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软基水闸下游河道河床的抗冲刷能力较低，且水闸的泄洪水流条件较复杂，其泄洪消能防冲问题是工程设计和运行极为关心的问题。通过对水闸下游河道消能水位选取、消力池尾坎顶高程、池深、池长及下游海漫段布置等分析，得出了水闸下游消能工布置的优化方法。本文成果可供类似工程设计和运行参考。
软基水闸泄流消能防冲研究
【摘 要】
：
软基水闸下游河道河床的抗冲刷能力较低，且水闸的泄洪水流条件较复杂，其泄洪消能防冲问题是工程设计和运行极为关心的问题。通过对水闸下游河道消能水位选取、消力池尾坎顶高程、池深、池长及下游海漫段布置等分析，得出了水闸下游消能工布置的优化方法。本文成果可供类似工程设计和运行参考。
【机 构】
：
广东省水利水电科学研究院,广州 510635 广东省水动力学应用研究重点实验室,广州510635
【出 处】
：
广东省水利水电科学研究院2014年度第二十七届科研成果学术论文报告会
【发表日期】
：
2015年3期
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