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Application Files_85048_pg0381
Pond Report 6 Hydraflow Hydrographs Extension for AutoCAD®Civil 3130 2012 by Autodesk,Inc.v9 Thursday,00 16,2012 Pond No. 1 - Site Pond Pond Data Contours-User-defined contour areas.Average end area method used for volume calculation.Begining Elevation=79.00 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 79.00 40,988 0 0 1.00 80.00 100,907 70,948 � 2.00 81.00 154,393 127,650 T98 A98 3.00 82.00 180,581 167,487 -3860" 4.00 83.00 219,769 200,175 59lhl99 4.50 83.50 234,277 113,512 I!e7AT?l 5.00 84.00 248,857 120,784 800,555 Culvert/Orifice Structures Weir Structures [A] IB] [C] [PrfRsr] [A] IB] [C] [D] Rise(in) = 15.00 10.00 6.00 Inactive Crest Len(ft) = 11.96 Inactive Inactive Inactive Span(in) = 15.00 10.00 6.00 0.00 Crest El.(ft) = 82.20 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) = 79.00 79.90 79.01 0.00 Weir Type = 1 Rect - - Length(ft) = 90.00 0.00 0.00 0.00 Multi-Stage = Yes No No No Slope(%) = 2.83 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/on,ce outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(a). Stage/Storage/Discharge Table Stage Storage Elevation CIv A CIv B CIv C PrfRsr Wr A Wr B Wr C Wr D Exfl User Total ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 79.00 0.00 0.00 0.00 - 0.00 - - - - - 0.000 0.10 7,095 79.10 0.02 is 0.00 0.02 is - 0.00 - - - - - 0.022 0.20 14,190 79.20 0.09 is 0.00 0.09 is - 0.00 -- -- -- - - 0.087 0.30 21,284 79.30 0,19 is 0.00 0.19 is - 0.00 - - -- - - 0.187 0.40 28,379 79.40 0.31 is 0.00 0.31 is - 0.00 - - - - - 0.307 0.50 35,474 79.50 0.43 is 0.00 0.42 is - 0.00 - - - - - 0.422 0.60 42,569 79.60 0.51 is 0.00 0.50 is - 0.00 - - - - - 0.497 0.70 49,663 79.70 0.56 is 0.00 0.56 is - 0.00 - - - - - 0.563 0.80 56,758 79.80 0.62 is 0.00 0.62 is - 0.00 - - - - - 0.622 0.90 63,853 79.90 0.68 is 0.00 0.68 is - 0.00 - - - - - 0.679 1.00 70,948 80.00 0.77 is 0.04 is 0.73 is - 0.00 - - - - - 0.770 1.10 83,713 80.10 0.94 is 0.16 is 0.76 is - 0.00 - - - - - 0.920 1.20 96,478 80.20 1.12 is 0.33 is 0.79 is - 0.00 - - - - - 1.122 1.30 109,243 80.30 1.38 is 0.56 is 0.81 is - 0.00 - - - - - 1.377 1.40 122,008 80.40 1.68 is 0.82 is 0.83 is - 0.00 - - - - - 1.657 1.50 134,773 80.50 1.97 is 1.12 is 0.85 is - 0.00 - - - - - 1.973 1.60 147,538 80.60 2.27 is 1.40 is 0.87 is - 0.00 - - - - - 2.269 1.70 160,303 80.70 2.56 is 1.64 is 0.90 is - 0.00 - - - - - 2.537 1.80 173,068 80.80 2.75 is 1.83 is 0.93 is - 0.00 - - - - - 2.753 1.90 185,833 80.90 2.96 is 2.01 is 0.95 is - 0.00 - - - - - 2.959 2.00 198,598 81.00 3.18 is 2.17 is 0.98 is - 0.00 - - - - - 3.154 2.10 215,346 81.10 3.36 is 2.32 is 1.01 is - 0.00 - - - - - 3.337 2.20 232,095 81.20 3.53 is 2.47 is 1.04 is - 0.00 - - - - - 3.510 2.30 248,844 81.30 3.69 is 2.60 is 1.07 is - 0.00 - - - - - 3.675 2.40 265,592 81.40 3.84 is 2.73 is 1.10 is - 0.00 - - -- - - 3.833 2.50 282,341 81.50 3.98 is 2.86 is 1.13 is - 0.00 - - - - - 3.984 2.60 299,090 81.60 4.13 is 2.97 is 1.16 is - 0.00 - - - - - 4.130 2.70 315,838 81.70 4.27 is 3.09 is 1.18 is - 0.00 - - - - - 4.270 2.80 332,587 81.80 4.40 is 3.20 is 1.21 is - 0.00 - - - - - 4.405 2.90 349,336 81.90 4.53 is 3.30 is 1.23 is - 0.00 - - - - - 4.535 3.00 366,085 82.00 4.66 is 3.41 is 1.25 is - 0.00 - - - - - 4.659 3.10 386,102 82.10 4.78 is 3.51 is 1.28 is - 0.00 - - - - - 4.782 3.20 406,120 82.20 4.90 is 3.60 is 1.30 is - 0.00 - - - - -- 4.902 3.30 426,137 82.30 5.89 is 3.40 is 1.23 is - 1.26 - - - - - 5.890 3.40 446,155 82.40 7.45 is 2.86 is 1.03 is - 3.56 - - - - - 7.450 3.50 466,172 82.50 9.09 is 1.87 is 0.67 is - 6.54 - - - - - 9.090 Continues on next page...