Laserfiche WebLink
<br />Gonyea. 14006 . Nurp <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 1/ 24-hr Rainfal/=2.50" <br />Page 4 <br />12/3i2002 <br /> <br />Pond 1 P: Pond 1 - Central Pond <br /> <br />= <br /> <br />2.05 cfs@ <br />0.00 cfs @ <br />0.00 cfs @ <br /> <br />0.196 af <br />0.000 af, Atten= 100%, Lag= 0.0 min <br />0.000 af <br /> <br />12.16 hrs, Volume= <br />5.00 hrs, Volume= <br />5.00 hrs, Volume= <br /> <br />= <br /> <br />= <br /> <br />Routing by Sim-Route method, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs <br /> <br />Peak Elev= 884.84' Storage= 0.196 af <br />Plug-Flow detention time= (not calculated) <br />Storage and wetted areas determined by Prismatic sections <br /> <br />Elevation <br />(feet) <br />882.00 <br />884.00 <br />885.00 <br />886.00 <br /> <br />Surf.Area <br />(acres) <br />0.040 <br />0.080 <br />0.100 <br />0.190 <br /> <br />Inc. Store <br />(acre-feet) <br />0.000 <br />0.120 <br />0.090 <br />0.145 <br /> <br />Cum. Store <br />(acre-feet) <br />0.000 <br />0.120 <br />0.210 <br />0.355 <br /> <br />Primary OutFlow (Dynamic Tailwater) <br />t..1 =Culvert <br /> <br /> <br /># Routin!] <br />1 Primary <br /> <br />~ <br />~ <br /> <br />~ <br />ii: <br /> <br /> <br />l _ _ <br /> <br />Invert Outlet Devices <br />886.00' 15.0" x 550.0'long Culvert Rep, square edge headwall, Ke= 0.500 <br />Outlet Invert= 884.50' S= 0.0027 'j' n= 0.013 Cc= 0.900 <br /> <br />Pond 1P: Pond 1 . Central Pond <br /> <br />Hydrograph Plot <br /> <br /> <br />6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <br />Time (hours) <br /> <br />~ <br />