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HomeMy WebLinkAboutSW6210703_Design Calculations_20210820 (8)1753 —Spell Estates Subdivision Erosion Control Matting Calculations Ditch #1 ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft 1.0 0.2 1 1.96 1 0.51 0.19 0.34 Unreinforced S� 1 � Bottom � 1 3.0 Width = 0.50 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 I Type Density Straight Unreinforced Vegetation D I Bunch 50-75 ¢ 3.33 0.53 6.34 STABLE Soil Sandy Loam 0.035 0.04E 0.73 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. QUICK 512712021 07:0 AAM WOW W HYDRAULIC RESULTS 575fn=0.0551 Discharge cfs Peak Flaw Period hrs Velocity [fps] Area [sq.ft] Hydraulic Radius ft Normal De th ft j1.0 0.2 1 1.55 1 0.65 0.22 1 0.39 L- Bottom 3.0 Width = 0.50 ft 3.0 LINER RESULTS '' Nott09cale - 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 S75 Unvegetated 1.55 0.61 2.56 STABLE Staple D ....:A.. .,:rid. Ditch #2 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 1 512712021 77:17AM 1 IN HYDRAULIC RESULTS .., say - W 8;e Llnreinforced Vegetation (n=0.040) Bottom 1 3.0 Width = 0.50 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 150-75%1 Straight Unreinforced Vetation eg D I Bunch 3.33 0.49 6.85 STABLE Soil Sandy Loam 0.035 0.044 0.79 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm, File Specifications Options Help ENGLISH. Q1U1CK 5 22712 221 07:1 AAM VD. r .J HYDRAULIC RESULTS Discharge I Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft j .5 1 0.1 1 1.52 1 0.99 0.27 0.50 S75 (n=0.055) S = 0.0180 1 L Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale Reach Matting Type S tability Analysis Vegetation Characteristics Permissible She Stress (psfj Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0.56 2.78 STABLE Staple D m.��.3i:.:�-:�����.§:.:�-:�Se���,.§:.:�-:�����:.vwY��:�����:.vwY�:�� �'�:.vi�:�:.rt:..�•.�um.��:..�•.�w� �,.<:..�v.�ce� �,.n:...v,ace� �,.n:...v,avwm� Ditch #3 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help Ditch #4 0 North Ameri€an Green ECMDS Version 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSEIR 512712021 07:30AM I'HYDRAULIC RESULTS }''`' Discharge Peak Flow Velocity [fps) Area [sq.ft] Hydraulic Normal cfs Period hrs Radius ft Depth fk 0.7 1 0.1 1 1.92 1 0.36 0.16 1 0.26 Unreinforced S = 0.0300 1 L Bottom 1 3.0 Width = 0.50 It 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible SheStress [psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern 17D ass Type Density Straight Unreinforced Vegetation I Bunch 50-75i 3.33 0.52 6.46 STABLE Soil Sandy Loam 0.035 0.047 0.74 UNSTABLE North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. QUICK 5127I2021 07:3 AAM I HYDRAULIC RESULTS S75 (n=0.055) L— Bottom 1 3.0 Width = 0.50 It 3.0 Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Shear Stress Shear Stress Staple Pattern Phase Class Type Density IPsf1 IPsf1 Straight S75 Unvegetated 1.55 0.60 2.60 STABLE Staple D a Ditch #5 North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 5I2712021 07:33AM HYDRAULIC RESULTS Discharge I Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal lcfsl Period lhrslRadiusfftl Depth ft 0.8 1 0.1 1 1.25 1 1.44 1 0.33 0.61 Unreinforced S = 0.0050 1 L Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psfl Calculated Shear Stress (Psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 0.19 17.37 STABLE Soil Sandy Loam 0.035 0.017 2.00 STABLE Ditch #6 North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help IENGLISH. (USER HYDRAULIC RESULTS s Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal kh De ft j1.3 0.1 2.25 1 0.58 1 0.21 0.36 151271i Unreinforced Vegetation (n=0.040) S = 0.0300 1 L Bottom 1 3.0 Width = 0.50 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 I Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 0.68 4.89 STABLE Soil Sandy Loam 0.035 0.062 0.56 UNSTABLE 0 North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius fk Normal De th fk 1.3 0.1 1 1.77 1 0.73 0.23 0.42 LINER RESULTS L— Bottom 3.0 Width =0.50ft 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 S75 Unvegetated 1.55 0.78 1.98 STABLE Staple D !�;.:•`.,:rid.;.:•`.,::�id ,i �i: ,:::••_.::�i:.::: ='i?.i •,;:,:rid.i •`.,:rid ,i •`.,::': .i ••..::':?.4 ..:id..::.