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小浪底大坝排水设计

姜苏阳 尹德文

人民黄河2001,Vol.23Issue(5):30-31,2.
人民黄河2001,Vol.23Issue(5):30-31,2.

小浪底大坝排水设计

Design of Water Drainage from Xiaolangdi Dam

姜苏阳 1尹德文1

作者信息

  • 1. 黄河水利委员会勘测规划设计研究院,
  • 折叠

摘要

Abstract

Design of water drainage is one of important part for Xiaolangdi dam design. The length of drainage curtain is 777 m in right side, 1 377 m in left side, more than 150 m in depth, with two layers of discharge tunnels designed between the top and bottom of the drainage curtain which is 70 m long with compound filtration body in muddy intercalations. It is exceptional in both domestic and worldwide for water drainage curtain with such large scale. The designs of drainage curtain, discharge tunnels and de-watering holes are introduced in the paper combined with the characteristics mentioned above.

关键词

排水幕/渗透破坏/排水孔/泥化夹层/组合过滤体/小浪底大坝

分类

建筑与水利

引用本文复制引用

姜苏阳,尹德文..小浪底大坝排水设计[J].人民黄河,2001,23(5):30-31,2.

人民黄河

OA北大核心

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