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糯扎渡水电站溢洪道深化设计

杨再宏 顾亚敏 刘兴宁 孙怀昆

水力发电2012,Vol.38Issue(9):31-34,4.
水力发电2012,Vol.38Issue(9):31-34,4.

糯扎渡水电站溢洪道深化设计

Detailed Design on the Spillway of Nuozhadu Hydropower Station

杨再宏 1顾亚敏 1刘兴宁 1孙怀昆1

作者信息

  • 1. 中国水电顾问集团昆明勘测设计研究院,云南 昆明 650051
  • 折叠

摘要

Abstract

As locating in a deep valley, the spillway of Nuozhadu Hydropower Station has a maximum flood head of 182 m, a maximum flood discharge of 31 318 m35 and a flood power of 55 860 MW. All of them rank firsts in China at percent, so the energy dissipation of Hood discharge is very important for [his project. Some layout programs of spillway structure are compared in the stage of ( feasibility study, and detailed studies are also conducted in the stage of design tender. Based on overall hydraulic model tests and sonnc specific researches on spillway structure, aeration to prevent cavitations, protection on banks and no protection on river bottom and the atamiztion 2ation of dlscharged water, the large river-bank spillway for this project are designed. The stilling pond arranged on the downstream of flip bucket has effectively solved the problem of energy dissipation.

关键词

高水头/大泄量/泄洪消能/溢洪道/设计/糯扎渡水电站

Key words

high head/ large discharge volume/ flood discharge and energy dissipation/ spillway/ design/ Nuozhadu Hydropower Station

分类

建筑与水利

引用本文复制引用

杨再宏,顾亚敏,刘兴宁,孙怀昆..糯扎渡水电站溢洪道深化设计[J].水力发电,2012,38(9):31-34,4.

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