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Reservoir Report <br />Page 1 <br />Reservoir No. 3 - CITY COMP PLAN <br />English <br />Pond Data <br />Pond storage is based on known contour <br />areas <br />Stage 1 Storage Table <br />Stage Elevation Contour area <br />Incr. Storage Total storage <br />ft ft sqft <br />cuft cult <br />0.00 938.00 8,797 <br />0 0 <br />1.00 939.00 10,244 <br />9,521 9,521 <br />2.00 940.00 15,607 <br />12,926 22,447 <br />3.00 941.00 17,418 <br />16,513 38,960 <br />4,00 941.50 22,421 <br />19,919 58,879 <br />Culvert 1 Orifice Structures <br />Weir Structures <br />[A] [B] [C] <br />[D] <br />[A] <br />[Bl <br />[C] [D] <br />Rise in 15.0 12.0 0.0 <br />0.0 <br />Crest Len ft = 0.0 <br />0.0 <br />0.0 0.0 <br />Span in 15.0 12.0 0.0 <br />0.0 <br />Crest El. ft = 0.00 <br />0.00 <br />0.00 0.00 <br />No. Barrels 1 1 0 <br />0 <br />Weir Coeff. = 0.00 <br />0.00 <br />0.00 0.00 <br />Invert El. ft 938.00 938.00 0.00 <br />0-00 <br />Eqn_ Exp. 0.00 <br />0.00 <br />0.00 0.00 <br />Length ft = 50.0 50.0 0.0 <br />0.0 <br />Multi -Stage = No <br />No <br />No No <br />Slope % = 0.25 1.30 0.00 <br />0.00 <br />N-Value .025 .025 .000 <br />.000 <br />Orif. Coeff. 0.65 0.60 0.00 <br />0.00 <br />Multi -Stage = No No <br />No <br />Tailwater Elevation = 0.00 ft <br />Stage 1 Storage 1 Discharge Table <br />Nola: All outflows stave been analyzed under inlet and outlet control. <br />Stage Storage Elevation Clv A <br />Clv B <br />Clv C Clv D Wr A Wr B. <br />Wr C <br />Wr D Discharge <br />ft cuft ft cfs <br />cfs <br />cfs cfs cfs cfs <br />cfs <br />cfs cis <br />0.00 0 938.00 0.00 <br />0.00 <br />--- <br />0.00 <br />1-00 9,521 939.00 1.38 <br />2.67 <br />--- <br />4.06 <br />2.00 22,447 940.00 3.84 <br />4.63 <br />8.47 <br />3.00 38,960 941.00 5.62 <br />5.98 <br />11.60 <br />4.00 58,879 941.50 10.85 <br />6.55 <br />17.40 <br />