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Rehabilitation of Sefidrud Reservoir, Iran

机译:伊朗塞德鲁德水库的康复

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摘要

Sefidrud buttress Dam with a height of 105 m was designed in 1959 and commissioned in 1963. The dam is located on Sefidrud river, downstream of confluence of Qezelowzan and Shahrud rivers, some 250km north-west of Tehran. The main purpose of the project was regulating water for irrigation demands. In 1980 after 17 years of operation, about 700 mcm of Sediment deposited in the reservoir, reducing the storage capacity from 1760 to 1050 mcm, corresponding to 40% loss of capacity. Reservoir Sedimention in such extent had negative impact on regulated water. This phenomenon necessitated changing mode of reservoir operation from normal to desiltation. Desiltation operation started since 1980 and it is being continued. During the first 10 years (1980―89) of desiltation period, 175 mcm of deposited sediment was removed from the reservoir. This paper contains a review of the results of desiltation works carried out at Sefidrud Reservoir, emphasizing on diversion technique as supplementary measure to flushing.
机译:高度为105米的Sefidrud Buttress大坝于1959年设计,并于1963年委托。该大坝位于Sefidrud River,Qezelowzan和Shahrud Rivers的汇流下游,约250公里西北部的德黑兰。该项目的主要目的是调节灌溉需求的水。 1980年经过17年的操作,储层中约700 mcm沉积物,将储存能力从1760降至1050 mcm,相当于40%的容量。水库沉积物在规模上对调节水产生负面影响。这种现象需要从正常到荫的储层操作的变化模式。自1980年以来开始倾斜操作,继续。在荫处期的前10年(1980-89)期间,从储层中除去175mc的沉积沉积物。本文含有审查SEFIDRUD储层在SEFIDRUD水库进行的妆改作品的结果,强调转移技术作为冲洗的补充措施。

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