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FLOOD02698
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Last modified
1/25/2010 6:25:12 PM
Creation date
10/4/2006 11:04:57 PM
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Floodplain Documents
County
Statewide
Basin
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Title
Hydrologic Engineering Methods for Water Resources Development Volume 7
Date
2/1/1976
Prepared For
US
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />0"> <br />I <br /><:> <br /><Xl <br /> <br />.,; <br /><Ii <br />:! <br /> <br />w <br />.i5 <br />co <br /><l <br />>- <br />w <br />w <br />... <br />;!! <br />z <br />o <br />ii <br />> <br />W <br />.J <br />W <br /> <br />0: <br />o <br />~ <br />w <br />'" <br />w <br />0: <br /> <br />1575 <br /> <br />1570 <br /> <br />1565 <br /> <br />1560 <br /> <br />1555 <br /> <br />1550 <br /> <br />1545 <br /> <br />1540 <br />o <br /> <br />d S (ChO <br />.-J#! '- /' <br />POOIj" / / / <br />, i / ~ If <br /> <br />I <br /> <br />v <br />/" /v// /v// /v <br /> <br />t'rve <br /> <br />v/ <br /> <br />; /. vf\o' <br />;...-:-;0" <br />.' <br /> <br />OPERATING INSTRUCTIONS <br /> <br />(/) FOllOw regular !lood control regulation <br />scl1t1dull IInlil lorger releoses orB ftlQuirtld by <br />this schedule. <br />(2) Adjust Ihtl outflow each hour on the basis of 1M <br />averog6 inflow lor fhe preceding hour ond fhe current <br />reservoir eltlvotian 05 indicated by the curr.s. <br />(3) After fhe reservoir e/8l1OIion storts to loll, maintain curf'''! (/ote <br />openings until/he elevation recedes to /569. When reservoir 15 below <br />elt/vollon 1569 releose of 1M moximum ollawable rote. <br /> <br />~..2i: "wt!Y_ r!!!. l-- _ <br /> <br />20 <br /> <br />40 <br /> <br />60 80 100 120 <br />OUTFLOW IN Tt-IQUSANDS OF C.F. S. <br /> <br />140 <br /> <br />-::::::: <br />/V <br /> <br />160 <br /> <br />Fig. 6.03. Spillway gate regulation curves based on inflow <br /> <br />1575 <br /> <br />1570 <br /> <br />1565 <br /> <br />1560 <br /> <br />1555 <br /> <br />1550 <br /> <br />1545 <br /> <br />1540 <br />180 <br />
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