- Ditch #7 North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS Discharge cfs Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De kh fk 6.7 0.3 1.74 3.85 0.54 1 1.05 i G �' - - Wk k Mao k Ditch #8 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help Unreinforced 5 = 0.0050 Ditch #9 North American Green ECMDSVersion 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 512712021 08:O6AM HYDRAULIC RESULTS Discharge cfs I Peak Flow Period hrs Velocity [fps) Area (sq.ft) I Hydraulic Radius fk ormal DNe kh fk 4.7 0.3 1 1.98 1 2.37 1 0.42 0.81 Unreinforced Vegetation (n=0.040) Reach Matting Type S tability Analysis Vegetation Characteristics Permissible Shear Stress (Psf) Calculated Shear Stress fpsf] Safety Factor Remarks Staple Pattern Phase Class I TypT5O ity Straight Unreinforced Vegetation D Bunc5% 3.33 0.45 7.32 STABLE Soil Sandy Loam 0.035 0.041 0.84 UNSTABLE North American Green ECMDSVersion 4.3 - Channel Protec fon Design, output Form File Specifications Options Help YDRAULIC`RESULTS Discharge Peak Flow Velocity (fps) Area (sq.fk) Hydraulic Normal cfs Period hrs Radius(" De th ft 4.7 1 0.3 1 1.76 2.67 1 0.45 O.B6 L— Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible SheStress (psf] Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated1 11.55 0.48 3.20 STABLE Staple D Ditch #10 LINorth American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS Discharge I Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De 'maft 0.9 1 0.1 1 1.41 1 0.64 0.22 0.39 Unreinforced S� 1 L Bottom J 1 3.0 Width =0.50ft 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 0.26 12.58 STABLE Soil Sand 0.020 0.029 0.70 UNSTABLE North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ft 0.9 1 0.1 1.11 1 0.81 0.25 0.44 �;LINtFf Fit5VL15 Bottom 1 3.0 Width = 0.50 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 I Type Density Straight S75 Unvegetated 1.55 0.30 5.10 STABLE Staple D Ditch #11 North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 572712021 0823AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ff De fh ft 0.4 0.1 1 1.06 1 0.38 0.17 0.28 Unreinforced S� 1 L Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks SheStress [psf) Shear Stress (psf) Staple Pattern Phase Class Type Density Slrainhl IInrainfnrrari Venefafinn F) I Runnh 9fl-79/ 333 f11R 211:1 STARIF Ditch #12 ■ North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 51271 0021 08:31 AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft 1.3 0.2 1.55 1 0.84 1 0.25 0.45 U nreinforced Vegetation (n=0.040) S = 0.0110 1 L Bottom 1 3.0 Width = 0.50 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 I Type Density Straight Unreinforced Vegetation D I Bunch 50-75i 3.33 0.31 10.72 STABLE Soil Sand 0.020 0.034 0.55 UNSTABLE North American Green ECMD5Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IQUICK 512712021 0832—AM # HYDRAULIC RESULTS Ditch #13 0 North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help. ENGLISH. JUSER HYDRAULIC RESULTS Discharge I Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft V1 0.2 1 1.30 1 1.62 0.35 0.66 12021 108:34 AM Unreinforced S = 0.0050 1 L Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [Psfl Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 0.20 16.29 STABLE Soil Sand 0.020 0.022 0.90 UNSTABLE North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IQUICK I 512712021 0834—AM HYDRAULIC RESULTSy. Discharge Peak Flow Velocity (fps] Area [sq.ff) Hydraulic Normal cfs Period hrs Radius ft Depth ft �.1 0.2 1.10 1.91 0.30 0.72 �li .'� }�:i��li LINER RESULTS Reach Matting Type Stability Analysis Vegetation Characteristics Permissible SheStress [psf) Calculated Shear Stress [psfj Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0.22 6.91 STABLE Staple D Ditch #14 ® North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 51271 0021 HYDRAULIC RESULTS U nreinforced S = 0.0050 1 L Bottom 1 3.0 Width = 0.50 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 0.37 8.89 STABLE Soil Sandy Loam 0.035 0.034 1.02 STABLE Ditch #15 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft 2.5 1 0.3 1 1.45 1 1.72 1 0.36 0.69 12021 108:49 AM ) Unreinforced Vegetation fn=0.0401 L— Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale Reach Matting Type S tability Analysis Vegetation Characteristics Permissible Shear Stress (P$f] Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density 150-75%1 Straight Unreinforced Vegetation D I Bunch 3.33 0.25 13.11 STABLE Soil Sandy Loam 0.035 0.023 1.51 STABLE Ditch #16 RNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. j�" USER 5227/2021 �� x W-44 HYDRAULIC RESULTS Discharge I Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radiuslftl