10.04 0.87 1 1.83 FINER RESULTS Unreinforced Vegetation [n-0.0401 3 Width= 0.00 It Not to Scale Beach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psi) Calculated Shear Stress (Psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Urweinforced Vegetation D Bunch 5Q 75i an 0.57 5.83 STABLE Soil Sandy Loam 0.035 0.052 0.67 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ x ' File Specifications Options Help ENGLISH. USER 7112i2022 11:03AM HYDRAULIC RESULTS Discharge cis Peak Flow PeriodNs) Velocity (fps) Area (sq.ft) Hydraulic Radius it Normal Depth it j 4.0 0.2 3.01 7.97 0.77 1 1.63 LINEB RESULTS S75 (n=D.029) F I S = 0.0050 1 L B ottom J , 3.0 Width = 0.00 ft 3A Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psi) Calculated Shear Stress (Psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0.51 3.05 STABLE Staple D Ditch #34 n i Jorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 7/12/2022 11.11 AM HYDRAULIC RESULTS Discharge cis Peak Flow PeriodNs) Velocity (fps) Area [sq.ft) Hydraulic Radius it 1 Normal De hit 17.1 0.2 2.20 7.78 0.76 1 1.61 Urveinforced — ❑ X L\ 5 = 0.0050 1 L Bottom 3.0 Width = 0.00 ft 3.0 LINER RESULTS Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (psi) (psf) Straight Unreinforced Vegetation I D I Bunch 50.75% 3.33 0.50 6.63 STABLE Soil Sandy Loam 0.035 1 0.046 0.76 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help ENGLISH, USER 7f12l2022 11;11 AM HYDRAULIC RESULTS Discharge fcfsl Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius(ft) 1 Normal Depth ft 17.1 0.2 2.56 6.67 0.71 1 1.49 575 S = 0.0050 Bottom Width = 0.00 ft 3.0 LINER RESULTS Not to Scale Matting Type Vegetation Characteristics Reach Stabikty Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type jDenSAq Shear Stress Shear Stress [psfI [psfl Straight S75 Unvegetated 1.55 0.47 3.33 STABLE Staple D Ditch #35 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 7I1212022 11:13AM HYDRAULIC RESULTS Discharge fcfsl Peak Flow Period hrs Velocity [fps] Area (sq.ft) Hydraulic Radius ft 1 Normal Depth ft 0.8 0.1 1.02 0.78 0.24 1 0.51 LINER RESULTS Unreinforced Vegetation [n=0.040) 3 4 Width = Q 00 It 3 0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Perrrpssible Shear Stress (p$f) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50.75% 3.33 0.16 20.89 STABLE Soil Sandy Loam 0.035 0.015 2.41 STABLE Ditch #36 ® North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 7/12/2022 11:13AM Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ft h . 0 0.1 1.08 0.92 0.26 1 0.55 Unreinforced Vegetation in=0.040j 7E �N L— Bottom 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Facts Remarks Staple Pattern Phase Class Type Density Straight Unreirrforced Vegetation D I Bunch 50.75 a 3.33 0.17 1919 STABLE Soil Sandy Loam 0.035 0.015 222 STABLE Ditch #37 n !Aorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — 0 X File Specifications Options Help ENGLISH. USER 71121 = 11:14AM HYDB6ULIC RESULTS Discharge Peak Flaw cis Period (his Velocity (fps) Area (sq.ft) Hydraulic Radius it Not De hmaft [14.1 0.2 1 2.09 6.74 1 0.71 1.50 LINER RESULTS U meinforced Vegetation fn=0.0401 L- B ottorn 3.0 Width =0.00R 3.0 Not to Scale Reach Matting Type S tability Analysis Vegetation Characteristics Permissible Shear Stress (psi) Calculated Shear Stress (PSI) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight r Unreinforced Vegetation I D I Bunch 50-75% 3.33 0.47 7.12 STABLE Soil Sandy Loam 0.035 0.043 0.82 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7/12/2022 11:15AM HYDRAULIC RESULTS Discharge (cis) Peak Flow Period(his) Velocity (fps) Area (sq.ft) Hydraulic Radius it 1 Normal D epth ft h 4.1 0.2 2.35 6.00 0.67 1 1.41 L- B ottorn 3.0 Width = 0.00 it 3.0 LINER RESULTS I Not to Scale Batting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (psi) (PSI) Straight S75 Unvegetated 1.55 0.44 3.51 STABLE Staple D Ditch #38 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help ENGLISH. USER 7I1212022 11:1 AAM HYDRAULIC RESULTS Discharge cfs Peak Flaw Period hrs Velocity [fps] Area (sq.ft) Hydraulic Radius ft 1 Normal D 22th ft 03.4 0.1 2.07 6.49 Q-70 1 1.47 LINER RESULTS Unreinforced Vegetation In=0.040] i', S = 0.0050 1 L Bottom - 1 3.0 width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50.750 3.33 0.46 7.26 STABLE Soil Sandy Loam 0.035 0.042 0.84 UNSTABLE ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help NGLISH. USER 7112� 11 HYDRAULIC RESULTS Discharge ef sl Peak Flow Period rs Velocity (fps) Area (sq.ft] Hydraulic Radius ft Normal Depth ft [I3A 0.1 2.30 5.83 0.66 1.39 — ❑ X L � WidthBottom 00 It LINER RESULTS 1 Not to Scale Matting Type Vegetation Characteristics Reach Stabilty Analysis Permissible Calculated Safety Factor Reri7arf;; Staple Pattern Phase Class Type Density Shear Stress Shear Stress (Psf) (Psf) Straight S75 Unvegetated 1.55 0.44 3.56 STABLE 5 taple D DITCH #39 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 7I1212022 11.16 AM Discharge fcfsl Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft 1 Normal Depth(it) 03.4 0.2 2.60 12.87 0.98 1 2.07 DINER RESULTS Unreinforced Vegetation (n=0.0401 L- Bottom 3.0 Width = 0.00 it 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSO Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50.75% 3.33 0.65 5.15 STABLE Soil Sandy Loam 0.035 0.059 0.59 UNSTABLE ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm - ❑ x File Specifications Options Help ENGLISH. USER 7a1212022 11;1 AAM Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ft 03.4 0.2 3.56 9.38 0.84 1.77 LINER RESULTS L- Bottom 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type 5 t ability A naly si s Vegetation Characteristics Permissible Shear Stress (PSI) Calculated Shear Stress (PSO Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unuegetated 1.55 0.55 2.81 STABLE Staple D reN North American Green ECMDS Version 4.3 - Channel Protection Design, Output Specifications Options Help LISH. IUSEIR I 1111=2 0a05 PIA HY MULIC BE UJU Discharge cfs Peak Flow Period Ixs Velocity (fps] Area (sq.1t) Hydraulic Radi ft Normal Depth ft 15.1 1 0.5 1 1.22 1 12.39 1 0.97 1 A5 LINER RESULTS Rock Riprap (n=0.0841 S = 0.0050 l L Bottom �J 1 3.0 Width = 0.59 ft 3.0 Not to Scale Reach Matting Type StatAty Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Sheai Stress (Psi) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Rock Riprap Unvegetated 2.67 0.61 4.38 STABLE Bin