在计算中，溢流坝段闸墩其它部位结构相连接处采用非协调网格，并且应用局部非协调网格协调位移解法进行计算。
In the calculating, the local incompatible mesh was adopted at the joint of the pier and other structure, then apply compatible displacement method of local incompatible mesh to calculate.
其实闸门开启过程中的出闸水流属非恒定流。
In fact, however, in the process of sluice opening, the outflow is unsteady flow.
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