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HomeMy WebLinkAboutSW6200104_SWALE CALCS_2/4/2020SWALE #1 ■ North American Green ECMDSVersion 43 - Channel Protection Design, Output Form — ❑ X File Specifications 6otions Helo HYDRAULIC RESULTS Rock Hiprap (o=0.100) S = 0.0400 1 L Bottom 1 4.0 Width =14.00 ft 4.0 Not to Scale Reach Matting Type S lability Analysis Vegetation Characteristics Permissihle Shea[psr Stress fl Calculated Shear Sftress [psl Safety Factor Remarks Staple Pattern Phase I Class I Type Density Straight Rock Riprap nvegetated 6.67 1.53 4.35 STABLE 20in SWALE#2 North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. IUSER 912612019 0436AM HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity [fps] Area (sq.ft) Hydraulic Radius ft Normal Depth ft j31.5 0.1 1.96 16.09 0.06 1.06 Rock Riprap fn=0.1 5=0.0212 1 L Bottom 1 3.0 Width = 12.00 ft 3.0 Not to Scale Matting Type Vegetation Characteristics Reach Ska6ilikyAnalysis Permissible Calculated Safety Factor Remarks Shear Stress Shear Stress Staple Pattern Phase Class Type Density (psf) (psf) Straight Rock Riprap Unvegetated 6.67 1.40 4.75 STABLE 20in > 5�5. ..• .YtS SAS. .YtS 5�5. .YtS . STOCK MARKET 0+00-2+OORT North American Green ECIVIDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal De th(ft) �.6 0.1 1 6.22 1 0.94 1 0.26 1 0.55 C125 (n=O.022) 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 C125 Unvegetated 2.25 1.71 1.32 STABLE Staple D BUNKER 0+00-2+24RT ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 9124/2119 08:58AMI HYDRAULIC RESULTS Unreinforced Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth ft 0.8 0.1 1 1 1.08 1 0.74 1 0.24 0.50 LINER RESULTS — ❑ X IF 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 I Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 1.55 2.15 STABLE Soil Sandy Loam 0.035 0.017 2.12 STABLE BUNKER 0+00-2+24LT North American Green ECMDSVersion 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 Depth fk 1.5 0.1 1 1.53 1 0.98 1 0.27 1 0.57 L Unreinforced Vegetation (n-0.091 ) 5 = 0.0500 1 L Bottom 1 3.0 Width = 0.00 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 Unreinforced Vegetation D I Bunch 50-757 3.33 1.78 1.87 STABLE Soil Sandy Loam 0.035 0.031 1.12 STABLE STOCK MARKET 2+70-5+21RT ■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help :;.��.,: •, :;.fie,. HYDRAULIC RESULTS ,_,1 Ili . 11 —ai Discharge Peak Flow Velocity [fps] Area (sq.ft] Hydraulic Normal cfs Period hrs Radius ft Depth ftl 0.8 0.1 1 6.45 1 0.28 0.14 0.30 C125BN (n-0.022) S = 0.1200 1 L Bottom 1 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 I Class I Type Density Straight C125BN Unvegetated 2.35 2.28 1.03 STABLE Staple D ❑ X — ❑ X STOCK MARKET 0+50-5+21LT North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ft De fh ft j3.4 0.1 1 7.52 1 0.45 0.1 B 0.31 C125BN 1 L ` ✓ 1 Bottom 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 C125BN Unvegetated 2.35 2.35 1.00 STABLE Staple D STOCK MARKET 5+21-9+OORT North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x File Specifications Options Help ENGLISH. USER 91241 0019 0939—AM HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrsI I Radius(fL De th ft �.2 0.1 3.42 1.81 0.37 0.78 LINER RESULTS SC150 (n=0.044) 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 I Type Density Straight SC150 Unvegetated 2.00 1.89 1.06 STABLE Staple D Mi STOCK MARKET 9+00-12+50RT Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ff Normal De th ff 1 j11 t' 0.1 7.01 1 1.63 1 0.35 0.74 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 C125 Unvegetated 2.25 1.79 1.26 STABLE Staple D STOCK MARKET 12+50-16+OORT ■ North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq. Hydraulic Normal cfs Period hrs Radius ff Depth ff 18.9 0.1 5.24 1 3.60 0.52 1.10 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 SC250 Vegetation 2 D I Bunch 50-75% 7.00 3.83 1.83 STABLE Staple E Soil Sandy Loam 2.500 0.991 2.52 STABLE STOCK MARKET 5+21-10+OOLT North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 912412019 HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fpsj Area (sq. Hydraulic Radius ff Normal Depth ff j1.8 0.1 2.44 1 0.74 0.24 0.50 LINER RESULTS - ❑ x L- Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (Psfj Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight S150 Unvegetated 1.75 1.73 1.01 STABLE Staple D STOCK MARKET 10+00-13+OOLT ■ North American