水库双辅助曲线调洪演算计算程序

(104m3) (104m3) (m3/s) (m3/s) (m3/s) (m3/s) 自动计算区Р①②③④⑤⑥⑦⑧Р285.0 0.0 3504 0.0 0.0 0.0 0.0 0.0 Р285.5 38.1 3624 120.0 166.7 19.0 147.6 185.7 Р286.0 107.6 3756 252.0 350.0 53.8 296.2 403.8 Р286.5 198.2 3880 376.0 522.2 99.1 423.1 621.3 Р287.0 304.8 4021 517.0 718.1 152.4 565.7 870.5 Р287.5 426.0 4155 651.0 904.2 213.0 691.2 1117.2 Р288.0 560.0 4298 794.0 1102.8 280.0 822.8 1382.8 Р288.5 706.0 4450 946.0 1313.9 353.0 960.9 1666.9 Р289.0 862.0 4590 1086.0 1508.3 431.0 1077.3 1939.3 Р289.5 1032.0 4750 1246.0 1730.6 516.0 1214.6 2246.6 Р290.0 1205.0 4895 1391.0 1931.9 602.5 1329.4 2534.4 Р290.5 1390.0 5070 1566.0 2175.0 695.0 1480.0 2870.0 Р291.0 1582.0 5230 1726.0 2397.2 791.0 1606.2 3188.2 Р291.5 1795.0 5415 1911.0 2654.2 897.5 1756.7 3551.7 Р292.0 1995.0 5593 2089.0 2901.4 997.5 1903.9 3898.9