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HomeMy WebLinkAboutWPO201500044 Calculations 2015-08-19 NINSAf L1011210" L L L N O) O) O) N 0) O SNJewab + N :° m co co :° ca (u) 10 10 10 'Sr LO co MOld jo gidaa JAOl'p 0 0 0 0 0 0 u) Ln an u) O ApoolaA JAZ'A rn c") 0 0 u) M C6) C6) C') C') N V > O O O O O O a`.i o •}yaoo s6u!uuew`u o o o o o 0 •c0 0 0c•.; 0 0 0 3 V U a a a a a o_ o T a a a a o 6u!u!i lauueUa a _ > H a: a: o: a! o! CC _O C7 w O O O O O O o r r r Na. r 0 ci o ado's leu!pn;!6uol'S 'n u) U) U to 0 c 0 0 0 0 0 0 IM 0 0 0 0 0 0 qlp• wonoq A q 0 0 0 0 0 0 t v (l' ) app x adois a oN 0 o O O o Q ;y 6iJ N tV N N N ( 'x)ados a is o O o O O On. N N N N N N N V ✓ (SP)Mob JA0l'O lD '1- o 0 cro 0 CO. 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Monday,Aug 17 2015 Culvert 1 (10yr) Invert Elev Dn (ft) = 950.50 Calculations Pipe Length (ft) = 24.00 Qmin (cfs) = 0.47 Slope (%) = 8.33 Qmax (cfs) = 0.47 Invert Elev Up (ft) = 952.50 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 15.0 Shape = Circular Highlighted Span (in) = 15.0 Qtotal (cfs) = 0.47 No. Barrels = 1 Qpipe (cfs) = 0.47 n-Value = 0.012 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 0.60 Culvert Entrance = Groove end projecting (C) Veloc Up (ft/s) = 2.45 Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.2 HGL Dn (ft) = 951.26 HGL Up (ft) = 952.77 Embankment Hw Elev (ft) = 952.81 Top Elevation (ft) = 954.00 Hw/D (ft) = 0.25 Top Width (ft) = 12.00 Flow Regime = Inlet Control Crest Width (ft) = 50.00 Elev.fl. Culvert 1(10yr) H,v oeo:h InI 954:X ¢ --4,,,'.0r- 3 d , v3n 1 5: adi 553:v '.t"�,.i•'�. �e :5:. 952X ,1:,,p; �' ... _.Mg - C T; 551 X -15C 543X 3c 5 ^ 15 2C 25 32 35 42 45 C,rcuI ar CI,ert HaL Peach In: Culvert Report Hydraflow Express Extension for AutoCAD®Civil 3D®2013 by Autodesk, Inc. Tuesday,Aug 4 2015 Culvert 2 (10yr) Invert Elev Dn (ft) = 892.00 Calculations Pipe Length (ft) = 23.00 Qmin (cfs) = 1.67 Slope (%) = 4.35 Qmax (cfs) = 1.67 Invert Elev Up (ft) = 893.00 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 15.0 Shape = Circular Highlighted Span (in) = 15.0 Qtotal (cfs) = 1.67 No. Barrels = 1 Qpipe (cfs) = 1.67 n-Value = 0.012 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 1.81 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 3.53 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 892.88 HGL Up (ft) = 893.51 Embankment Hw Elev (ft) = 893.70 Top Elevation (ft) = 894.50 Hw/D (ft) = 0.56 Top Width (ft) = 12.00 Flow Regime = Inlet Control Crest Width (ft) = 50.00 Elea fl Culvert 21 f DY 1 H,,Depth re; Ee= 854 50— --� r 4' Inti Inti c�,trM 892 57 992 2C 842 50 "15C Jam. 892 23 E91 S w 0 5 IL 15 23 25 30 35 42 45 HGL Circular Culy ert — Embnl Reath,R. 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