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CCP 08-20-2001
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CCP 08-20-2001
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Last modified
5/8/2007 1:16:39 PM
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11/13/2006 2:36:31 PM
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<br />I <br /> <br />bottom area acres = 1. 830 <br />permanent pool area acres = 2.550 <br />permanent pool volume ac-ft 12.600 <br />perm. pool infiltration rate in/hr = .000000 <br />flood pool area acres = 2.940 <br />flood pool volume ac-ft = 10.970 <br />flood pool infiltration rate in/hr = .000000 <br />flood pool drain time hours = .000 <br />outlet orifice diameter inches 24.000 <br />orifice discharge coefficient = .600 <br />outlet weir length feet = .000 <br />weir discharge coefficient = .000 <br />perforated riser height feet = .000 <br />number of holes in riser .000 <br />hole diameter inches = .000 <br />particle removal scale factor 1.000 <br />outlet: 1 infiltration routed to device: 0 OUT <br />outlet: 2 normal outlet routed to device: 0 OUT <br />outlet: 3 spillway routed to device: 0 OUT <br /> <br />J <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />.. <br /> <br />I <br />
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