沿线流量计算表

节点地形标高管段（m）编号管段长水头损

流量管径流速水压标高

度1000i失

(L/s)（mm）(m/s)（m）

1952.30

2051.301852.00

2151.002250.80

2349.80852.80

951.80355.00

3455.304.80

1055.005.00

1153.00753.00

1251.80852.80

1351.001555.80

1456.8039

.00

（m）19-20

625

18-21

625

22-23

625

8-9

625

3-34

875

4-10

875

5-11

875

7-12

875

8-13

1000

15-14

350

39-38

325

8.78

150

8.78

150

8.17

150

4.39

150

9.02

150

17.01

200

12.29

200

12.29

200

21.80

250

2.97

150

4.57

150

3.73

0.51

3.73

0.51

3.28

0.47

1.12

0.26

3.91

0.52

2.96

0.55

1.70

0.40

1.70

0.40

1.57

0.45

0.00

0.17

1.17

0.26

（m）

83.18

2.33

80.8581.55

2.33

79.2279.87

2.05

77.8284.25

0.70

83.5597.38

3.42

93.9694.24

2.59

91.6590.15

1.49

88.6687.20

1.49

85.7184.25

1.57

82.63.79

0.00

93.7988.95

0.38

3855.202453.80

3753.902553.50

3055.602652.75

3153.002752.00

3552.002850.403651.5033

52.80

39-38

32524-37

17525-30

75026-31

70027-35

62528-36

60036-3362.571501.221506.301509.621502006.631502001.170.260.000.072.080.3.380.551.240.342.220.382.280.470.38

88.5787.

0.00

87.84.57

1.56

83.0183.05

3.07

79.9881.

0.78

80.87

1.33

78.5577.22

1.43

75.79

10.3014.70自由水压（m）30.8829.5529.5528.2229.0728.0231.4531.72.3838.6639.4436.6536.1535.6634.2033.9131.4531.6837.9936.9934.95

33.3733.7433.31.0727.4130.3026.9829.28.8728.1525.7222.99