给水管网流量的计算过程
居民生活用水变化百分数％
居民用水量m 3
变化系数酒厂高温车间（m3）变化系数酒厂一般车间（m3）0～1 4.051269.23
12.050.7012.500.521～2 4.071275.50
12.050.7012.500.522～3 4.341360.11
12.050.7018.750.783～4 4.291344.44
12.050.70 6.250.264～5 4.121291.17
12.050.7012.500.525～6 4.281341.31
12.050.7012.500.526～7 6.061899.14
31.300.9137.500.7816.677～8 6.211946.15
12.050.70 6.250.268～9 6.081905.41
12.050.7012.500.529～10 5.801817.66
12.050.7012.500.5210～11 4.921541.88
12.050.7018.750.7811～12 4.011256.69
12.050.70 6.250.2612～13 1.16363.53
12.050.7012.500.5213～14 1.18369.80
12.050.7012.500.5214～15 1.26394.87
31.300.9137.500.7816.6715～16 1.25391.74
12.050.70 6.250.2616～17 1.62507.69
12.050.7012.500.5217～18 4.301347.58
12.050.7012.500.5218～19 5.201629.63
12.050.7018.750.7819～20 5.501723.65
12.050.70 6.250.2620～21 5.351676.64
12.050.7012.500.5221～22 5.231639.03
12.050.7012.500.5222～23 4.801504.27
31.300.9237.500.7816.6623～24 4.921541.88
12.050.70 6.250.26累计
31339.00
17.5012.5050.0031339.0017.5012.5050.00高温车间生活用水一般车间生活用水酒厂淋浴用水（m3）时间居民生活用水
酒厂用水
0.70+0.52+1700+0.34+0.58+1360+0.74+0.23
+1.25+937.5+13.34+1.5+6.25+12.5+3.13+37.5+12.5=6277.
变化系数食品厂高温车间（m3）变化系数食品厂一般车间（m3）
1.50375.001
2.050.3412.500.58 1.50
1.50375.001
2.050.3412.500.58 1.50
1.50375.001
2.050.3418.750.88 1.50
1.50375.001
2.050.34 6.250.29 1.50
1.20300.001
2.050.3412.500.58 1.20
1.20300.001
2.050.3412.500.58 1.20
4.201050.0031.300.4437.500.8812.27 4.20
6.801700.0012.050.34 6.250.29 6.80
6.801700.0012.050.3412.500.58 6.80
6.801700.0012.050.3412.500.58 6.806.001500.0012.050.3418.750.88 6.006.001500.0012.050.34 6.250.29 6.005.001250.0012.050.3412.500.58 5.005.001250.0012.050.3412.500.58 5.005.001250.0031.300.443
7.500.8712.27 5.00
5.801450.0012.050.34
6.250.29 5.80
5.801450.0012.050.3412.500.58 5.805.001250.0012.050.3412.500.58 5.005.001250.0012.050.3418.750.88 5.00
4.601150.0012.050.34 6.250.29 4.60
4.601150.0012.050.3412.500.58 4.60
4.601150.0012.050.3412.500.58 4.60
3.40850.0031.300.4337.500.8712.26 3.40
1.20300.001
2.050.34 6.250.29 1.20
25000.008.4014.0036.80
25000.008.4014.0036.80
高温车间生活用水一般车间生活用水企业生产用水变化百分数％酒厂生产用水（m3）食品厂用水
食品厂淋浴用水m3企业生产用水变化百分数％
60+0.74+0.23+937.5+0.78+1250+0.42
12.5+3.13+37.5+12.5=6277.28(m3/h）=1743.69(L/s)
变化系数工艺厂高温车间（m3）变化系数工艺厂一般车间（m3）
变化系数300.00
300.00
300.00
300.00 6.25240.0012.50240.0012.50840.0012.050.74 6.250.12937.5018.751360.0012.050.7412.500.23937.50 6.251360.0012.050.7412.500.23937.5012.501360.0012.050.7418.750.35937.5012.501200.0012.050.74 6.250.12937.5037.501200.0012.050.7412.500.23937.50 6.251000.0012.050.7412.500.23937.5012.501000.0031.300.9637.500.3513.50937.5012.501000.0012.050.74 6.250.12937.5018.751160.0012.050.7412.500.23937.50 6.251160.0012.050.7412.500.23937.5012.501000.0012.050.7418.750.35937.5012.501000.0012.050.74 6.250.12937.5037.50920.0012.050.7412.500.23937.50
920.0012.050.7412.500.23937.50
920.0031.300.9637.500.35937.50
680.0013.50
240.00
20000.0012.24 3.7527.0015000.0020000.0012.24 3.75
工艺厂用水
生活用水工艺品厂淋浴用水m3工艺品厂生产用水（m3）肉联厂生活食品厂生产用水（m3）
（m3）变化系数机械厂高温车间（m3）变化系数机械厂一般车间（m3）0.39
