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Home My WebLink AboutSW6210906_Design Calculations (Swales)_20220324Ditch #1 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — x File Specifications Options Help NGLISH. SER B/2512021 0205PM 1)ischaw ds Peak Flow Period hrs V&aty 9ps] Area (sgft) I Hydraulic Radio R 1 Normal D li b.9 0.1 1 325 I a43 0.41 0.63 Bald Rados t I Length Protection M 5Wer Elevation ➢ O 4.1 0.7 Ln Boom Widthh-2.00 It Not to Scale Reach Matting Type SWAy Analysis Vegetation Characteristics Permissible Phase Class Type Density Shear Stress fast] Calculated Shear Stress lasll Safety Facto Rernafks Staple Pattern Straight S150 Unvegetated 1.75 1.68 1.04 STABLE Staple D Bend 5150 1 Unvegh"erd 1.75 1 1.68 1 1.04 STABLE Slaple Q Ditch #2 61 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help NGLISH. USER B/26/2021 E2 17 PM ■ItH Oncharghe I Peak Flow cfs Period hhs Velocity (fps) Area (sq.It) Hydraulic Radu R Normal D h R R.4 1 0.1 1.15 3.84 0.52 1 0.85 ��iil �;L•��-Yiltl�y Unreic4(xced VegetaSw Irr-0.1 S = Q0170 1 Bottom 1 Width = 2.00 lit Not to Scale Reach Matting Type Staple Pattern Stability Analysis Vegetation Characteristics Pern""e Shear Stress [psF) Calculated Shear Stress (psfl Safety Factot Remarks Phase Class Type Density 175-35% Slraighl Unreinforced Vegetation C I Bunch 4.20 0.90 4.68 STABLE j Sal Sand 0.020 0.011 1.86 STABLE Ditch #3 allorth American Green ECMDS Version 4.3 - ChanreI protection Design, Output Form File Specifications Options Help !ENGLISH. USER P20021 0Y22PM HYDRAULIC RESULTS Discharge Peak Flow V0106ity lfpa) Area (sq.h) Hyd&Ac Normal cfsJ Period hrs Rallu'0111 DeUth fft 4.4 1 0.1 1 360 1 1.22 0 27 0.39 UNER RESULTS SC15MN In•0.0501 S .O.M 1 lth W°01.00a1 3ll1 Not to Scale Reach Malting Type Staple Patlern S tatAty Analysis Vegetation Characteristics Peurrissilble Shear Sless flod Calculated Shear Stress (PSI) Safety Factor Remarks Phase Class I Type Density Straight SC15CEN Ilnvegelated 2.10 1.98 1.06 STABLE Staple D Ditch #4 Narth American Green ECMDS Version 4.3 - Channe€ Protection Design, Output Form File Specifications Options Help :NGiiSH. ILISER 26/2021 33 PM Discharge cfs Peak Flow Period hrs Velocity Ilps) Area Isq ft) Hydraulic R R Normal D t 4.2 0.1 2.56 1.94 0.33 0.a9 [RUIMM611 S75 S = o.Daoo 1 Wid't t TOOft 30 1 Not to Scale Reach Matling Type StabityAnalysis Vegetation Characteristics Permissible Shear Suess [PSI) Calculated Sheat Stress Ipsl SaletyFactor Remarks Staple Pattern Phase Class Type Dens'ty Straight S75 Umvegetaled 1.55 1,19 1.30 STABLE Staple D Ditch #5 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. PUSER I 2/23/2022 0843AM HYDRAULIC RESULTS Discharge cis Peak Flow Period hrs VelocRy (Fps] Area (sq.R) Hydraulic Radius ft Normal 0 h flit 7.6 1 0.1 1 4.84 1 1.57 0 32 0.d6 LINER RESULTS Unreinforced Ste/ 1 -:n vriBo�200It' 1 Rh Not to Scale Reach Matting We StabiityAnalpsis Vegetation Charaderistics Perrrissible Shear Stress Ipsf! Calctdated Shear Sttess 1pso Safety Factor Remarks Staple Pattern Phase [lass Type Density Straight Unreiriorced Vegetation D Butch 150.75% 3.33 225 1.48 STABLE Sal Sand 0.020 0.244 0.08 UNSTABLE North American Green ECIVDS Version 4.3 - Channel Protection Design, Output Forns File Specifications Options Help ENGLISH. SER 2/Z31== 08:43AM I m IN al :. *111111110 Discharge cfs Peak Flow Period hrs eloatg [fps) Atea lsq.It] Hy,&au . Rados ft Normal Depth(it) 7.S 0.1 5.83 t 1.29 0.28 0.40 LINER RESULTS Unenforced S - 0.1350 1 1 Bott�n 1 Width - 2.00 ft Not to State Reach Matting Type Slabby Analysis Vegetation Charactesistics Petmis iW Shear Stress (psf) CakuWed Shear SUess [psf) Sa*y Facta Remarks Staple Pattern Phase Class Type Density Straight Urreinforced Vegetation D Bunch 50.75p 3.33 3.33 0.9B UNSTABLE Soil Sand 0.020 G367 0.05 UNSTABLE 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. USER 2l2312022 0844AM Discharge cts Peak Flow Velocity(Fps) Period Ns Area [sq.ftj I dydraulic Radus ft Normal D h t 7A 0.1 1 4.12 1 1.84 1 0.35 0.52 11w, MI i IMAIl� Unreinforced Vegetation [n=0.040] L— Bottom 30 3-0 Width - 2-00 f: Not to Scale Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (PSI) CaWlated Shear Slress IpsA Safety Factor Remarks Staple Pattern Phase Class Type Density Straight Unreintorced Vegetation I D Bunch 50-75% 3.33 1.52 2-n STABLE Sod Sand 0-020 0-175 0-11 UNSTABLE North American Green ECMDS Version 4.3 - Channel Protection Design, output Form File Specifications Options Help ENGLISH. QUICK 2l2312022 08:48AM HYDRAULIC RESULTS Discharge Peal: Flow Velacgy [fps] Area (sq.ft) Hydaulic Normal cfs Period hrs Radius ft Depth ft 7-6 1 01 1 5-79 1 1.31 1 0.29 0.41 F550 (n=0.041j 'IS 0-1350 ,L, Bottom 3 0 Width = 2.00 It Not to Scale Reach Malting Type StabilityAnaysis Vegetation Characteristics Permissible Shear S-ress (PO CalGiulated Shear Stress (psf) Safety Factor Remarks Staple Pattern Phase Class Type Density Straight P550 Unvegetated 4.00 3.43 1-17 STABLE Staple E