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Pond Report �Ri,�� 2 , <br /> Hydraflow Hydrographs Extension for AutoCAD�Civil 3D�2012 by Aulodesk,Inc.v9 Friday,00 t,2017 <br /> Pond No. 2- Pipe Storage-Trial 2 ' <br /> Pond Data <br /> Pond slorage Is based on user-deFlned values. <br /> Stage I Storege Table <br /> Stage(ft) Elevatlon(fl) Contour area(sqtt) Incr.Storage(cuk) Total storege(cuk) <br /> 0.00 10.50 nla 0 0 <br /> 0.50 11.00 nla 2,246 2,246 <br /> 1.00 11.50 nla 2.733 4,979 <br /> 7.50 12.00 nla 3,013 7.992 <br /> 2.00 12.50 nla 3��43 ��,�� <br /> 2.50 73.00 nla 3,144 14,279 <br /> 2.65 13.15 nla 924 75,203 <br /> 3.00 13.50 nla 3,320 78,523 <br /> 3.50 74.00 nla 4,761 z3,284 <br /> 4.00 14.50 nla 4,347 27,631 <br /> 4.40 14.90 Na 2,743 30,374 <br /> Culvert I Oriftce Structures WeU Structures <br /> IAI Ig1 I�1 IPrfRsr] IA1 IB1 I�1 I�1 <br /> Rise(In) = 8.00 120 0.00 0.00 Crest Len(ft) = 18.85 0.00 0.00 0.00 <br /> Span(in) = 8.00 120 0.00 0.00 Crest EI.(k� = 17.50 0.00 0.00 0.00 <br /> No.Barrels = 1 7 0 0 WeirCoeff. = 3.33 3.33 3.33 3.33 <br /> Invert El.(fl) = 10.47 10.50 0.00 0.00 Welr Type = 1 - '- "' <br /> Length(k) = 700.00 0.00 0.00 0.00 MulliStage � Yes No No No <br /> Siope(%) = 0.50 0.00 0.00 n/a <br /> N-Value = .073 .013 .013 nla <br /> Oriflce Coefl. = 0.60 0.60 0.60 0.60 Exfil.(inlhr) = 0.000(by Wet area) <br /> Multl-Stage = n/a Yes No No TW Elev.(k) = 0.00 <br /> Nolo�.CulmNOiAicaoulllcwsemonalyzalundo�inle��ic)andoullol�oc�mnlwl. Wavrifenrhe;kod�orwilwcondilions(m)nnAsoOmerpence�al� <br /> s�a9e�tt) Stage 1 Discharge Elev(fl) <br /> 5.00 15.50 <br /> - _ <br /> ...... ...... ... ____._.__. ..-- --- <br /> . . -�---�-- ----- --._._..___.. '-----------'."-- . <br /> 4.00 . , ... ... 14.50 <br /> . .. . _. . . _ .. .. . . . . .. ----_ .. . _ _. ... <br /> _ ._ . . . . .. _ . . . . . . _....._ ... . _ <br /> 3.00 13.50 <br /> .. ._.___. _ _. _ . . . __._ . .. .�--__.__..--__.. <br /> � - � ----�- - 12.50 <br /> 2.00 <br /> . . ... ... .... .. . . . . . . .___. . . . <br /> _ . . . .. _ . . ._. . _. . ._ ..._. <br /> 1.00 � .. . . .. 11.50 <br /> _ . . . . . _ . . . . - 10.50 <br /> 0.00 <br /> 0.000 0.008 0.01G 0.024 0.032 0.040 0.048 0.056 0.064 0.072 0.080 <br /> Discharge(cfs) <br /> --- Tolal Q <br />