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机构地区:[1]广东省水利水电科学研究院
出 处:《水利水电工程设计》2008年第4期42-45,共4页Design of Water Resources & Hydroelectric Engineering
摘 要:由于潮州供水枢纽拦河闸下游河床下切,下游河道水位明显下降,造成拦河闸下游消能工出险。根据潮州供水枢纽西溪拦河闸下游消能工除险改造工程的水力模型试验资料,介绍拦河闸下游消能工除险改造优化方案试验研究成果及运行情况,供类似工程设计和运行参考。Since the river bed at downstream of Chaozhou river gate is in corroding stream condition,therefore,the water level at downstream river course dropped obviously and for this reason,risks were produced from energy dissipater at downstream of river gate. The experimental and research results and operation condition of optimized alternative of removing risks and reconstruction of energy dissipater at downstream of river gate are introduced in this article according to the experimental data of hydraulic model of removing risk and reconstruction project for energy dissipater at downstream of Xixi river gate of Chaozhou Water Supply Control Project and this will give a good reference for the design and operation for similar project in future.
关 键 词:拦河闸 河床下切 消能工 除险改造 试验研究 潮州供水枢纽工程
分 类 号:TV653[水利工程—水利水电工程]
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