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Reservoir Report <br />Page 1 <br />Reservoir No. 2 - EXIST CULVERT English <br />Pond Data <br />Pond storage is based on known contour areas <br />Stage 1 Storage Table <br />Stage <br />Elevation <br />Contour area <br />Incr. Storage Total storage <br />ft <br />ft <br />sqft <br />cuft cuff <br />0.00 <br />938.02 <br />00 <br />0 0 <br />2-00 <br />940.00 <br />12,925 <br />12,796 12,796 <br />3.00 <br />941.00 <br />21,026 <br />16,975 29,771 <br />3.50 <br />941.50 <br />27,648 <br />12,169 41,940 <br />4.00 <br />942.00 <br />37,148 <br />15,858 56,983 <br />Culvert 1 Orifice Structures <br />Weir Structures <br />[A] <br />[B] [C] <br />[D] <br />[A] <br />[B] <br />[C] <br />[D] <br />Rise in - <br />12.0 <br />0-0 0.0 <br />0.0 <br />Crest Len ft = 15.0 <br />0.0 <br />0.0 <br />0.0 <br />Span in = <br />12.0 <br />0.0 &0 <br />0.0 <br />Crest El. ft = 941.41 <br />0.00 <br />0.00 <br />0.00 <br />No. Barrels = <br />1 <br />0 0 <br />0 <br />Weir Coeff. = 2-70 <br />0-00 <br />0.00 <br />0.00 <br />Invert El. ft <br />938.02 <br />0.00 0.00 <br />0.00 <br />Eqn. Exp. = 1.50 <br />0.00 <br />0.00 <br />0.00 <br />Length ft = <br />40.0 <br />0.0 0.0 <br />0.0 <br />Multi -Stage = No <br />No <br />No <br />No <br />Slope % = <br />1-30 <br />0.00 0.00 <br />0.00 <br />N-Value = <br />.025 <br />.000 .000 <br />.000 <br />Orif. Coeff. = <br />0.68 <br />0.00 0.00 <br />0.00 <br />Multi -Stage <br />----- <br />No No <br />No <br />Tailwater Elevation = 0.00 ft <br />Stage 1 Storage <br />1 Discharge Table <br />Note: All outflows have been analyzed under inlet and outlet control. <br />Stage Storage <br />Elevation Clv A Clv B <br />Clv C Clv D Wr A Wr B <br />Wr C <br />Wr D <br />Discharge <br />ft cuft <br />ft <br />cfs cfs <br />cfs cfs cfs cfs <br />cfs <br />cfs <br />cfs <br />0.00 0 <br />938.02 <br />0.00 <br />-- 0.00 -- <br />- <br />0.00 <br />2.00 12,796 <br />940.00 <br />3-13 <br />--- -- 0.00 - <br />-- <br />3.13 <br />3.00 29,771 <br />941.00 <br />4.04 <br />-- 0.00 --- <br />-- <br />4.04 <br />3.50 41,940 <br />941.50 <br />4.43 <br />-_ 1.09 --- <br />--- <br />... <br />5 52 <br />4.00 56,983 <br />942.00 <br />4-78 . . . <br />-- 18.36 - <br />-- <br />23.14 <br />