1250.000.78
1250.000.78
1250.001.17
1250.0012.050.42 6.250.630.39
1250.0012.050.4212.50 1.250.78
1250.0012.050.4212.50 1.250.78
1250.0012.050.4218.75 1.881.17
1250.0012.050.42 6.250.630.39
10.001250.0012.050.4212.50 1.2522.000.78
1250.0012.050.4212.50 1.250.78
1250.0031.300.5537.50 1.871.17
1250.0012.050.42 6.250.630.39
1250.0012.050.4212.50 1.250.78
1250.0012.050.4212.50 1.250.78
1250.0012.050.4218.75 1.881.171250.00
12.050.42 6.250.6310.0012.05
0.4212.50 1.2522.00
12.05
0.4212.50 1.2531.300.5537.50 1.8812.50
20.0020000.007.0020.0044.00
12.5020000.007.0020.00机械厂用水肉联厂用水
机械厂淋浴用水m3厂生活用水
肉联厂淋浴用水（m3）肉联厂生产用水（m3）生活用水
医院
影院中学宾馆火车站师专幼儿园13.33
1.501
2.501
3.33
1.501
2.501
3.33
1.501
2.501
3.33
1.501
2.501
3.33
1.501
2.501
3.33
1.501
2.50937.501
3.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.50937.5013.33
1.50 6.251
2.50
3.1337.5012.5013.33
1.501
2.501
3.33
1.501
2.5015000.00320.00
36.00100.00300.0050.00600.00200.00
320.00公共建筑物用水
机械厂生产
用水（m3）
道路浇撒绿化用水
该时段内的用水量百分数%1379.10
3352.81 2.031379.10
3359.08 2.031379.10
3444.24 2.081379.10
4677.86 2.831379.10
4490.53 2.711379.10
4540.67 2.74312.231379.10
8727.20 5.2710290.30312.231379.10
9913.82 5.99312.21416.301379.10
10290.30 6.22312.23416.301379.10
10203.31 6.171379.10
8838.46 5.341379.10
8584.13 5.191379.10
7209.91 4.361379.10
7230.77 4.371379.10
7270.69 4.391379.10
7597.17 4.59312.231379.10
8026.30 4.85312.231379.10
8506.93 5.14312.21416.301379.10
9204.72 5.56312.23416.301379.10
7899.22 4.771379.10
7092.23 4.291379.10
7055.72 4.261379.10
4486.13 2.711379.10
3489.91 2.112497.801665.2033098.43
165492.10100.002497.801665.20
33098.43165492.10100.000.70+0.52+1700+0.34+0.58+1360+0.74+0.23+937.5+0.78+1250+0.42
市政用水
未预见水量
每小时用水量
+1.25+937.5+13.34+1.5+6.25+12.5+3.13+37.5+12.5=6277.28(m3/h）=1743.
清水池调节容积%
无水塔有水塔100～1 2.03 2.70 4.17-2.14-1.47-0.679.33max 1～2 2.03 2.70 4.16-2.13-1.46-0.678.66min 2～3 2.08 2.70 4.17-2.09-1.47-0.628.04水塔调节3～4 2.83 2.70 4.17-1.34-1.470.138.16A14～5 2.71 2.70 4.16-1.45-1.460.018.18A25～6 2.74 2.70 4.17-1.43-1.470.048.226～7 5.27 4.90 4.17 1.100.730.378.597～8 5.99 4.90 4.16 1.830.74 1.099.688～9 6.22 4.90 4.17 2.050.73 1.3211.009～10 6.17 4.90 4.17 2.000.73 1.2712.2710～11 5.34 4.90 4.16 1.180.740.4412.7111～12 5.19 4.90 4.17 1.020.730.2913.0012～13 4.36 4.90 4.170.190.73-0.5412.4513～14 4.37 4.90 4.160.210.74-0.5311.9214～15 4.39 4.90 4.170.220.73-0.5111.4215～16 4.59 4.90 4.170.420.73-0.3111.1116～17 4.85 4.90 4.160.690.74-0.0511.0617～18 5.14 4.90 4.170.970.730.2411.3018～19 5.56 4.90 4.17 1.390.730.6611.9619～20 4.77 4.90 4.160.610.74-0.1311.8320～21 4.29 4.90 4.170.120.73-0.6111.2221～22 4.26 4.90 4.170.090.73-0.6410.5822～23 2.71 2.70 4.16-1.45-1.460.0110.5923～24 2.11 2.70 4.17-2.06-1.47-0.5910.00
累计100.0010010014.0911.73 4.96清水池和水塔调节容积计算
时间用水量%二级泵站供水量%一泵站供水量%水塔调节
容积%
m3/h）=1743.69(L/s)
13.00
8.04
4.96
2.70
4.90
0.70+0.52+1700+0.34+0.58+1360+0.74+0.23+937.5+0.78+1250+0.42
+1.25+937.5+13.34+1.5+6.25+12.5+3.13+37.5+12.5=6277.28(m3/h）=1743.69(L/s)
(L/s)