I Depth Iftl Unreinforced Vegetation (n=0.040) North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help. ENGLISH. QUICK 57271201 F08:55AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ff 1.1 0.3 1 1.21 1 0.91 1 0.26 0.47 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 575 Unvegetated 1.55 0.35 4.37 STABLE Staple D Ditch #17 allorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER Discharge cfs I Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius(ftj Normal Depth ft 0.4 1 0.2 1 1.52 1 0.92 1 0.26 0.48 LINER RESULTS 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 0.30 11.19 STABLE Soil Sand 0.020 0.032 0.62 UNSTABLE North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IQUICK 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 S75 Unvegetated 1.55 0.34 4.58 STABLE Staple D Ditch #18 © North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Normal Radius ft De th ff 2.3 0.3 1 1.77 1.30 0.31 0.58 LINER RESULTS Reach Matting Type S tability Analysis Vegetation Characteristics Permissible Shear Stress (psf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0.69 2.25 STABLE Staple D Ditch #19 ■ Korth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSER 512712021 09:0 AAM HYDRAULIC RESULTS ;f Unreinforced Vegetation fn=0.0401 Discharge cfs Peak Flow Period hrs Velocity (fps] Area (sq.ft) Hydraulic Radius ft Normal De kh fk 1.0 1 0.1 1.77 1 0.56 0.20 0.36 5 = 0.0190 1 � Bottom � 1 3.0 Width = 0.50 ft 3.0 Not to Scale North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IQUICK 512712021 0910—Am HYDRAULIC RESULTS :::: ::•. :::: Discharge Peak Flow Velocity (fps) Area [sq. ft] Hydraulic Normal cfs Period hrs Radius ft Depth ft 1.0 0.1 1.40 0.71 0.23 0.41 Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress [psf) Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 Staple D Ditch #20 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSER I227 02021 103 AAMI HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft 5.7 1 0.1 1 2.16 1 2.63 0.44 0.86 Unreinforced Vegetation (n=0.040) r S = 0.0100 1 L Bottom 1 3.0 Width = 0.50 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 I TypeF07'5t%' Straight Unreinforced Vegetation D Bunc 3.33 0.53 6.22 STABLE Soil Sandy Loam 0.035 0.049 0.72 UNSTABLE North American Green ECMDSVersion 4.3 -Channel Protection Design, Output Form File Specifications Options Help NGLISH. IQUICK 512712021 10:3 AAM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps)) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft 5.7 1 0.1 1 1.96 2.91 1 0.47 0.91 L— Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible SheStress (psf] Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated1 11.55 0.57 2.74 STABLE Staple D Ditch #21 allorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help Discharge cfs I Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De th ft j7.9 0.2 1.76 0.51 0.19 0.34 LINER RESUL I S Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf] Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase I Class Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 0.42 7.90 STABLE Soil Sandy Loam 0.035 0.038 0.91 UNSTABLE North American Green ECMDSVersion 4.3 -Channel Protection Design, Output Form File Specifications Options Help E}NGLISH. k { QUICK I 51271 0021 1-6_AM �%�:,`'. -` �k�,. :: �� •��: .LY ,' : §y: �_+`'' _; .li_,- ..+i. _, Lt ,.. :,`'. _` �L�l-_` �LYI-_` �LY� _' LY'.:+`�. ' HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De th ft 0.9 0.2 1.39 0.65 0. 22 0.39 L— Bottom 1 3.0 Width = 0.50 fk 3.0 Not to Scale Reach Matting Type S tability Analysis Vegetation Characteristics Permissible SheStress [psf) Calculated Shear Stress [psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegekated 1.55 0.49 3.19 STABLE Staple D Ditch #22 ENorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity [fps] Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De kh fk 1.2 1 0.1 1 2.06 1 0.58 0.21 0.37 Unreinforced Vegetation (n=0.040) S = 0.0250 1 L Bottom 1 3.0 Width = 0.50 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 0.57 5.84 STABLE Soil Sandy Loam 0.035 0.052 0.67 UNSTABLE North American Green ECMDSVersion 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IQUICK I 512-7 2021 10:57AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De th ft 1.2 0.1 1.62 0.74 0. 