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<br />6/5/96 <br /> <br />Page 1 <br /> <br />RESERVOIR REPORT <br /> <br />RECORD NUMBER <br />STORAGE TYPE <br />DISCHARGE TYPE <br />DESCRIPTION <br />[RATING CURVE LIMIT] <br /> <br />1 <br />MAN STAGE/AREA <br />COMP STAGE/DIS <br />Pond for Kath & xtra lot <br /> <br />Minimum Elevation. . . . . . . . . . . . . . . . . . . . . . . .. = <br />Maximum Elevation......................... = <br />Elevation Increment....................... = <br /> <br />~~~ Jg ~ It ~ <br /> <br />[STAGE STORAGE INFORMATION] <br />Input file = NULL <br />Output file = NULL <br /> <br />[Manual Contour Area vs. Elevation] <br /> <br />------------------------------------------------ <br /> <br />ELEVATION CONTOUR AREA <br />(ft) (sqft) <br />------------------------------------------------ <br />940.00 2180.00 <br />942,00 4816.00 <br />943.00 11192.00 <br />[STAGE DISCHARGE INFORMATION] <br />OUTLET STRUCTURE: <br />STR # 1 <br />TYPE . CIRCULAR CONCRETE wi square edge wi headwall <br />DESCRIPTION : 12" rcp outlet <br /> <br />[Reservoir Discharge Value vs. Stage] <br />(the elevation increment is 0.2) <br /> <br />-------------------------------------------------------------------------_. <br /> <br />STAGE ELEVATION CONTOUR AREA STORAGE DISCHARGE <br />(ft) (ft) (sqft) (cuft) (cfs) <br />--------------------------------------------------------------------------. <br />0.00 938.30 0.00 0.00 0.00 <br />0.25 938.55 320.59 40.07 0.00 <br />0.50 938.80 641.18 160.29 0.00 <br />0,75 939.05 961,76 360.66 0.00 <br />1.00 939.30 1282.35 641.18 0.00 <br />1.25 939.55 1602.94 1001.84 0.00 <br />1,50 939.80 1923.53 1442.65 0.00 <br />1.75 940.05 2245.90 1963.83 0.26 <br />2.00 940,30 2575,40 2566.49 0.52 <br />2.25 940.55 2904.90 3251.53 0.78 <br />2.50 940.80 3234.40 4018.94 1.04 <br />2.75 941.05 3563.90 4868.73 1.31 <br />3,00 941.30 3893.40 5800.89 1,57 <br />3.25 941.55 4222.90 6815.43 1.83 <br />3 . 50 9 41 . 80 45 5 2 . 40"0 7 912 . 3 4 2 . 0 9 <br />3.75 942.05 5134.80 9123.24 2.35 <br />4.00 942.30 6728.80 10606.19 2.61 <br />4.25 942.55 8322.80 12487,64 2.87 <br />4,50 942.80 9916.80 14767.59 3.13 <br />4.70 943.00 11192.00 17406.19 3,34 <br />