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Reservoir Report <br />Page 1 <br />Reservoir No. 1 - FINAL SUBMIT English <br />Pond Data <br />Pond storage is based on known contour areas <br />Stage 1 Storage Table <br />Stage Elevation <br />Contour area <br />Incr. Storage <br />Total storage <br />ft ft <br />sqft <br />cult <br />cult <br />0-00 938.00 <br />8,797 <br />0 <br />0 <br />1-00 939.00 <br />10,244 <br />9,521 <br />9,521 <br />2.00 940.00 <br />15,607 <br />12,926 <br />22,447 <br />3.00 941.00 <br />17,418 <br />16,513 <br />38,960 <br />4.00 941.50 <br />22,421 <br />19,919 <br />58.879 <br />Culvert 1 Orifice Structures <br />[A] [B] [C] [D] <br />Rise in <br />= 18.0 <br />0.0 <br />0.0 <br />0.0 <br />Span in <br />= 18-0 <br />0.0 <br />0.0 <br />0.0 <br />No. Barrels <br />= 1 <br />0 <br />0 <br />0 <br />Invert El. ft <br />= 938.00 <br />0.00 <br />0.00 <br />0,00 <br />Length ft <br />50-0 <br />0.0 <br />0-0 <br />0.0 <br />Slope % <br />= 1.30 <br />0.00 <br />0,00 <br />0.00 <br />N-Value <br />= .025 <br />.025 <br />-000 <br />-000 <br />Cirif. Coeff. <br />= 0.47 <br />0.60 <br />0.00 <br />0.00 <br />Multi -Stage <br />= -- <br />No <br />No <br />No <br />Weir Structures <br />[A] <br />Crest Len ft <br />= 0.0 <br />Crest El. ft <br />0.00 <br />Weir Coeff. <br />= 0.00 <br />Eqn. Exp. <br />= 0-00 <br />Multi -Stage <br />= No <br />[B] [C] [D] <br />0.0 <br />0.0 <br />0.0 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0,00 <br />No <br />No <br />No <br />Tailwater Elevation = 0.00 ft <br />Nolm All outflows have been analyzed under inlet and outlet control <br />Stage 1 Storage 1 Discharge Table <br />Stage <br />Storage <br />Elevation <br />CIv A <br />Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge <br />ft <br />tuft <br />ft <br />cfs <br />cfs cfs cfs cfs cfs cfs cis cfs <br />0.00 <br />0 <br />938.00 <br />0-00 <br />--- - -- - 0.00 <br />1-00 <br />9,521 <br />939.00 <br />3.37 <br />- -- --- --- -- 3.37 <br />2.00 <br />22,447 <br />940.00 <br />7.45 <br />--- --- --. -- --_ -- 7,45 <br />3.00 <br />38,960 <br />941.00 <br />10.00 <br />- -_ _.. __ -, 10.00 <br />4.00 <br />58,879 <br />941,50 <br />11.05 <br />-- -- -� - - 11-05 <br />