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HomeMy WebLinkAboutSW6230501_Swale Calculations_20230705 1924—ILA'S WAY SUBDIVISION EC Matting Calculations Ditch#1 0 North American Green ECMDS Version 4,3- Channel Protection Design, Output Form File Specifications Options Help (ENGLISH. !USER i 11 .122 03:04 PM! HYDRAULIC RESULTS I_Irireirito rced'Veietatiu ri I i=l_L1.141_1.1 Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal (cfs) Period(hrs), Radius(ft) Depth(ft) 17.1 0.2 2.45 2.90 0.47 0.90 i' \ S =0.0120�'•" N . 1 I ' /E ittorn 11 3.0 Width=i1.51_1ft 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) (psi) Straight Unreinforced Vegetation D Bunch 50-75% 3.33 0.68 4.92 STABLE ' Soil Sandy Loam 0.035 0.062 0.57 UNSTABLE III North American Green ECMDS Version 4.3-Channel Protection Design,Output Form File Specifications Options Help ENGLISH. (USER I 1 .122 03:10PMI HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal `-'75 lr1=i I.i 145.1 (cfs) Period(hrs), . Radius(ft) Depth(ft) 17.1 0.2 2.25 3.16 0.49 0.95 \ S=0.0120/ \ I ''.. 1I Bottorn I1 3.0 ....4.idth=0.50ft 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) (psi) Straight ▪ S75 Unvegetated 1.55 0.71 2.19 STABLE ▪ Staple D Ditch#2 0 North American Green ECMDS Version 4.3- Channel Protection Design, Output Form File Specifications Options Help IENGLISH. (USER I 9/22/2022 03:14PMI HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal UnreinfarcedVegetation fn=0.040] (cfs) Period(hrs) Radius(ft) , Depth(ft) [1.8 - 0.1 1.89 0.95 0.27 0.49 S =0.0150 1 L Bottom _I 1 3.0 •�.;�..idth=L.5lu 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 (psf) (psf) Straight Unreinforced Vegetation D Bunch 50-75% 3.33 .1 0.46 7.31 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 ENGLISH. IUSER I 9/22/2022 03:14PMI HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal 75 I.n=i i.i 154:1 (cis) Period(hrs) - Radius(ft) Depth(ft) 1.8 0.1 1.51 1.19 0.30 0.55 S=0.0150 1 L Bottom 1 3.0 Width=0.50 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 (psf) (psf) Straight S75 Unvegetated 1.55 0.53 3.00 STABLE Staple D Ditch#3 LINorth American Green ECMDS Version 43 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. FUSER I 9122l2022 03:16 PM I HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal Unreinforced Vegetation(n=0.040) (cfs) Period(hrs) . Radius(ft) Depth(ft) 30.8 0.2 2.10 14.66 1.05 2.13 \ S =0.0030/ \.: . ./ 1I Bottom _I 1 __ I1 3.0 Width=0.50 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 (psf) (psf) Straight Unreinforced Vegetation D Bunch.50-75% 3.33 0.40 8.36 STABLE Soil Sandy Loam 0.035 0.036 0.96 UNSTABLE 111 North American Green ECMDS Version 4.3- Channel Protection Design,. Output Form File Specifications Options Help ENGLISH. IUSER I 19/22/2022 03:17 PM I HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.it) Hydraulic Normal `= 5 In=0.0261 (cfs) Period(hrs) _ Radius(ft) . Depth(ft) 30.8 0.2 2.93 10.52 0.89 1.79 /f e •••••...., 5 =1_1111_1:::1_1 ,/ \ • • • 1 L Bottom 11 3.0 ,,'idtl-,=i0.51 i ___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 (psf) (psf) Straight S75 Unvegetated 1.55 0.34 4.62 STABLE Staple D Ditch#4 El4orth American Green ECMDS Version 4.3- Channel Protection Design, Output Form File Specifications Options Help 'ENGLISH. IUSER I 9122I2022 03:20 PM 1 HYDRAULIC RESULTS Discharge 'Peak Flow `Velocity(fps) Area(sq.ft) Hydraulic Normal Unreinforced Vegetation(n=0.040) (cfs) Period(hrs) Radius(ft) , Depth(ft) 24.7 0.2 3.64 6.79 0.71 1.42 S =0.0150 1 L Bottom _I 1 3.0 Width=0.50 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) (psi) Straight Unreinforced : Vegetation D Bunch 50-75% 3.33 1.33 2.50 STABLE Soil Sandy Loam 0.035 0.122 0.29 UNSTABLE II North American Green ECMDS Version 4.3-Channel Protection Design,Output Form File Specifications Options Help 'ENGLISH. (USER I 9I22l2022 r.C1 PM I HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal S75(n=0.036) (cfs) Period(hrs) Radius(ft) Depth(ft) 