水库调洪计算表(试算法)(P=5%)B=8M=1.546763n=
(1)
(3)(4)(5)(6)(7)(8)(9)
1.388E-17
0.8314405
1.2038466
1.9901677
3.2440083
5.505878
7.8482465
11.894723
17.322877
22.700205
27.603336
32.17492
3.40
5.57
8.73
14.02
0.00
0.02
0.05
0.08
0.05
0.52
1.35
2.17
39.12488
1.2
21.04
27.19
32.32
36.99
29.78802
34.84796
1.1
24.59461
1.759033
2.585258
0.76
0.98
1.16
1.33
0.12
0.20
0.31
0.50
0.8
0.9
1
4.219436
6.910683
10.54607
17.48395
9
10
11
12
0.2
0.3
0.4
0.5
0.6
0.7
3
4
5
6
7
8
序号时段
⊿t(小
时)
洪水过程
Q
(米3/秒)
Q1+Q2/2
(米3/秒)
1
0.1
2
0.106585
0.932809
⊿V=(5-
8)
(万米3)
(Q1+Q2)/2⊿t
(104米3)
q(试算值)
(米3/秒)
(q1+q2)/2
(米3/秒)
(q1+q2/2)⊿t
(万米3)
V=∑⊿V
万立米
0.07
0.15
0.23
0.26
0.00
0.00
0.01
0.02
0.00
0.42
1.02
1.60
0.26
0.26
0.03
0.04
14.61
20.01
25.15
29.89
2.62
4.37
6.68
9.87
0.09
0.16
0.24
0.36
0.53
0.72
0.91
1.08
0.00
0.01
0.04
0.06
1.08
1.34
q(确定值)
(米3/秒)
0.000000
0.831441
1.203847
1.990168
3.244008
5.505878
7.848247
0.56
11.894723
17.322877
22.700191
27.603309
32.174919
0.00
0.01
0.02
0.04
0.07
0.11
0.18
0.33
0.82
36.48657740.42713743.97722447.15873749.95025952.04769853.64747654.91008655.54428555.48278755.03216654.0480320
52.4885430
50.604210
48.534734
2.012.041.812.031.991.961.9055.40
54.42
52.70
50.33
1.49
1.631.741.851.931.9851.30
53.65
55.01
55.87
56.64
56.41
56.30408
56.97076
55.85308
54.94424
45.20
48.43
53.88712
51.51622
2.3
2.4
25
39.12488
43.40181
46.99426
49.8643
52.73434
54.57295
55.43852
1.7
1.8
1.9
2
2.1
2.2
20
21
22
23
24
1.2
1.3
1.4
1.5
1.6
14
15
16
17
18
19
13
41.26
0.22
0.21
(0.07)
0.18
0.14
0.11
0.08
0.04
(0.00)
(0.03)
0.25
0.24
48.55
51.00
52.85
54.28
34.33
38.46
42.20
45.57
55.23
55.51
55.26
1.24
1.38
1.52
1.64
2.82
2.82
1.99
2.00
1.75
1.84
1.90
1.95
2.78
2.59
2.70
1.59
1.83
2.05
2.26
2.44
55.482795
47.158742
49.950256
52.047708
53.647487
54.910090
55.544291
32.174919
36.486574
40.427143
43.977218
54.54
53.27
(0.11)
1.99
2.79
1.92
1.96
2.5
2.72
2.62
54.048040
55.032170
26
27
2.6
2.7
49.14531
46.77441
44.52061
47.96
1.7345.65
1.645
2.488556
50.604221
48.534726
51.55
1.86
(0.13)
2.49
49.57
1.78
(0.14)
2.35
46.3016190
44.1368390
41.9971160
39.7164430
37.5611180
35.6139080
33.7583950
32.1184760
30.5876110
29.0468350
27.4749840
25.9837630
24.581310
23.2721480
22.136314
30
31
32
33
28
29
38
39
40
41
34
35
36
37
42
2.7
2.8
2.9
3
3.1
3.2
3.3
3.4
4
4.1
4.2
3.5
3.6
3.7
3.8
35.96675
44.52061
42.38214
40.24368
38.10522
33.95527
32.50111
31.04696
29.5928
3.9
22.52496
21.62733
20.7297
28.13865
26.68449
25.23034
23.77618
41.31
1.4943.45
1.56
39.17
1.4137.04
1.3331.77
1.1430.32
1.0934.96
1.2633.23
1.2025.96
0.9324.50
0.8828.87
1.0427.41
0.9921.18
0.7623.15
0.8322.08
0.7944.136839
41.997113
39.716441
37.561124
48.534726
46.301615
29.046833
27.474985
25.983766
24.581315
35.613905
33.758390
32.118478
30.587615
23.272141
22.136312
47.42
1.71
43.07
1.55
38.64
1.39
(0.14)
2.20
45.22
1.63
(0.14)
2.06
40.86
1.47
(0.14)
1.78
(0.14)
1.92
(0.13)
1.65
34.69
1.25
(0.10)
1.43
36.59
1.32
(0.12)
1.53
32.94
1.19
(0.09)
1.33
29.82
1.07
(0.09)
1.16
31.35
1.13
28.26
1.02
(0.08)
1.07
(0.09)
1.24
26.73
0.96
(0.08)
0.99
23.93
0.86
(0.07)
0.85
25.28
0.91
22.70
0.82
(0.05)
0.80
(0.08)
0.92