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<br />Gonyea - 14006 - Nurp <br />Prepared by Adam Parker, MFRA <br />HydroCAO@6.00 sin 000887 @ 1986-2001 Applied Microcomputer Systems <br /> <br />Inflow <br />Outflow <br />Primary <br /> <br />Type II 24-hr Rainfall=2.50" <br />Page 5 <br />121312002 <br /> <br />Pond 2P: West Edge Pond <br /> <br />= <br /> <br />2.92 cfs @ <br />0.00 cfs @ <br />0.00 cfs @ <br /> <br />0.248 af <br />0.000 af, Atten= 100%, Lag= 0.0 min <br />0.000 af <br /> <br />12.15 hrs, Volume= <br />5.00 hrs, Volume= <br />5.00 hrs. Volume= <br /> <br />= <br /> <br />= <br /> <br />Routing by Slm-Route method, Time Span= 5.00-24.00 hrs. dt= 0.05 hrs <br /> <br />Peak Elev= 882.32' Storage= 0.248 af <br />Plug-Flow detention time= (not calculated) <br />Storage and wetted areas determined by Prismatic sections <br /> <br />Elevation <br />(feet) <br />880.00 <br />882.00 <br />884.00 <br />884.50 <br /> <br />Surf. Area <br />(acres) <br />0.080 <br />0.110 <br />0.250 <br />0.340 <br /> <br />Inc. Store <br />(acre-feet) <br />0.000 <br />0.190 <br />0.360 <br />0.148 <br /> <br />Cum.Store <br />(acre-feet) <br />0.000 <br />0.190 <br />0.550 <br />0.697 <br /> <br />Primary OutFlow (Dynamic Tailwater) <br />"t.-1=Culvert <br /> <br /> <br /># Routing <br />1 Primary <br /> <br />.. <br />~ <br />1: <br />o <br />u: <br /> <br />I <br /> <br />~ <br /> <br />Invert Oullet Devices <br />884.50' 18.0" x 33.0'lon9 Culvert RCP, square edge headwall, Ke= 0.500 <br />Outlet Invert= 883.90' S= 0.0182 '/' n= 0.013 Cc= 0.900 <br /> <br />Pond 2P: West Edge Pond <br /> <br /> <br />6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <br />Time (hours) <br />