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斐济南德瑞瓦图水电站大坝工程导流设计

River Diversion Design of Dam Project at Nadarivatu Hydropower Station in Fiji
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摘要 斐济南德瑞瓦图水电站大坝工程施工导流是整个项目的难点和关键点之一,坝址区河谷属于典型的山区"V"型河谷,两岸均为高达数百米的陡峭岩壁,场地狭窄,施工导流布置非常困难。项目部经过多次进行方案调整和优化,最终采取了适当降低枯期导流标准、分期导流、冲沙底孔过流的方案,成功解决了大坝施工导流难题,顺利完成了大坝二枯的施工,取得了良好的社会和经济效益。 River diversion during construction of dam project at Nadarivatu hydropower station in Fiji is one of difficulties and key points in the whole project.The valley in the dam site is a typical V-shaped valley with steep slopes up to hundreds of meters in both banks.The site is narrow and construction river diversion layout is very difficult.After many times of scheme modifications and optimizations,the scheme of properly reducing river diversion standard during low flow period,stage diversion construction and flow passing through sand-flushing outlet is finally adopted,which well solves difficult dam construction river diversion problems,successfully completes dam construction in the second dry season and gains better social and economic benefits.
作者 王强 王治烘
出处 《四川水力发电》 2011年第4期25-28,164,共4页 Sichuan Hydropower
关键词 大坝工程 导流设计 冲沙底孔过流 南德瑞瓦图水电站 dam construction river diversion design flow passing sand-flushing outlet.
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  • 1DL/T5087-1999 水电水利工程围堰设计导则

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