gh1.dat

孔隙介质中的轴对称渗流以及平面渗流计算方法。

gh1.dat
97,70,2,10,1,0,1.0,13,55,0.85,40,0.5
1,0.0668,0.0668
2,0.01,0.01
1,0,1,0.0,0.0,68.0
2,1,0,22.8,0.0,0.0
11,0,0,228.0,0.0,0.0
12,1,1,20.8,13.0,55.0
17,0,1,108.8,68.0,0.0,
18,1,0,39.5,13.0,0.0
23,0,0,110.15,68.0,0.0
24,1,0,58.2,13.0,0.0
29,0,0,111.5,68.0,0.0
30,1,0,76.9,13.0,0.0
35,0,0,112.85,68.0,0.0
36,1,0,96.5,13.0,0.0
41,0,0,114.2,68.0,0.0
42,1,0,114.3,13.0,0.0
47,0,0,115.55,68.0,0.0
48,1,0,133.0,13.0,0.0
53,0,0,116.9,68.0,0.0
54,1,0,151.7,13.0,0.0
59,0,0,118.25,68.0,0.0
60,1,0,170.4,13.0,0.0
65,0,0,119.6,68.0,0.0
66,1,0,189.1,13.0,0.0
71,0,0,120.95,68.0,0.0
72,1,1,207.8,13.0,0.0
77,0,0,122.3,68.0,0.0
78,1,0,245.2,0.0,0.0
87,0,0,400.0,0.0,0.0
88,1,1,227.02,13.0,0.0
97,0,1,400.0,13.0,0.0
1,1,2,18,12,1,0.0
2,2,3,24,18,1,0.0
3,3,4,30,24,1,0.0
4,4,5,36,30,1,0.0
5,5,6,42,36,1,0.0
6,6,7,48,42,1,0.0
7,7,8,54,48,1,0.0
8,8,9,60,54,1,0.0
9,9,10,66,60,1,0.0
10,10,11,72,66,1,0.0
11,12,18,19,13,2,0.0
15,16,22,23,17,2,0.0
16,18,24,25,19,2,0.0
20,22,28,29,23,2,0.0
21,24,30,31,25,2,0.0
25,28,34,35,29,2,0.0
26,30,36,37,31,2,0.0
30,34,40,41,35,2,0.0
31,36,42,43,37,2,0.0
35,40,46,47,41,2,0.0
36,42,48,49,43,2,0.0
40,46,52,53,47,2,0.0
41,48,54,55,49,2,0.0
45,52,58,59,53,2,0.0
46,54,60,61,55,2,0.0
50,58,64,65,59,2,0.0
51,60,66,67,61,2,0.0
55,64,70,71,65,2,0.0
56,66,72,73,67,2,0.0
60,70,76,77,71,2,0.0
61,11,78,88,72,1,0.0
62,78,79,89,88,1,0.0
70,86,87,97,96,1,0.0
23,37.90
29,45.90
35,56.83
41,72.16
47,88.70
53,106.32
59,121.31
65,132.73
71,141.09
77,147.25
8
6,1,11,12,13,14,15
6,2,16,17,18,19,20
6,3,21,22,23,24,25
6,4,26,27,28,29,30
6,5,31,32,33,34,35
6,6,36,37,38,39,40
6,7,41,42,43,44,45
6,8,46,47,48,49,50

作业
1. 画出浸润线位置；
2. 计算渗漏量
3. 大致确定坝内的渗透坡降