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Home My WebLink AboutSW6220902_Design Calculations (Swales)_202211021632 Wood Lake II Phase II ditch calculations: DITCH #1 J1 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSER 22l22/2 1 F1 Pf) Pl.'.' HYDRAULIC RESULTS Discharge I Peak Flow Velocity lips Area(sq.ft] Hydraufc Normal cfs Periodhfs Radius ft De lh fill r.0 1 0.1 1 2-62 1 2.29 1 0.39 1 0.60 - ❑ X S150ln-0 S - OA298 1L 1 orn 3.0 Wickht- 2.00 It 10 LINER RESULTS Not to Scale Matting Type `legetation Characteristics Reach Stability Analysis Permissible Cawated Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Shear Stress (Po] (0) 5kaight S15D Unwegetated 1.75 1.12 1.56 STABLE Staple D DITCH #2 North American Green ECMDS Version 4.3 • Channel Protection Design, Output Form File Specifications Options Help ENGLISH. JUSER 12/22/2021 0108 PM HYDRAULIC RESULTS Discharge ds Peak Flow Pe w hrs Vein* 1!1 Area rsq.ft) Hydraulic Radustftj I normal I D ft 016 0.1 1 2.37 1 7.34 0.76 1 1.33 SC150 S - 0.0060 1 1 • Width T2 00 It' 3.0 LINERRESULTSi Not to Scale j Matting Type Vegetation Charactemlics Reach StabilityAn*sis Pefrrvssble C*A*ed Safety Factor Remarks Staple Pattern Phase Class Type Density Shear Stress Sheaf Stress (PSI) lPstl Straight SC150 Unvegetated 2.00 0.50 4.02 STABLE DITCH #3 i 0 North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH .USER 1 1721221-2021 01 14 PM HYDRAULIC RESULTS Discharge ds Peak Floes PeriodNs) Velocity [fps) Area jsf.ft] Hydraulic RadiiAftj Normal D ft 1 0.8 1 0.1 1 3.00 1 1.27 1 0.28 0.40 SC150 I Imo. - S - 0.05% 1 widk-TT ft, 1 Not to $cafe Reach Mattirg Type Stability Analysis Vegetation Characteristics Permissible Shear Stress 101 CaWated Shear Stress 10) Safety Factor Remarks Staple Pattern Phase Class I Type Density Shaight SC150 Urrvegetated 2.00 1.38 1.45 STABLE Staple D DITCH #4 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSER 12/22/2021 01:1 PPM t!YDRAULIC RESULTS Discharge Peal. Flow Vetoctity [fps) Area (sq.ft) Hydraulic Normal ds Period Frs Radiij4ftj D R 4.9 0.1 1 6.34 1 0.77 1 0.21 0.27 LINER RESULTS C125 S 1 Width -2�00 ft' 1 Not to State Reach Matting Type StabiljtyAnalysis Vegetation Characteristics Permissible Shear Stress (psi) CaWated Shear Stress (Psf) Set*Factor Remarks Staple Pattern Phase Class I Type Density Sbaight C125 Unvegetated 2.25 1.23 1.83 STABLE Staple D 9 DITCH #5 i 0 North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form File Specifications Options Help ENGLISH .USER 1 1721221-2021 01 19 PM HYDRAULIC RESULTS Discharge Ids) Peak Floes PeriodNs) Velocity [fps) Area jsf.ft] Hydraulic R ftj Normal Depth ft �.4 1 0.1 1 2.77 1 1.93 1 0.36 1 RU S - 0.0332 1 widk-TT ft, 1 Not to $cafe Reach Mattirg Type Stability Analysis Vegetation Characteristics Permissible Shear Stress IPsf] fated Shear Stress 10) Safety Factor Remarks Staple Pattern Phase Class Type Density Shaight SC150 Urrvegetated 2.00 1.11 1.80 STABLE Staple D DITCH #6 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help ENGLISH. IUSER 12/22/2021 01:2 PPM t!YDRAULIC RESULTS Discharge Peal. Flow Velodly[fps} AreafN.ft) Hydraulic Normal cfs Period [lysl R fE D R 5.2 0.1 1 5.4B 1 0.95 0.24 0.32 LINER RESULTS