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喜河水电站进水口上游围堰高程对排沙及冲渣影响的试验研究
引用本文:郑利娜,张宗孝,谭立新. 喜河水电站进水口上游围堰高程对排沙及冲渣影响的试验研究[J]. 电网与清洁能源, 2010, 26(5): 79-82
作者姓名:郑利娜  张宗孝  谭立新
作者单位:西安理工大学,西安 710048;西安理工大学,西安 710048;西安理工大学,西安 710048
摘    要:通过水工模型试验研究喜河电站厂房坝段不同围堰拆除高程对坝区水流流态、排沙及冲渣的影响,及在现有水工结构下,通过运行闸门泄洪方式能否做到机组进水口门前清,论证现状残留围堰的合理性,为喜河水电站提出合理的围堰拆除高程,也为其他类似电站围堰高程提供可借鉴的资料。

关 键 词:围堰拆除高程  排沙  冲刷量

Experimental Study on the Effects of Upstream Cofferdam Removal Elevation on Scouring and Discharge of the Xihe Hydropower Station
ZHENG Li-n,ZHANG Zong-xiao and TAN Li-xin. Experimental Study on the Effects of Upstream Cofferdam Removal Elevation on Scouring and Discharge of the Xihe Hydropower Station[J]. Power system and clean energy, 2010, 26(5): 79-82
Authors:ZHENG Li-n  ZHANG Zong-xiao  TAN Li-xin
Abstract:The effects of the upstream cofferdam with different removal elevation on flow regime, sediment discharge, flushing residue for the Xihe Hydropower Station was studied in hydraulic model experiments. The results demonstrate that the discharge gate may operate rationally to realize the inlet of generating units without sediments in the existed conditions of hydraulic structure, and cofferdam removal elevation is reasonable, which may provide reference for other similar hydropower stations.
Keywords:cofferdam removal elevation   sediment discharge   scouring amount
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