大坝稳定计算

正常水位渗流计算

57.5

2.95

▽L9.0916666670.21▽L+L73.04166667 1.18 (▽L+L)25335.085069

H121.82

H12476.1124

5738.155803

5811.197469

h k 3.189543933

465.9392095

0.01863756863.95

93.1878419

1.275817573

q0.000127582

x63.95

▽L+L-m2h k65.06780683

7.160825486

y21.63580321

18.63045607

J0.286323713

L63.95