P300 S 1 Width -2�00 ft' 1 Not to Scale Reach I Matting Type StabiljtyAnaly4is Vegetation Characteristics Permissible Shear Stress (PSI) C.aWated Shear Stress (Psf) Set*Factor Remarks Staple Pattern Phase Class I Type Den ily Straight P300 Vegetation 3 1 G I Bunch 175,95% 8.00 2.98 2.68 STABLE Staple E Soil Sandy Loam 2.000 1.078 1.85 STABLE DITCH #7 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X File Specifications Options Help ENGLISH. USER 1/6/2022 0634AM Emaillvlalvi}_ Discharge cfs Peak Flow Period s VetocRy [fps] Area [sq.tt) Hydtaulic Radius ft Normal Depth f! P2.5 0.1 7.75 1 2.90 0.45 0.71 LAMER RESULTS LR Bottom Width = 2.00 ft Not to Scale Reach Malting Type StabAyArcatysis Vegetation Characteristics Percnissible Shear Stress (psf) Calculated Shear Stress (psf) Safety Factor Remarks Staple Paitem Phase Class Type Deralty Straight C125 Unvagetated 2.25 1.52 1.48 STABLE Staple D DITCH #8 11 North American Green ECMDS Version 4.3 - Channel protection Design, Output Form — ❑ X File Specifications Options Help ENGUSH. IUSER I 1/6/2022 1K,4 AAM Discharge Peak Flow cis Period s Vekxity (fps) Area (sq.ft) Hydraulic Radius ft Normal Depth(k) 023 0.1 1 4.74 1 2.59 0.42 1 0.65 SC250(n=0.062I L_ Bottom _ 1 3.0 Width = 2.00 It 3.0 NO to Scalc Reach Mattig Type tabilityAnalysis Vegetation Characteristics Permissible Shear Stress [psf) Calculated Shear Stress fps) Safety Fact or Remarks Staple Pattern Phase Class Type Density Straight SE250 Vegetation 3 C I Mix 17585% 10.00 5.03 1-89 STABLE Staple E Sail Sandy Loam 0.800 0.449 1.78 STABLE DITCH #9 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm — ❑ X File Specifications Options Help NGLISK IUSER I 1161P022 0&59AM Discharge cis lPe&Fbw Period Vabcity [[pa Area (sq RJ HydrarA c Radius t Normal D thR }{.7 1 CO 1 2.23 1 2.06 1 107 0.56 L- Bottom 30 3.0 Width = 2.00 R Not to Scale Reach Matting Type latAly Analysis Vegetation Characteristics Perrniuble Shear Stress (pst) CaWated Shear Stress (PSI) Safety Factor Remarks Staple Pattern Phase Class Type Density SI(aght S150 Unvegetated 1.75 a.89 1.97 STABLE Staple D DITCH #10 0 North American Green ECM DSVersion 4.3 - Channel Protection Design, Output Farm File Spec cations Options Help ENGUSH. IUSER I 1/6/2022 07,04Wd HYDRAULIC RESULTS Discharge cis i Peale Flow Period s Veb* (Fps Area (sgit) I Hydrar&e Radru t I Normal D R {5.0 1 0.1 1 200 1 2.49 1 0.41 1 0-U 1L 3.0 5150 Bottom Width = 2.00 ft Nor to Scale — ❑ X Reach Malting Type Staple Pattern tatplity Anaiysis Vegetation Characteristics Permissble Shear Suess [psfl CalcUated Shear Stress fpsil Safety Factor Remarks Phase Class Type Density Straight S150 Unvegetated 1.75 0.63 2.77 STABLE Staple D DITCH #11 0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm — ❑ X File Spec cations Options Help NGLISK IUSER I 11 -) 22 07:10AM Diseharge eFs Peak Flow Period s Vebcity [fps] Area (sq.ft) Hydraulic Radius t Normal Depth JR] J5.8 0.1 1 721 1 0.80 1 011 0.28 Bottom Width t .D0 R Not to Scale Reach Matting Type Staple Pattern StabMyAnalysis Vegetation Characteristics Pmmissible Shear Stress CalWated Sheer Stress SdetyFactor Remarks Phase Class Type Density Straight C125 Unyegetated Z25 1.58 1.42 STABLE Staple D