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Stormwater calculations
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Reservoir Report <br />Page 1 <br />Reservoir No. 2 - EXIST CULVERT <br />English <br />Pond Data <br />Pond storage is based on known contour areas <br />Stage 1 Storage Table <br />Stage Elevation Contour area <br />Incr. Storage Total storage <br />ft ft sgft <br />tuft cult <br />0.00 938.02 00 <br />0 0 <br />2.00 940.00 12,925 <br />12,796 12,796 <br />3.00 941.00 21,026 <br />16,975 29,771 <br />3.50 941.50 27,648 <br />12,169 41,940 <br />4.00 942.00 37,148 <br />15,858 56,983 <br />Culvert/ Orifice Structures <br />Weir Structures <br />[A] [B] [C] [D] <br />[A] <br />[B] <br />[C] [D] <br />Rise in = 12.0 0.0 0.0 0.0 <br />Crest Len ft = 15.0 <br />0-0 <br />0-0 0.0 <br />Span in = 12.0 0.0 0.0 0-0 <br />Crest El. ft = 941.41 <br />0.00 <br />0.00 0.00 <br />No. Barrels = 1 0 0 0 <br />Weir Coeff. = 2.70 <br />0.00 <br />0-00 0.00 <br />Invert El. ft 938.02 0,00 0.00 0.00 <br />Eqn. Exp. = 1.50 <br />0-00 <br />0-00 0.00 <br />Length ft = 40.0 0.0 0.0 0-0 <br />Multi -Stage = No <br />No <br />No No <br />Slope % = 1.30 0.00 0.00 0.00 <br />N-Value = .025 .000 .000 .000 <br />Orif. Coeff. = 0.68 0.00 0.00 0.00 <br />Multi -Stage = ---- No No No <br />Tailwater Elevation = 0.00 ft <br />Stage 1 Storage 1 Discharge Table <br />Note., All outflows have been analyzed under Inlet and outlet wnlrol. <br />Stage Storage Elevation Clv A Clv B <br />Civ C Clv D Wr A Wr B <br />Wr C <br />Wr D Discharge <br />ft tuft ft cfs cfs <br />cfs cfs cfs cfs <br />cfs <br />cfs cfs <br />0.00 0 938.02 0.00 <br />--- --- 0.00 <br />--- <br />- 0.00 <br />2.00 12,796 940.00 3.13 <br />-- --- 0.00 <br />-- <br />- 3.13 <br />3.00 29,771 941.00 4.04 <br />--- -- 0,00 --- <br />-- <br />- 4.04 <br />3.50 41,940 941.50 4.43 <br />-- - 1.09 --- <br />- - <br />-- 5.52 <br />4.00 56,983 942.00 4.78 <br />- --- 18.36 <br />--- <br />- 23.14 <br />
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