小型水库调洪验算计算表格程序

Z7580859095100105 V0.5410234577.5119 K0.7 1.2 2.6 4.4 6.58.3 h0122436486072 Q2101407102791316532 m1B h

1.645116

Z116118120122124126128 H024681012 q10203.64685761058.1795691629.1742276.842992.983795 q210101********* q10213.64685861068.1795691639.1742286.843002.983795 Kzv16.716.716.716.716.720.920.9 V250.7284.1317.5350.9384.3421.9463.7 Kqv0.1640090.08970.06926880.0584940.0580550.058368159 t▽t Q Q1+Q2/2Q1+Q2/2*▽t q q1+q2/2q1+q2/2*▽t 01010

121214075 3.2427.2988318.649420.402827386 241271042518.36135.240481.269611.755423608 3612279494.521.3624282.899209.06974.515905502 4812250264.511.4264213.6468248.27295.362694212 480131190.58.229624581335.8230

115125135

234401610

11.516.720.9 Array 8496

1510

130132134

141618 3771.59146085498.462

101010 3781.59146185508.462

20.920.920.9

505.5547.3589.1

0.0536860.0499760.046942

V Z V1▽V 250.7116

253.5372116.2403253.5372

270.1417117.7394270.1417 286.9882119.7903286.9882 293.0519118.8284285.7401 301.2815150565.3689