管段 编号 转输面 本段汇入 集流时 暴雨强度 流量(m 管高 管宽 坡 流速 管长 管内时 管内底标高(m)
序号 起点 终点 积(ha) 面积(ha) 间(分) l/s.ha **3/s) (mm) (mm) 度 (m/s) (m) 间(分) 起点 终点
27 20 21 .0000 .3000 5.00 226.32 .0204 300 0 .00200 .612 30.00 .82 48.67 48.61
26 21 22 .3000 .3000 6.63 207.87 .0374 300 0 .00200 .612 30.00 .82 48.61 48.55
25 22 23 .6000 .3000 8.27 192.55 .0520 300 0 .00300 .749 30.00 .67 48.55 48.46
24 23 6 .9000 .3000 9.60 181.83 .0655 300 0 .00500 .967 30.00 .52 48.46 48.31
23 24 25 .0000 .3000 5.00 226.32 .0204 300 0 .00200 .612 30.00 .82 48.67 48.61
22 25 26 .3000 .3000 6.63 207.87 .0374 300 0 .00200 .612 30.00 .82 48.61 48.55
21 26 27 .6000 .3000 8.27 192.55 .0520 300 0 .00300 .749 30.00 .67 48.55 48.46
20 27 28 .9000 .3000 9.60 181.82 .0655 300 0 .00500 .967 30.00 .52 48.46 48.31
19 28 9 1.2000 .3000 10.64 174.41 .0785 400 0 .00150 .642 45.78 1.19 48.21 48.14
18 1 2 .0000 .3000 5.00 226.32 .0204 300 0 .00200 .612 30.00 .82 48.67 48.61
17 2 3 .3000 .3000 6.63 207.87 .0374 300 0 .00200 .612 30.00 .82 48.61 48.55
16 3 4 .6000 .3000 8.27 192.55 .0520 300 0 .00300 .749 30.00 .67 48.55 48.46
15 4 5 .9000 .3000 9.60 181.82 .0655 300 0 .00500 .967 30.00 .52 48.46 48.31
14 5 6 1.2000 .3000 10.64 174.41 .0785 400 0 .00150 .642 30.00 .78 48.21 48.17
13 6 7 2.7000 .3000 12.20 164.45 .1480 450 0 .00300 .982 14.03 .24 48.12 48.07
12 7 8 3.0000 .3000 12.67 161.66 .1600 450 0 .00350 1.061 48.00 .75 48.07 47.90
11 8 9 3.3000 .3000 14.18 153.50 .1658 450 0 .00350 1.061 19.03 .30 47.90 47.84
10 9 10 5.1000 .3000 14.78 150.52 .2438 500 0 .00450 1.290 30.00 .39 47.79 47.65
9 10 11 5.4000 .3000 15.55 146.84 .2511 500 0 .00450 1.290 30.00 .39 47.65 47.52
8 11 12 5.7000 .3000 16.33 143.37 .2581 500 0 .00500 1.360 30.00 .37 47.52 47.37
7 12 13 6.0000 .3000 17.06 140.25 .2651 600 0 .00200 .971 30.00 .51 47.27 47.21
6 13 14 6.3000 .3000 18.09 136.12 .2695 600 0 .00200 .971 30.00 .51 47.21 47.15
5 14 15 6.6000 .3000 19.12 132.27 .2738 600 0 .00200 .971 30.00 .51 47.15 47.09
4 15 16 6.9000 .3000 20.15 128.66 .2779 600 0 .00250 1.086 30.00 .46 47.09 47.01
3 16 17 7.2000 .3000 21.07 125.61 .2826 600 0 .00250 1.086 30.00 .46 47.01 46.94
2 17 18 7.5000 .3000 22.00 122.73 .2872 600 0 .00250 1.086 30.00 .46 46.94 46.86
1 18 19 7.8000 .3000 22.92 119.99 .2916 600 0 .00250 1.086 30.00 .46 46.86 46.79

挺好！现在在学习这方面的作法！可以借鉴！谢谢！
下来看看，研究研究！

希望能传完整点的

下载看一下，正在做这方面的！谢谢楼主，辛苦了。

3Q

我也正需要这样的图纸,有相似的工程正在做设计,有很大参考价值

我也正需要这样的图纸,有相似的工程正在做设计,有很大参考价值。同感

谢谢楼主的奉献！！！！！！！！！！！！！！！！！！！！！！！！！

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