24.7 0.2 3.97 6.22 0.68 1.36 S=0.0150 1 L Bottom _1 1 3.0 Width=0.50 ft 3.0 LINER RESULTS Not to Scale Matting Type Vegetation Characteristics Reach Stability Analysis Permissible Calculated Safety Factor Remarks Staple Pattern 1 Phase Class Type Density Shear Stress Shear Stress (psi) (psi) Straight S75 Unvegetated 1.55 1.27 1.22 STABLE Staple D Ditch#5 0 North American Green ECMDS Version 4.3-Channel Protection Design; Output Form File Specifications Options Help 'ENGLISH. (USER I 9I22I2022 03:22 PM I HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal Unreinforced'leaetaticn I.r=i LI i4iij (cfs) .Period(hrs), Radius(ft) . Depth(ft) 0.9 0.1 2.05 0.44 0.18 0.31 S =0.0300 1 L Buttnm J 1 3.0 '•:'..idth=1i.50ft 3.0 LINER RESULTS Not to Scale r 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 Unreinforced Vegetation D Bunch50-75% 3.33 0.58 5.77 STABLE Soil Sandy Loam 0.035 0.053 0.66 UNSTABLE II North American Green ECMDS Version 4.3-Channel Protection Design, Output Form File Specifications Options Help IENGLISH. (USER I 9122l2022 ICHDIvIl HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal -75 I.r=0.i i55) (cfs) Period(hrs) . Radius(ft) Depth(ft) 0.9 0.1 1.61 0.56 0.20 0.36 \ S=0.0300 i 1I ' I1 Bottom 3.0 Width=0.50 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) (psi) • Straight S75 Unvegetated 1.55 0.67 2.33 STABLE Staple D i Ditch#6 • North American Green ECMDS Version 4.3-Channel Protection Design,Output Form File Specifications Options Help (ENGLISH. IUSER I 1322 03:26 PM HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.it) Hydraulic Normal Unreinforced Vegetation(n=0.040) _ (cfs) -Period(hrs) Radius(ft) _ Depth(ft) 3.4 0.1 1.47 2.32 0.42 0.80 I S=0.0050 1 L Bottom _1 1 3.0 Width=0.50 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) (psi) Straight Unreinforced Vegetation D Bunch 50-75%. 3.33 0.25 13.35 STABLE Soil Sandy Loam 0.035 0.023 1.54 STABLE Ditch#7 0 North American Green ECMDS Version 4.3-Channel Protection Design,Output Form File Specifications Options Help IENGLISH. IUSER I I322 icppyi 1 HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal Unreinforced Vegetation(n=0.040) (cis) Period(hrs) - . Radius(ft) , Depth(ft) 2.2 0.1 2.57 0.86 0.25 0.46 S =0.0300 1 L Bottom _I 1 3.0 Width=0.50 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) (psi) Straight Unreinforced Vegetation D Bunch�50-75% 3.33 0.86 3.89 STABLE Soil Sandy Loam 0.035 0.078 0.45 UNSTABLE IIINorth American Green ECMDS Version 4.3- Channel Protection Design; Output Form File Specifications Options Help (ENGLISH. FUSER I 9I22l2022 03:27 PM I HYDRAULIC RESULTS Discharge Peak Flow Velocity I.fp:.:) Area I.-:q.ft.l Hydraulic Normal S75 I.r=i i.i 154:1 (cfs) Period(hrs) Radius(ft) . Depth(ft) �2.2 0.1 2.04 1.08 0.28 0.52 r . \ 5=0.0300/ \: . 1I ' /Bottom I1 3.0 Width=0.50 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) (psi) Straight S75 Unvegetated 1.55 0.98 1.59 STABLE Staple D Ditch#8 0 North American Green ECfv1DS Version 4.3- Channel Protection Design, Output Form File Specifications Options Help ENGLISH. 'USER ! 9J27I2022 ICG211D1v1 V HYDRAULIC RESULTS I I rtteintnrced V .getatiuri Iri=I I.I I4I I l Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal (cfs) Period(hrs) Radius(ft) . Depth(ft) 3.1 1 0.2 1.99 1.56 0.34 0.64 \ S=0.0120\ / \ i ' ... 1 1 Eittim 3.0 '•, idth=0.50 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 Unreinforced Vegetation D Bunch 50.75% 3.33 0.48 6.92 STABLE Soil Sandy Loam 0.035 0.044 0.80 UNSTABLE III North American Green ECMDS Version 4.3-Channel Protection Design,Output Form File Specifications Options Help IENGLISH. (USER I 1322 03:20 PM HYDRAULIC RESULTS Discharge Peak Flow Velocity(fps) Area(sq.ft) Hydraulic Normal S75(n=0.050) (cfs) Period(hrs). Radius(ft) . Depth(ft) I 13.1 0.2 1.67 1.85 0.37 0.71 S=0.0120 1 L Bottom _1 1 3.0 Width=0.50 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) (psi) Straight S75 Unvegetated 1.55 0.53 2.93 STABLE Staple D