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<br />Gonyea - 14006 - Developed <br />Prepared by Adam Parker, MFRA <br />HydroCAD@6.00 sin 000887 @ 1986-2001 Applied Microcomputer Systems <br /> <br />Inflow = <br />Outflow = <br />Primary = <br /> <br />Type /I 24-hr Rainfal/=2.35" <br />Page 5 <br />11/26/2002 <br /> <br />Pond 1 P: Pond 1 - Central Pond <br /> <br />1.64 cfs@ 12.17 hrs, Volume= <br />0.26 cfs @ 13.27 hrs, Volume= <br />0.26 cfs @ 13.27 hrs. Volume= <br /> <br />0.166 af <br />0.136 af, Atten= 84%, Lag= 66.1 min <br />0.136 af <br /> <br />Routing by Sim-Route method, Time Span= 5.00-24.00 hrs. dt= 0.05 hrs <br /> <br />Peak Elev= 886.32' Storage= 0.057 af <br />Plug-Flow detention time= 178.2 min calculated for 0.136 af (82% of inflow) <br />Storage and wetted areas determined by Prismatic sections <br /> <br />Elevation <br />(feet) <br />886.00 <br />887.00 <br />888.00 <br /> <br />Surf. Area <br />(acres) <br />0.130 <br />0.230 <br />0.280 <br /> <br />Inc. Store <br />(acre-feet) <br />0.000 <br />0.180 <br />0.255 <br /> <br />Cum. Store <br />(acre-feet) <br />0.000 <br />0.180 <br />0.435 <br /> <br />Primary OutFlow (Dynamic Tailwater) <br />1-1 =Culvert <br /> <br /># Routin!:) <br />1 Primary <br /> <br />16 <br />~ <br />o <br />u:: <br /> <br />o . <br />5 6 7 <br /> <br />Invert Outlet Devices <br />886.00' 15.0" x SSO.O'long Culvert RCP, square edge headwall. Ke= 0.500 <br />Outlet Invert= 884.50' S= 0.0027 '/' n= 0.013 Cc= 0.900 <br /> <br /> <br />Pond 1 P: Pond 1 - Central Pond <br /> <br />Hydrograph Plot <br /> <br /> <br /> <br /> <br /> <br />',' '''1'''' <br />12 13 14 15 16 17 18 19 20 21 22 23 24 <br />Time (hours) <br />