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该文利用具体工程实例的物理模型,进行了多组优化试验研究,探讨了前池通过箱涵侧向垂直引水的水流流态的均匀性及稳定性,以及相应的流态改善措施,从而归纳出较为有利的布置形式。
In this paper, the physical model of a concrete project is used to conduct a series of optimization experiments. The uniformity and stability of the water flow in the forecourt through the lateral vertical inflow of the box culvert are discussed, and the corresponding fluid flow improvement measures are summarized, A more favorable layout.