根据水流运动相似率和物理模型设计原则，开展了入海水道分洪枢纽的整体水工模犁试验研究，验证了二河新闸水力计算成果的合理性。
According to the similarity rules of flow and the principles of physical model design , the integral hydraulic model of this flood diversion project is developed . This validated the rationality of hydraulic calculation .
二河闸