防洪标准调洪结果.txt

调洪演算程序

来水过程	下泄能力	下泄过程	水库蓄水量	水库水位
16500	14715	14715	16.981	98
27000	16930	16930	18.2613	99.1878
28600	20646.5	18000	20.4937	101.105
27000	23940.2	18000	22.6105	102.735
26900	27098.5	18000	24.5437	104.191
29900	30350	18000	26.7901	105.632
33700	35203.1	18000	29.7709	107.554
34600	40794.7	18000	33.2593	109.582
33300	46087.7	18000	36.7045	111.372
33200	51025.5	18000	39.9985	112.961
33900	55902.2	18000	43.3573	114.462
34500	57511	18000	46.8565	115.913
37500	57511	18000	50.7445	117.398
43000	57511	18000	55.5505	119.133
50300	57511	18000	61.7389	121.297
55900	57511	18000	69.3205	123.948
51200	57511	18000	76.9993	126.633
46900	57511	18000	83.7061	128.978
42000	57511	18000	89.4193	130.975
38600	57511	18000	94.2361	132.659
35800	57511	18000	98.3833	134.11
33200	57511	18000	101.947	135.356
30200	57511	18000	104.907	136.39
28400	57511	18000	107.347	137.244
26800	57511	18000	109.421	137.969
25500	57511	18000	111.181	138.584
24400	57511	18000	112.683	139.109
23000	57511	18000	113.914	139.54
21500	57511	18000	114.832	139.861
20000	57511	18000	115.426	140.068
18800	57511	18000	115.728	140.174
17400	57511	17400	115.728	140.174
17000	57511	17000	115.728	140.174
16600	57511	16600	115.728	140.174
17400	57511	17400	115.728	140.174
19600	57511	18000	115.901	140.235
22800	57511	18000	116.592	140.476
24100	57511	18000	117.769	140.888
23100	57511	18000	118.979	141.311
21600	57511	18000	119.919	141.639
20400	57511	18000	120.567	141.866
19300	57511	18000	120.966	142.006
18000	57511	14920	121.107	142.055
17200	57511	14400	121.353	142.141
16500	57511	14080	121.493	142.19
防洪高水位水位-9.25596e+061
防洪库容103.985