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ORONOP^I <br />Prepared by {enter your company name here} <br />HvdroCAOet 6.00 s/n 001542 O 1986-2001 Apolied MlcrocomDuterSw«tam« <br />Type II 24-hr RainHalh5.90 ” <br />Pagel <br />4/1 7i <br />Pond 2P: Conceptual Proposed Pond <br />(86] Warning: Oscillations may require smaller dt <br />Inflow <br />Outflow <br />Primary <br />S <br />S <br />114.12 cfs@ 12.38 hrs, Volume= <br />23.13 cfs@ 16.77 hrs. Volume- <br />23.13 cfs@ 16.77 hrs. Volume^ <br />29.179 af <br />18.708 af. Aliens 80%. Lag= 263.3 min <br />18.708 af <br />Routing by Sim-Route method. Time Spans 0.00-36.00 hrs. dts 0.05 hrs <br />Peak Elevs l ,010.52’ Storages 754.377 cf <br />Plug-Flow detention times 418.1 min calculated for 18.682 af (64% of inflow) <br />Storage and wetted areas determined by Prismaflc sections <br />Elevation 'Surf.Area Inc.Store <br />(feet)(SQ-ft)(cubio-feet) <br />996.00 18,910 0 <br />997.00 21.919 20.415 <br />998.00 25.013 23.466 <br />999.00 28,587 26,800 <br />1.000.00 31,989 30,288 <br />1.001.00 35,573 33,781 <br />1.002.00 39,300 37,437 <br />1.003.00 43,208 41,254 <br />47,686 45,447 <br />1,005.00 52.980 50.333 <br />1,006.00 71,591 62,286 <br />1.007.00 76.759 74.175 <br />1.008.00 81,797 79,278 <br />1.009.00 86,906 84.352 <br />1.010.00 92.088 89,497 <br />1.011.00 120,725 106,407 <br />Cum.Store <br />(cubio-feet) <br />t <br />0 <br />20.415 <br />43.881 <br />70,681 <br />100.969 <br />134.750 <br />172,186 <br />213.440 <br />258.887 <br />309,220 <br />371.506 <br />445.681 <br />524,959 <br />609.310 <br />698.8C7 <br />805.214 <br />^rlm^OutFlow (Dynamic Tailwater) <br /># Routing Invert Outlet Devices _____ <br />1 Primary 1 .OOO.OO* conforming to fill, Kes 0.500 <br />Outlet Inverts 1,006.80^ S=-0.(X)67 T ns0.m:i rvsnonn <br />*/ <br />Bwierr '£