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ORONOV-2 <br />Prepared by (enter your company name here) <br />HyUroCADCe.OO a/n001542 C 1986^2001 AppliedMtcfocomputef Systems <br />Pond IP: Existing Pond <br />|86] Wamirtg: OsdUations may require smaller dt <br />(63] Warning: Exceeded Reach 2R inflow depth by 0.01' @ 15.60 hrs <br />Type lt2Hirf^m=5.90' <br />Pagel <br />________________4/17/02 <br />Inflow « <br />Outflow B <br />Primary ■ <br />117.56 cfs Q 12.99 hrs. VoiumeB <br />33.52 cfs Q 14.68 hrs. Volume= <br />33 52cfs@ 14.68 hrs. VoiumeB <br />25.443 af <br />25.455 af. AttanB 71%. Lags 101.8 min <br />25.455 af <br />Routing by SinvRoute method, Time Spans 0.00-36.00 hrs. d(s 0.05 hrs <br />Peak ElevB 1.014.9V Storages 401.752 cf <br />Plug-Flow detention times (not calculated: outflow precedes inflow) <br />Storage and wetted areas determined by Prismatic sections <br />Elevation <br />(feet) <br />Surf .Area <br />Isa-ft) <br />lnc.Store <br />(cubic-feet) <br />Cum.Stcre <br />(cubic-feet) <br />1.009.00 0 0 0 <br />1.010.00 777 389 389 <br />1.012.00 6,511 7.288 7,677 <br />1.014.00 128,937 135,448 143,125 <br />1.016.00 439,784 568,721 711,846 <br />Primary OiftFlow (Dynamic Tailwater) <br />T^lsCulverl•IsCulvert <br /># Routing Invert Outlet Devices <br />1 Primary 1 .OOg OO* 24.(T x 120.17 long Culvert RCP, end-section conforming to nil, Ke« 0.500 <br />Outlet Inverts 1.006.8V Ss 0.0183 7 ns 0.013 CcsQ.goo <br />j-r <br />7?‘ ••• .> <br />•? /“ <br />£tHieiT t>