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Home My WebLink AboutSW6190701_Calcs_(Matting)_201911061360 —The Farms Subdivision EC Matting Calculations Ditch #2 0 North American Green ECMDSVersi on 4.3 - Channel Protection Design, Output Form El x File Specifications Options Help JENGLISH. IUSER I F10_/28/2019 F08-19—AMI HYDRAULIC RESULTS Discharge Peak Flow Velocity (sq. ft) Hydraulic Normal U nreinforced Vegetation (n-0. 060) (of*) Period (hrs Radius ft Deptht, 4.0 0.5 1.13 3.55 0.52 1.09 S 0.0050 Bottom 3.0 Width = 0.00 ft __J 3.0 Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks ear Stress Shear Stress V Staple Pattern Phase Class Type IDensity P,,, (pso Straight Unreinforced Vegetation D I Bur 3 0.34 9.81 STABLE Soil Sandy Loam 0.035 0.014 2.54 STABLE Ditch #5 0 North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form 11 x File Specifications Options Help JENGLISH. JUSER I F1O—/28?2019 08-21 TAMI H UL RESU Unreinforced Vegetation (n=.0.060) D�.'.�?',ge Peak Flow, Velocity (fps)l Area (sq. ft) Hydraulic NorTnal,, Period [hrs P Radius tj h 't S 0.0050 6 0.5 0.90 1.79 .37 0.77 Y Bottom —1 3.0 Width 0.00 ft 3.0 Not to Scale LINER RESULTS Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks ear Stress Shear Stress Staple Pattern Phase Class Type Density I (psf) (psf) Straight Unreinforced Vegetation D I Bunch 150-75% 3.33 0.24 13.84 STABLE Soil Sandy Loam 0.035 0.010 3.59 STABLE cfs De Ditch #7 END North American Green ECMDSVersion 4.3 -Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 1012812019 0822AM HYDRAULIC RESULTS Unreinforced Vegetation (n= S = 0.0800 Bottom 100.0 Width = 1.00 ft 100.0 LINER RESULTS Not to Scale Discharge cfs Peak Flow Period hrs Velocity (fps] Area [sq.ft] Hydraulic Radius ft Normal Reach Hafting 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 50-75% 3.33 1.89 1.76 STABLE Soil Sandy Loam 0.035 0.034 1.03 STABLE Ditch #8 North American Green ECMDS Version 4,3 -Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 10i2812019 0823AM HYDRAULIC RESULTS Unreinforced Vegetation (n=0.060) 8.0 Width = 0.00 ft 8.0 LINER RESULTS Not to Scale Discharge cfs Peak Flow Period hrs Velocity (fps) Area [sq.ft) Hydraulic Radius ff Normal De fh ff �a.2 0.5 0.97 2.27 0.41 0.87 Reach Hafting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress Ipsf] Calculated Shear Stress [psf] Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreinforced Vegetation D Bunch 50-75% 3.33 0.27 12.28 STABLE Sail Sandy Loam 0.085 0.011 3.18 STABLE Ditch #9 North American Green ECMDSVersion 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 1012812019 0-4_AM I 05. y, .- HYDRAULIC RESULTS c;.,` Unreinforced Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ff De fh IN 0.8 0.5 1 0.75 1 1.06 0.28 0.59 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 I Type Density Straight Unreinforced Vegetation D I Bunch 50-75% 3.33 0.19 17.95 STABLE Soil Sandy Loam 0.035 0.008 4.65 STABLE Ditch #11 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 10i2812019 08:25_AM � HYDRAULIC RESULTS Unreinforced Discharge Peak Flow Velocity (fps) Area (sq. Hydraulic Normal cfs Period hrs Radius ff Depth ff j1.7 0.5 1 0.91 1 1.87 1 0.37 0.79 ❑ x - ❑ x 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 I Type Density Straight Unreinforced Vegetation D I Bunch 50-75 e 3.33 0.25 13.53 STABLE Soil Sandy Loam 0.035 0.010 3.51 STABLE Ditch #12 END North American Green ECMDSVersion 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 1012812019 0-6_AM I 05. y, .- HYDRAULIC RESULTS c;.,! c;.,` U nreinf orced Discharge Peak Flow Velocity (fps) Area (sq.ft) Hydraulic Normal cfs Period hrs Radius ff De fh ft j10.6 0.5 1 1.28 1 8.27 0.14 0.28 S = 0.0800 1 L Bottom 1 100.0 Width = 1.00 ft 100.0 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 1.41 2.36 STABLE Sail Sandy Loam 0.035 0.025 1.38 STABLE ❑ x