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<br />Mr. John Gates <br />January 11, 1980 <br />Page 2 <br /> <br />optimally. The enclosed back-up calculations include a <br />performance curve for the inlet; at the design discharge <br />of 200 cfs the face section of the inlet is the control <br />section. The existing 48" throat section does not control <br />until the inflow is above 220 cfs; the HW/D ratio will <br />not exceed 1.0 until the flow is above 205 cfs. <br />If you should have any questions about this design, please <br />call us. We feel that this is a very good solution to your <br />problem, one that can be accomplished at a reasonable cost. <br />Very truly yours, <br />LEONARD RI7CE CONSULTING WATER ENGINEERS, INC. <br />Leslie H. Botham <br />Vice-president <br />LHB/jc <br />307EFC04 <br />Enc. <br />cc Gary Myers <br />Mike McCarthy <br />leowid Rice Consulting Water Engineers.lnc. _ _ _ _ `_'-~~ ~ _ ~~ _ _ _ <br />