项目

设计洪峰流量(m³/s)

P = 0.5%

P = 1%

P = 2%

P = 3.33%

P = 5%

P = 10%

P = 20%

P = 33.3%

P = 50%

洪峰流量(m³/s)

4050

3520

3000

2630

2330

1840

1360

1110

802