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HomeMy WebLinkAboutSW6210906_Design Calculations (Swales)_20220624Ditch #1 Ditch #2 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form File Specifications Options Help NGUSH. USER [U2312322 r07 P82 PM M iI Discharge cfs Peak Flaw Period (WI VeloerZy [fps I I Area (sq.ft) Hydraulic I Radius ft Normal D !h f! 11.0 1 0.1 1 3.07 1 3.59 0.50 as, LINER RESULTS Uroeinforced S • Q0170 ' V. h = 00 ft' T Not to Scale Reach Matting Type Stapie Pattern StabikyAnaWs Vegetation Characteristics Permissible Shear Stress (Pd) Calculated Shear Stress IN) Safety Factor Rarrrarks Phase Class Type Density StraigH Uneinforced Vegetation I C I Bunch 75. 4.20 0.86 4.89 STABLE Sod Sandy Loam 0,035 0.065 0.54 UNSTABLE North American Green . Verm 49 - Chemexl Pio6ectian File Spectications Options Help ENGLISN. QUICK 6/23/2022 07:23 PM HYDRAULIC RESULTS 575 [n-0.047JIf 1 S-0.0170 1 LINER RESULTS 4tridho 200 R' Not E to Scala f Discharge efs Peak Flow Period s Velocity Ifps) Area [sq.ft) Hydrauic Radius ft Hamel D t Y1.D O.i 2.74 4.02 [153 0.87 Reach ECIJW Malting Type Stabitilypnefysis Vegetation Characteristics Permissbe Shear Stress [vsfl Calafaled Shear Stress Ivstl Safety Factor Remarks Staple Pattern Phase Class Type Density SUaight S76 Unvegetated 1.55 0.92 1.68 STABLE Staple D Ditch #3 iNorth American Caren: V File Specifications Options Help [ENGUSH. QUICK 6/23/2022 07:30 FMi I HYDRAULIC RESULTS Discharge ds Peak Flow Period hrs Velvcty (Fps) Area [sq.ft] Hydraulic Radius ft Normal D h ft 11.0 0.1 8.40 1.31 0.29 0.41 L— Boliorn 3.0 Width = 2.00 ft 3.0 DINER RESULTS I Not tc Scale Melting Type � Vegetation Characteristics Reach StabrlityAnalysis Permissi5le Calcdated 5afetyFactvr Remarks Staple Pattern Phase Class Type Density Shear Suess Shear 5bess (psf) IPat1 Straight C125 Unvegetaled 225 208 1.08 STABLE Staple 0 Ditch #4 !North American Green ECMDS Version 43 - f File Specdications Options Help NGLISH. USER MY[3RAULIC RESULTS 7:31 PM Unree�orced Vegetation In-Q040) S - 0.0400 1 L Width - TOG It • i Bottom I Not to Scale P IN T Y N Discharge cfs Peak Flow Period hrs Veloaly [fps] Area [sq.R] Hydraukc Rebus t Normal D h ft 5.E 0.1 3.43 i.fi0 0.32 0.47 Reach Matting Type Stab Vegetation Characteristics North American Green ECMDS Version 43 - Channel Protection Design, Output Form - _r Frle Specifications-Optionz Help ENGLISH. QUICK 6/23/2022 Q7:32 PM NY©RAULIC RESULTS Discharge cfs Peak Flow Period fxs Velocity [Eps] Area [sq.ft] Hydraulicc Radius t Normal D t 5.6 0.1 2.81 1.99 0.36 0.55 575 S - O.Odf]0 'WidBll«i-Too R' Not to Scale Reach Matting Type Staple Patton labrTtyArralysis Yegetaliort Charxteristics Perrnisside Shear Stress (pafJ Calculated Shear Stress [psf] Safely Factor Rerrratics Phase Class Type Demtly Straight S75 Unvegetated 1.55 1.36 1.14 STABLE Staple D Ditch #5 North American Green ECMDS Version 4.3 - Channel Protection Design OutW Force l�Ir�IrErit l File Specifications Options Help NGUSH- IUSER I 123/2022 0733 PM HYQFIAUUC RESULTS Discharge Peak Flow VeloaZv#M) Area (sgRl Hydrar c Normal cfs Period lw Radrus t D ft 8.7 1 0.1 5.02 1 1.73 0.34 0.50 Unreinlorced 5 •0.07fi0 '4 1 L 1 Bottom 3.0 Width - 2.00 R Reach Matting Type Stab Pity Analysis �VegeEalion Characteristics