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采用边界层理论和临界水深理论，实现了流线形宽顶堰流的水力计算，此方法为宽顶堰流流量的计算开辟了一条新途径。
Using the theory of boundary layer and the theory of critical depth, the hydraulic calculation of streamlined wide crest weir flow is realized. This method opens up a new way for the calculation of the flow of wide crest weir.