融創(chuàng)OCF明渠流量計(jì)巴歇爾槽水位-流量查詢表
巴歇爾槽水位-流量公式：
|
類別 |
序號(hào) |
喉道寬度b(m) |
流量公式 Q=Chan (L/S) |
水位范圍 h(m) |
流量范圍 Q(L/S) |
臨界淹沒(méi)度% |
|||
|
最小 |
最大 |
最小 |
最大 |
|
|||||
|
小
型 |
1 |
0.025 |
60.4ha1.55 |
0.015 |
0.21 |
0.09 |
5.4 |
0.5 |
|
|
2 |
0.051 |
120.7ha1.55 |
0.015 |
0.24 |
0.18 |
13.2 |
0.5 |
|
|
|
3 |
0.076 |
177.1ha1.55 |
0.03 |
0.33 |
0.77 |
32.1 |
0.5 |
|
|
|
4 |
0.152 |
381.2ha1.54 |
0.03 |
0.45 |
1.50 |
111.0 |
0.6 |
|
|
|
5 |
0.228 |
535.4ha1.53 |
0.03 |
0.60 |
2.5 |
251 |
0.6 |
|
|
|
標(biāo)
準(zhǔn)
型 |
6 |
0.25 |
561ha1.513 |
0.03 |
0.60 |
3.0 |
250 |
0.6 |
|
|
7 |
0.30 |
679ha1.521 |
0.03 |
0.75 |
3.5 |
400 |
0.6 |
|
|
|
8 |
0.45 |
1038ha1.537 |
0.03 |
0.75 |
4.5 |
630 |
0.6 |
|
|
|
9 |
0.60 |
1403ha1.548 |
0.05 |
0.75 |
12.5 |
850 |
0.6 |
|
|
|
10 |
0.75 |
1772ha1.557 |
0.06 |
0.75 |
25.0 |
1100 |
0.6 |
|
|
|
11 |
0.90 |
2147ha1.565 |
0.06 |
0.75 |
30.0 |
1250 |
0.6 |
|
|
|
12 |
1.00 |
2397ha1.569 |
0.06 |
0.80 |
30.0 |
1500 |
0.7 |
|
|
|
13 |
1.20 |
2904ha1.577 |
0.06 |
0.80 |
35.0 |
2000 |
0.7 |
|
|
|
14 |
1.50 |
3668ha1.586 |
0.06 |
0.80 |
45.0 |
2500 |
0.7 |
|
|
|
15 |
1.80 |
4440ha1.593 |
0.08 |
0.80 |
80.0 |
3000 |
0.7 |
|
|
|
16 |
2.10 |
5222ha1.599 |
0.08 |
0.80 |
95.0 |
3600 |
0.7 |
|
|
|
17 |
2.40 |
6004ha1.605 |
0.08 |
0.80 |
100.0 |
6000 |
0.7 |
|
|
|
大
型 |
18 |
3.05 |
7463ha1.6 |
0.09 |
1.07 |
160.0 |
8280 |
0.8 |
|
|
19 |
3.66 |
8859ha1.6 |
0.09 |
1.37 |
190.0 |
14680 |
0.8 |
|
|
|
20 |
4.57 |
10960ha1.6 |
0.09 |
1.67 |
230.0 |
25040 |
0.8 |
|
|
|
21 |
6.10 |
14450ha1.6 |
0.09 |
1.83 |
310.0 |
37970 |
, 0.8 |
|
|
|
22 |
7.62 |
17940ha1.6 |
0.09 |
1.83 |
380.0 |
47160 |
0.8 |
|
|
|
23 |
9.14 |
21440ha1.6 |
0.09 |
1.83 |
460.0 |
56330 |
0.8 |
|
|
|
24 |
12.19 |
28430ha1.6 |
0.09 |
1.83 |
600.0 |
74700 |
0.8 |
|
|
|
25 |
15.24 |
35410ha1.6 |
0.09 |
1.83 |
750.0 |
93040 |
0.8 |
|
|
- 上一篇：融創(chuàng)OCF明渠流量計(jì)矩形堰水位-流量查詢表 2015/8/7
- 下一篇：融創(chuàng)OCF明渠流量計(jì)如何選型？ 2015/8/7
