同时计算亦表明，对于闸站合建枢纽此类侧向进水流动，底坎、底坡整流效果不大。
The results of the simulation also show that it is not suitable to install bottom sill or bottom slope in the project which have side-inflow forebay for improving the flow pattern.
同时计算亦表明，对于闸站合建枢纽此类侧向进水流动，底坎、底坡整流效果不大。
The results of the simulation also show that it is not suitable to install bottom sill or bottom slope in the project which have side-inflow forebay for improving the flow pattern.
应用推荐