管路損耗參考表
時(shí)間:2022-12-13 點(diǎn)擊次數(shù):
管徑(mm) |
25 |
38 |
50 |
65 |
75 |
100 |
125 |
150 |
175 |
200 |
250 |
300 |
流量(L/S) |
1 |
3.27 |
3.5 |
0.8 |
|
|
|
|
|
|
|
|
|
2 |
13.0 |
14 |
3.1 |
0.8 |
0.4 |
|
|
|
|
|
|
|
4 |
|
55 |
13 |
3.2 |
1.6 |
0.4 |
|
|
|
|
|
|
6 |
|
|
29 |
7.1 |
3.3 |
0.8 |
0.23 |
|
|
|
|
|
8 |
|
|
|
13 |
5.9 |
1.3 |
0.4 |
0.16 |
|
|
|
|
10 |
|
|
|
20 |
9.6 |
2.1 |
0.63 |
0.26 |
0.11 |
|
|
|
|
|
15 |
|
|
21.6 |
6.8 |
1.3 |
0.58 |
0.27 |
0.13 |
|
|
|
|
20 |
|
|
|
8.6 |
2.7 |
1.1 |
0.5 |
0.26 |
0.07 |
|
|
|
|
25 |
|
|
13 |
4.1 |
1.6 |
0.74 |
0.37 |
0.12 |
|
|
|
|
30 |
|
|
19.4 |
5.9 |
2.3 |
1.05 |
0.53 |
0.18 |
0.07 |
|
|
|
|
40 |
|
|
10.7 |
4.2 |
1.9 |
0.93 |
0.30 |
0.12 |
|
|
|
|
50 |
|
|
|
6.4 |
2.9 |
1.5 |
0.48 |
0.19 |
|
|
|
|
|
60 |
|
|
9.4 |
4.3 |
2.1 |
0.68 |
0.27 |
|
|
|
|
|
70 |
|
|
|
5.8 |
2.9 |
0.93 |
0.37 |
|
|
|
|
|
|
80 |
|
|
7.7 |
3.7 |
1.2 |
0.49 |
|
|
|
|
|
|
90 |
|
|
9.6 |
4.7 |
1.5 |
0.6 |
|
|
|
|
|
|
|
100 |
|
|
6.1 |
1.9 |
0.76 |
|
|
|
|
|
|
|
110 |
|
|
7.2 |
2.3 |
0.9 |
|
|
|
|
|
|
|
|
120 |
|
8.5 |
2.8 |
1.1 |
|
|
|
|
|
|
|
|
130 |
|
|
3.3 |
1.3 |
直管摩擦損失表(供估計(jì)用)
管100m直管損失米數(shù)
(以新鑄管為標(biāo)準(zhǔn),舊管加倍) |
140 |
|
3.7 |
1.5 |
160 |
|
4.9 |
2.0 |
|
180 |
5.2 |
2.4 |
|
200 |
|
3.0 |
|
閥及彎管折合直管長(zhǎng)度(每個(gè)) |
種類(lèi) |
折合直管直徑倍數(shù) |
備注 |
全開(kāi)閘閥 |
12 |
未暢開(kāi)加倍 |
標(biāo)準(zhǔn)彎管 |
25 |
|
逆止閥 |
100 |
|
底閥 |
100 |
部分堵塞加倍 |
|
一定管路直徑之最大流量限制 |
管路直徑(mm) |
最大流量(L/S) |
最大流速(m/s) |
管路直徑(mm) |
最大流量(L/S) |
最大流速(m/s) |
25 |
1 |
2.04 |
125 |
30.0 |
2.44 |
38 |
2.5 |
1.69 |
150 |
43.0 |
2.45 |
50 |
4.17 |
2.12 |
175 |
60.0 |
2.49 |
65 |
6.67 |
2.01 |
200 |
83.3 |
2.69 |
75 |
10.0 |
2.26 |
250 |
133.3 |
2.72 |
100 |
18.4 |
2.33 |
300 |
192.0 |
2.71 |
|
|