渠道水文计算

输入输入输入计算计算计算输入计算计算计算计算1.71

10.10 1.0013.5214.9420.200.020.04 1.3530.04 4.691.72

10.10 1.0013.5414.9620.330.020.04 1.3630.07 4.701.73

10.10 1.0013.5614.9920.470.020.04 1.3730.09 4.721.74

10.10 1.0013.5815.0220.600.020.04 1.3730.12 4.731.75

10.10 1.0013.6015.0520.740.020.04 1.3830.14 4.751.76

10.10 1.0013.6215.0820.870.020.04 1.3830.16 4.761.77

10.10 1.0013.6415.1121.010.020.04 1.3930.19 4.781.78

10.10 1.0013.6615.1321.150.020.04 1.4030.21 4.791.79

10.10 1.0013.6815.1621.280.020.04 1.4030.23 4.811.80

10.10 1.0013.7015.1921.420.020.04 1.4130.26 4.821.81

10.10 1.0013.7215.2221.560.020.04 1.4230.28 4.831.82

10.10 1.0013.7415.2521.690.020.04 1.4230.30 4.851.83

10.10 1.0013.7615.2821.830.020.04 1.4330.32 4.861.84

10.10 1.0013.7815.3021.970.020.04 1.4430.35 4.881.85

10.10 1.0013.8015.3322.110.020.04 1.4430.37 4.891.86

10.10 1.0013.8215.3622.250.020.04 1.4530.39 4.911.87

10.10 1.0013.8415.3922.380.020.04 1.4530.41 4.921.88

10.10 1.0013.8615.4222.520.020.04 1.4630.43 4.941.89

10.10 1.0013.8815.4522.660.020.04 1.4730.46 4.951.90

10.10 1.0013.9015.4722.800.020.04 1.4730.48 4.961.91

10.10 1.0013.9215.5022.940.020.04 1.4830.50 4.981.9210.10 1.0013.9415.5323.080.020.04 1.4930.52 4.99

水力半径R 谢才系数C 流速V(m/s)湿周X(m)过水断面面积A(m 2)渠道比降 i 综合糙率n 水深

h （m)

渠底糙率n 边

0.015底宽b(m)边坡系数m 水面宽B(m)渠道流量计算表

边墙糙率n

0.015

流量Q(m3)

计算

94.65

95.59

96.54

97.48

98.43

99.39

100.35

101.31

102.28

103.25

104.22

105.20

106.18

107.17

108.16

109.15

110.15

111.15

112.16

113.17

114.18

115.20