Green ECMDSVersion 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 ff Depth of rf 0 0.1 1 3.05 0.98 1 0.27 1 0.57 1 L 3.0 S C150 Bottom Width = 0.00 ft - ❑ x 1 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 SC150 Unvegetated 2.00 2.00 1.00 STABLE Staple D STOCK MARKET 14+50-16+OOLT North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 912412019 HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fpsj Area (sq. Hydraulic Radius ff Normal Depth ff p.6 0.1 1.37 1 0.44 0.18 0.38 LINER RESULTS - ❑ x L- Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psfj Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight 5150 Unvegetated 1.75 0.60 2.94 STABLE Staple D JUMPMASTER 0+30-2+40RT ■ 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 ff Depth ff r0.8 0.1 1.08 1 0.74 1 0.24 1 0.50 - ❑ x Unreinforced Vegetation In=0.11 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 (psfj Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 1.55 2.15 STABLE Soil Sandy Loam 0.035 0.017 2.12 STABLE JUMPMASTER 0+30-3+40LT North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 912412019 HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fpsj Area (sq. Hydraulic Radius ff Normal Depth ff �.1 0.1 6.06 1 0.84 0.25 0.53 LINER RESULTS - ❑ x L— Bottom 1 3.0 Width = 0.00 ft 3.0 Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psfj Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight C125 Unvegetated 2.25 1.65 1.36 STABLE Staple D STOCK MARKET 20+00-22+20RT ■ 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 ff Depth ff �2.1 0.1 1.19 1.76 1 0.36 1 0.77 - ❑ x Unreinforced 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 (psfj Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 0.96 3.48 STABLE Soil Sandy Loam 0.035 0.017 2.03 STABLE STOCK MARKET 18+00-22+20LT Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ff Normal De th ff 1 j1.8 0.1 1.10 1 1.64 1 0.35 0.74 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 0.92 3.61 STABLE Soil Sandy Loam 0.035 0.015 2.36 STABLE CAPITAL 0+00-3+70RT ■ North American Green ECMD5Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq. Hydraulic Normal cfs Period hrs Radius ff Depth ff 7.5 0.1 3.53 1 2.13 0.40 0.84 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 SC150 Unvegetated 2.00 1.84 1.09 STABLE Staple D CAPITAL 7+00-9+34RT Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ff Normal De th ff 1 �2.7 0.1 1.62 1 1.64 1 0.35 0.74 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 1.38 2.41 STABLE Soil Sandy Loam 0.035 0.032 1.08 STABLE CAPITAL 3+70-7+OORT ■ North American Green ECMD5Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help HYDRAULIC RESULTS Discharge Peak Flow Velocity (fps) Area (sq. Hydraulic Normal cfs Period hrs Radius ff Depth ff �.2 0.1 6.69 1 1.23 0.30 0.64 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 C125 Unvegetated 2.25 1.79 1.25 STABLE Staple D CAPITAL 9+34-13+00 North American Green ECMDSVersion 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 ff Normal De th ff �4.1 0.1 1.46 2.80 0.46 0.97 LINER RESULTS - ❑ x ��..us���us�asn.us�eau�au �1ts°N�eafl4�C �xs�t�u�x�c�xsgteiu7L�3cc�sts°N Llnreinforced Vegetation fn=0.0741 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 (Psf1 Calculated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 0.90 3.68 STABLE Soil Sandy Loam 0.035 0.024 1.45 STABLE CAPITAL 13+00-17+OORT ENorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLI5H. USER 9I2712019 HYDRAULIC RESULTS Discharge cfs Peak Flow Period hrs Velocity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth fff 5 .8 0.1 1 5.91 1 0.98 1 0.27 0.57 LINER RESULTS — ❑ L— Bottom 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 C125 lJnvegekaked 2.25 1.50 1.50 STABLE Staple D CAPITAL 12+50-17+OOLT North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. JUSER 91241 0019 0-7 PM HYDRAULIC RESULTS Discharge Unreinforced Vegetation (n=0.085) cfs Period Radius ff :...W. .4:...W: .P. S = 0.0420 4 Bottom 3.0 Width = 0.00 ft 3.0 LINER RESULTS ::?? Not to Scale -�' Peak Normal Flaw hrs Velocity (fps)Area (sq.ft) Hydraulic De th ff j1.9 0.1 1.59 1.19 0.30 0.63 Reach Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress fpsfl Calculated Shear Stress (psf] Safety Factor Remarks Staple Pattern Phase Class Type Density Straighk Unreinforced Vegetation D Bunch 50-75% 3.33 1.65 2.02 STABLE Soil Sandy Loam 0.035 0.033 1.06 STABLE