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1概况深圳水库是东深供水工程的最后一个调节水库，其作用和地理位置极为重要。深圳水库由主坝、左副坝、右副坝及泄洪闸等水工建筑物组成，总库容5101万m’。主、副坝均为均质土坝，主坝高26．5m、长630m，坝基表层为冲积砂层和砂卵石层组成的强透水层，厚达4～6m，以下为全风
1 Overview Shenzhen Reservoir is the last regulation reservoir for the Dongshen water supply project. Its role and geographical location are extremely important. Shenzhen Reservoir consists of main dam, left auxiliary dam, right auxiliary dam and sluice gate and other hydraulic structures with a total storage capacity of 51.01 million m ’. The main dam and the secondary dam are all homogeneous earth dams. The main dam is 26.5m high and 630m long. The surface of the dam foundation is a permeable layer of alluvial sand and gravel, which is 4 ~ 6m thick. The following is the whole wind