闸墙长廊道输水系统侧支孔均匀布置的水力特性
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Hydraulic characteristics of long-culvert filling and emptying system with uniformly arranged side branch orifice inside lock wall
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    摘要:

    闸墙长廊道输水系统侧支孔出流不均匀是造成闸室水体流动和闸室水面波浪运动的主要原因。为研究侧支孔均匀布置的水力特性分布规律,通过CFD数值模拟方法分析输水方式、水头差和阀门开启时间对侧支孔出流的影响。结果表明,闸室输水过程中,各支孔流量先增大后减小、支孔流量分配的相对差异也先扩大后减小;闸室灌水时,各支孔流量分配呈由上游至下游逐渐增大然后再稍有减小的趋势,支孔最大流量大致分布在侧支孔出水段的后13区域;闸室泄水时,各支孔流量分配从上游至下游逐渐增大;闸室输水时间与水头差和阀门开启时间成正比,闸室灌水比泄水的输水时间稍短。

    Abstract:

    The uneven flow of side orifice outlet of the long-culvert filling and emptying system inside the lock wall is the main reason for the overall flow and the wave motion in the lock chamber.In order to study the hydraulic characteristics of the side branch orifice in the uniform arrangement,we analyze the influence of water delivery mode,water head and valve opening time on the outflow of the side branch orifice by CFD numerical simulation.The results show that with the increase of filling and emptying time,the flow rate of each branch orifice increases first and then decreases,and the relative difference of flow distribution between branch orifices also presents a similar trend.When the lock chamber is filling,the flow distribution between branch orifices gradually increases from upstream to downstream and then decreases slightly at the end,and the branch orifice with maximum flow rate is roughly located in the latter 13 of the outlet section.When the lock chamber is emptying,the flow distribution between branch orifices increases gradually from upstream to downstream.The filling and emptying time of lock chamber is proportional to the water head and the valve opening time,and the filling time is slightly shorter than the emptying time when all others are same.

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齐春风,冯小香,李君涛,等.闸墙长廊道输水系统侧支孔均匀布置的水力特性[J].水运工程,2019(5):102-108.

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  • 在线发布日期: 2019-05-15
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