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结合广东惠州液化天然气电厂取排水系统工程实际,对电厂取水口至泵房过渡前池引水箱涵的水力特性进行了物理模型试验研究,分析了恒定正常工况和暂态工况的水力参数变化规律。试验结果可为工程设计提供技术依据,同时对类似的工程具有一定的参考价值。
Based on the actual drainage and drainage system in Huizhou liquefied natural gas power plant in Guangdong, the hydraulic characteristics of diversion cased culverts at the intake of the power plant to the transitional pool of the pump room were studied by physical model. The hydraulic parameters of the normal and transient conditions were analyzed. law. The test results can provide technical basis for engineering design, and at the same time have some reference value for similar projects.