23 0.42 L— Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale Reach Matting Type S tability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0.66 2.37 STABLE Staple D Ditch #23 ® North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help HYDRAULIC RESULTS :'L Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Normal Radius ft Depth ft 0.8 0.3 1 1.86 0.43 1 0.18 1 0.30 Unreinforced Vegetation (n=0.040) S = 0.0250 1 L Bottom 1 3.0 Width = 0.50 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 0.48 7.00 STABLE Soil Sandy Loam 0.035 0.043 0.81 UNSTABLE 12021 111:07AM Unreinforced Vegetation fn=0.0401 North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. QUICK 512712 2-1 HYDRAULIC RESULTS Discharge cfs Discharge cfs Peak Flow Period hrs Velocity [fps] Area (sq.ft) Hydraulic Radius ft Normal Depth ft 0.8 0.3 1.46 1 0.55 1 0.20 0.35 LINER RESULTS 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 S75 Unvegetated 1.55 0.55 2.83 STABLE Staple D Ditch #24 J1North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. HYDRAULIC RESULTS .. Discharge cfs I Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De th ft 9.2 1 0.5 1 1.20 1 7.68 0.76 1 1.52 Reach Matting Type S tability Analysis Vegetation Characteristics Permissible SheStress (psf] Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern [7D ass Type Density Straight Unreinforced Vegetation I Bunch 50-75% 3.33 0.14 23.43 STABLE Soil Sandy Loam 0.035 0.013 2.70 STABLE Ditch #25 allorth American Green ECMI?SVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help LISH. Discharge cfs Peak Flow Period hrs Velocity (fps) Area(sq.ft)f Hydraulicf Radius ff Normalf Depth ft 0.8 0.3 1.86 0.43 1 0.18 0.30 ALL .. 1512712021 111:13 AM I I North Ameri€an Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help } HYDRAULIC RESULTS. U nreinforced S = 0.0250 L— Bottom 3.0 Width = 0.50 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible SheStress Calculated Shear Stress Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S75 Unvegetated 1.55 0.55 2.83 STABLE Staple D Ditch #26 LINorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help NGLISH. IUSER 512712021 HYDRAULIC RESULTS Discharge I Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De th ft 0.6 1 0.1 1 2.23 1 0.27 1 0.14 0.23 f Unreinforced Vegetation (n=0.040) S = 0.0500 1 L Bottom 1 3.0 Width = 0.50 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 irn-7E%j Straight Unreinforced Vegetation D I Bunch 3.33 0.71 4.69 STABLE Soil Sandy Loam 0.035 0.065 0.54 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IQUICK I 512712021 11:19AM HYDRAULIC RESULTS :A S75fn=0.0551 Discharge cfs Peak Flow Period hrs Velocity (fpsj Area (sq.ft) Hydraulic Radius ft Normal Depth ft 0.6 0.1 1 1.76 1 0.34 0.16 0.26 Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale F. Matting type vegetation Lnaracteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern Phase I Class I Type Density Shear Stress Shear Stress (Psf) (Psf) Straight S75 Unvegetated 1.55 0.82 1.88 STABLE 3 Staple D Ditch #27 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form ENGLISH. iv� HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity [fps] Area (sq.ft) Hydraulic Radius ft Normal De th ft 0.5 0.2 1 1.93 1 0.78 0.24 0.43 LINER RESULTS Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psf) Calculated Shear Stress (Psf] Safety Factor Remarks Staple Pattern Phase Class Type ensity [A-75/-i Straight Unreinforced Vegetation D Bunch 3.33 0.49 6.85 STABLE Soil Sandy Loam 0.035 0.044 0.79 UNSTABLE Ax North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. QUICK 5127l2021 11:23AMF— HYDRAULIC RESULTS Discharge cfs I Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ff Normal De th ft 1.5 0.2 1 1.52 1 0.99 0.27 0.50 LINLK IHLZiULI 5 L— Bottom 1 3.0 Width = 0.50 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 I Type Density Straight S75 Unvegetated 1.55 0.56 2.78 STABLE Staple D Ditch #28 allorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help 0 North American Green ECMDSVersi on 4.3- Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IQUICK HYDRAULIC RESULTS Discharge Peak Flow Velocity [fps] Area(sq.ft) I I Hydraulic orrnal Normal (cfsl 1 Period [hrs] Radius t) D E h (ft] 0 .5 ' 1 0.2 1 1.72 1 0.87 1 0.25 0.46 /2021 111:26AM L-- Bottom 1 3.0 Width = 0.50 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible She Shear Stress (psf) Calculated Shear Stress (pst) Safety Factor Remarks Staple Pattern Phase Class I Type IDensity Straight S75 Unvegetated 1.55 0.72 2.15 STABLE Staple D ASER I �'N