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Typical Case

1.Pressurized pipe network constant flow calculation verification

Numerical Solution: Hardy-Croos.

2.The pressure-free transition flow calculation verification

Geometric and physical parameters are as follows.
W=0.51m,h=0.148m,L=10m,S0=0,n=0.012。
Initial conditions: Initial leve=l0.128m,Initial flow=0m3/s

3.Oval shallows wave propagation

 

4.The spread of dam break wave on the triangle water retaining structures

 

5.Yangtze River ouchi

 

6.3D flow and sediment transport calculation of Oujiang in Wenzhou

 

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