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Pond Report 5 Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk,Inc.v6.066 Thursday,Sep 18,2008 Pond No. 1 - 14x76 Vault Pond Data UG Chambers-Invert elev.=535.50 ft, Rise x Span=4.00 x 14.33 ft, Barrel Len=52.00 ft, No.Barrels=1, Slope=0.00%, Headers=No Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft) 0.00 535.50 n/a 0 0 0.40 535.90 n/a 298 298 0.80 536.30 n/a 298 596 1.20 536.70 n/a 298 894 1.60 537.10 n/a 298 1,192 2.00 537.50 n/a 298 1,491 2.40 537.90 n/a 298 1,789 2.80 538.30 n/a 298 2,087 3.20 538.70 n/a 298 2,385 3.60 539.10 n/a 298 2,683 4.00 539.50 n/a 298 2,981 Culvert/Orifice Structures Weir Structures [A] [B] [C] [PrfRsr] [A] [B] [C] [D] Rise(in) = 12.00 0.46 2.00 0.00 Crest Len(ft) = 2.09 0.00 0.00 0.00 Span(in) = 12.00 0.46 2.00 0.00 Crest El.(ft) = 539.50 0.00 0.00 0.00 No.Barrels = 1 1 1 0 Weir Coeff. = 3.33 3.33 3.33 3.33 Invert El.(ft) = 535.50 535.51 538.50 0.00 Weir Type = Riser - - - Length(ft) = 5.00 0.00 0.00 0.00 Multi-Stage = Yes Yes No No Slope(%) = 1.00 0.00 0.00 n/a N-Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour) Multi-Stage = n/a Yes Yes No TW Elev.(ft) = 0.00 Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control. Weir risers checked for orifice conditions(ic)and submergence(5). Stage/Storage/Discharge Table Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 535.50 0.00 0.00 0.00 - 0.00 - - - -- - 0.000 0.04 30 535.54 0.00 ic 0.00 ic 0.00 - 0.00 --- - -- --- - 0.001 0.08 60 535.58 0.00 is 0.00 ic 0.00 - 0.00 --- - -- --- --- 0.001 0.12 89 535.62 0.00 is 0.00 is 0.00 - 0.00 --- -- --- --- --- 0.002 0.16 119 535.66 0.00 is 0.00 is 0.00 -- 0.00 --- --- --- --- --- 0.002 0.20 149 535.70 0.00 is 0.00 is 0.00 -- 0.00 -- -- -- --- --- 0.002 0.24 179 535.74 0.00 is 0.00 is 0.00 -- 0.00 - --- --- - - 0.003 0.28 209 535.78 0.00 is 0.00 is 0.00 -- 0.00 - - --- --- - 0.003 0.32 238 535.82 0.00 ic 0.00 is 0.00 - 0.00 - - - - - 0.003 0.36 268 535.86 0.00 is 0.00 is 0.00 - 0.00 - - - - - 0.003 0.40 298 535.90 0.00 is 0.00 is 0.00 -- 0.00 - - - - - 0.003 0.44 328 535.94 0.00 is 0.00 is 0.00 -- 0.00 - -- --- - - 0.004 0.48 358 535.98 0.00 is 0.00 is 0.00 - 0.00 - --- --- --- 0.004 0.52 388 536.02 0.00 is 0.00 is 0.00 --- 0.00 --- -- --- -- 0.004 0.56 417 536.06 0.00 is 0.00 is 0.00 --- 0.00 --- --- --- --- -- 0.004 0.60 447 536.10 0.00 is 0.00 is 0.00 --- 0.00 - --- --- --- - 0.004 0.64 477 536.14 0.00 is 0.00 is 0.00 --- 0.00 -- -- - - -- 0.004 0.68 507 536.18 0.00 is 0.00 is 0.00 - 0.00 - - - -- --- 0.004 0.72 537 536.22 0.00 is 0.00 is 0.00 - 0.00 --- - -- -- - 0.005 0.76 566 536.26 0.01 is 0.00 is 0.00 - 0.00 - -- - - -- 0.005 0.80 596 536.30 0.01 is 0.00 is 0.00 --- 0.00 -- - - - -- 0.005 0.84 626 536.34 0.01 is 0.00 is 0.00 --- 0.00 --- - - - --- 0.005 0.88 656 536.38 0.01 is 0.01 is 0.00 -- 0.00 -- - - -- --- 0.005 0.92 686 536.42 0.01 is 0.01 is 0.00 --- 0.00 --- -- --- --- -- 0.005 0.96 715 536.46 0.01 is 0.01 is 0.00 --- 0.00 --- -- --- --- -- 0.005 1.00 745 536.50 0.01 is 0.01 is 0.00 -- 0.00 -- -- - -- --- 0.005 1.04 775 536.54 0.01 is 0.01 is 0.00 - 0.00 --- - -- --- -- 0.006 1.08 805 536.58 0.01 is 0.01 is 0.00 -- 0.00 --- - - -- -- 0.006 - 1.12 835 536.62 0.01 is 0.01 is 0.00 -- 0.00 --- - -- -- -- 0.006 1.16 865 536.66 0.01 is 0.01 is 0.00 - 0.00 - - -- - -- 0.006 1.20 894 536.70 0.01 is 0.01 is 0.00 - 0.00 - -- -- - -- 0.006 Continues on next page...