小型水库调洪验算计算表格程序资料.xls

Z7580859095100105V0.5410234577.5119K0.71.22.64.46.58.3h0122436486072Q2101407102791316532m1Bh1.645116Z116118120122124126128H024681012q10 203.64685761058.179569 1629.1742276.84 2992.983795q210101010101010q10 213.6468586 1068.179569 1639.1742286.84 3002.983795Kzv16.716.716.716.716.720.920.9V250.7284.1317.5350.9384.3421.9463.7Kqv0.1640090.08970.0692688 0.058494 0.058055 0.058368159ttQQ1+Q2/2 Q1+Q2/2*t qq1+q2/2q1+q2/2*t010101212140753.24 27.29883 18.64942 0.402827386241271042518.36 135.2404 81.26961 1.7554236083612279494.521.3624282.899 209.0697 4.5159055024812250264.511.4264 213.6468 248.2729 5.362694212480131190.58.22962458 1335.823011512513523440161011.516.720.9849615101301321341416183771.5914608 5498.4621010103781.5914618 5508.46220.920.920.9505.5547.3589.10.053686 0.049976 0.046942VZV1V250.7116253.5372 116.2403 253.53720270.1417 117.7394 270.14170286.9882 119.7903 286.98820293.0519 118.8284 285.7401-7.31185301.2815150 565.3689 264.0874库容曲线与蓄泻曲线1401351301251201151101050100020003000400050006000水位Z库容V或泄流qqV库容曲线与蓄泻曲线1401351301251201151101050100020003000400050006000水位Z库容V或泄流qqV库容曲线与蓄泻曲线1401351301251201151101050100020003000400050006000水位Z库容V或泄流qqV