ISSN 1671-1092 CN 33-1260/TK

大坝与安全 ›› 2020 ›› Issue (2): 25-.

• 设计研究 • 上一篇    下一篇

 
新疆玉龙喀什水利枢纽工程土石坝坝型选择

袁 磊,马洪玉   

  1. 水利部新疆维吾尔自治区水利水电勘测设计研究院
  • 收稿日期:2019-07-24 修回日期:2019-08-08 出版日期:2020-04-08 发布日期:2020-04-08
  • 作者简介:袁 磊(1984—),男,新疆乌鲁木齐人,高级工程师,主要从事水利水电工程设计工作。

Selection of earth- rock dam types for Yulong Kashi water conservancy project in Xinjiang

YUAN Lei and MA Hongyu   

  1. Xinjiang Uygur Autonomous Region Survey and Design Institute of Water Resources and Hydropower, Ministry of Water Resources
  • Received:2019-07-24 Revised:2019-08-08 Online:2020-04-08 Published:2020-04-08

摘要: 玉龙喀什水利枢纽位于高山峡谷区,岸坡陡峻,场地地震基本烈度Ⅷ度,大坝地震设防烈度Ⅸ度,为强震、寒冷峡谷山区河段上的230 m级高土石坝。笔者根据工程区土石坝建设条件,详细统计了国内外强震区高土石坝现状,确定了可参与坝型比选的三种土石坝坝型,并逐一进行可行性分析,最终确定混凝土面板堆石坝为推荐坝型。同时,也指出了大坝设计难点和目前开展科研试验研究的具体方向。

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Abstract:

Yulong Kashi water conservancy project is located in the high mountain and gorge area with steep bank slope. The basic intensity of site seismic is Ⅷ, and the seismic fortification intensity of dam is Ⅸ. It is a 230 m high earth-rock dam in the mountainous-valley reach where is cold and has strong earthquake. According to the construction conditions of earth-rock dams in the project area, the present situation of high earth- rock dams in strong earthquake areas at home and abroad is studied in detail. Three types of earth-rock dams are determined for comparison and selection, and the feasibility analysis is carried out one by one. Finally, the concrete face rockfill dam is selected as the recommended dam type. At the same time, the difficulties in dam design and the specific direction of scientific and experimental research are pointed out.

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