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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 />Type II 24-hr Rainfall=5.90" <br />Page 5 <br />12/3/2002 <br /> <br />Pond 1 P: Pond 1 - Central Pond <br /> <br />[91] Warning: Storage range exceeded by 0.05' <br />[86] Warning: Oscillations may require smaller dt <br /> <br />Inflow = <br />Outflow = <br />Primary = <br /> <br />15.59 cfs @ 12.13 hrs, Volume= <br />3.75 cfs @ 12.20 hrs, Volume= <br />3.75 cfs @ 12.20 hrs, Volume= <br /> <br />1.176 af <br />1.117 af, Atten= 76%, Lag= 4.1 min <br />1.117af <br /> <br />Routing by Sim-Route method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs <br /> <br />Peak Elev= 888.05' Storage= 0.447 af <br />Plug-Flow detention time= 83.0 min calculated for 1.114 af (95% of inflow) <br />Storage and wetted areas determined by Prismatic sections <br /> <br />Elevation Surf. Area Inc. Store Cum.Store <br />(feet) (acres) (acre-feet) (acre-feet) <br />886.00 0.130 0.000 0.000 <br />887.00 0.230 0.180 0.180 <br />888.00 0.280 0.255 0.435 <br /> <br />Primary OutFlow (Dynamic Tailwater) <br />L1=Culvert <br /> <br /># Routin(J <br />1 Primary <br /> <br />Invert Outlet Devices <br />886.00' 15.0" x SSO.O'long Culvert Rep, square edge headwall, Ke= 0.500 <br />Outlet Invert= 884.50' S= 0.0027 '/' n= 0.013 Cc= 0.900 <br />