Permissible Shear Sifess fpsf1 Calculated Shear Stress (Psf) Staple Pattern Phase Class I Type II Density Slraip Unreinforced Vegetation L Bunch 75.95E 420 242 Soil Sandy Loam 0.035 0.184 Not to Scale Safety Factor Remarks 174 STABLE 0.19 UNSTABLE North American Green ECMDS Version 43 - Channel Protection File Specifications Options Help ENGLISH. IQUICK 6/23/2022 734 PM HYDRAULICHYDRAULIC RESULT Discharge Peak Flow Velocrtl [fps] Area (NA) C125 [n-0.fl221 tL1 5.0.0780 LINER RESULTS 3.0 Bodom Wickh ZOO It Not to Scale cfs Period s Hydraufc Radius l Npmal Depth R S.T 0.1 7.72 1.13 0.26 0.36 Reach MatOing Type 5ta6dilyAnalysis Vegetation Characteristics Perrrdssi6le SFxar Stress IPsfl Cacvlated Shear Stress iPsfl Safety Factor Remarks Staple Pattern Phase Class Type Density Slraiglk C725 Unvegetated 2.25 1.77 1.27 5T48LE Staple ❑ North American Green ECMDS Version A3 - Channel Protection Design, DutpaY . File Specifications Options Help ENGLISH. IUSER I S123r= D-5 PM HYDRA ULIC RESULTS Unreinlorced Vegetation [n=0.040) LINER RFSULTS 1 L al] 5 - 0.1350 Bottom Width=2.0Uft Not J 1 3.0 to Scale Discharge cfs Peak Fiow Velaaty[fps] Pe+ivd his Area [sq.ft) Hydraufc Radru t Nnmal D R 8.7 0.1 6.12 1.42 0.3U 0.43 Reach Matting Type Staple Pattern Sta6ildyAnalysis Vegetation Characteristics Permissible Shear Stress IPstl Calculated Shear Stress IPA SafetyFactw Reirrarks Phase Class Type Density Straight Urneinforced Vegetation C Bur�kt 75•95X 4.20 3.63 1.16 STABLE SdE Sandy Loam 8.035 0.276 0.13 UNSTABLE North American Green ECMD$ Version 4.3 -Channel Protection Design, File Specifications Options Help ENGLISH. QUICK 6/23/2022 t1736 PM HYDRAULIC RESULTS F'550 (n Discharge cfs Peak Flow Perioawd s VdocAy (fps Atca [sq.R] Hydrauic Normd Radus R Depth t 8.7 0.1 6.02 1.45 0.30 0.4d Reach Matting Type StabitityAnalysis Vegetation Characteristics Perrressible Shear Stress (P3f] Calculated Shear Strass fPsf1 5afelyFactor Remarks Staple Pattern Phase Class Type Density Straight P550 Unvegetated 4.00 3.68 1.09 STABLE Staple E North American Green E-CMDS Vas>lan ' r File Specifications Options Help ENGUSH. USER 6/23/2022 T:3B f'M HYQRAULIC Umeinforced Vegelalion [n=0.040J q 1 L S - 0.0 DDO i 1 UNER RESULTS 3.0 Bottom Width = 2.00 R Not J 3.0 to Scale ❑ischarge cfs Peak Fbw Period s Vebdty [fps Area [sp.ft) Hydrauic R R Normal De h t 8.7 Ql 42B 2.03 Q37 0.96 Reach Malting Type Staple Pattern StabigtyAnalysis Vegetation Characteristics Permissible Shear Stress iPsfl Calculated SafelyFactaa Shear Stress IPsfl l Remarks Fhase Class Type Density Straight Vegetation C Bunch 75.95:G 4.20 1.73 2.42 STABLE +L-_�,nlorcel Sod Sandy Loam O.035 0.132 0.27 UNSTABLE North American Green ECf,ADS Version 4.3 -Channel Protection Design, File Specifications Options Help ENGLISH. 4UICC I fi123l2022 7:38 PA9 HYDRAULIC RESULTS SC15Q (rm0.048) S - 0.05t70 1 L 3.0 Bottom Widrh = 2 DO It � 1 3.0 IJIVER RESULTS Not to Scale Disr,}brge cfs Peak Flow Period hrs Velactly[Fps] Area [sqR] Hydraulic Radius R Normal Depth ! 8.7 0.1 3.7[i 231 0.40 0.57 Reach Matting Type Stability Analysis Vegetation Characteristics Permissible Shear Stress (psfJ Cakaued Shear Stress Ipsf) SafetyFactvr Pemarks Staple Pattern Phase Class Type Densty 5traigkrt SC150 Unvegetated 2.00 1.89 1.06 STABLE Stook 0