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某水利枢纽工程垂直防淘墙的设计与施工

马虹 彭荣生 王改会

信阳师范学院学报(自然科学版)Issue(2):298-302,5.
信阳师范学院学报(自然科学版)Issue(2):298-302,5.DOI:10.3969/j.issn.1003-0972.2015.02.034

某水利枢纽工程垂直防淘墙的设计与施工

Design and Construction of Vertical Anti-scouring Wall for a Water Conservancy Hub Project

马虹 1彭荣生 2王改会2

作者信息

  • 1. 信阳师范学院土木工程学院,河南信阳464000
  • 2. 长江勘测规划设计研究院,湖北武汉430010
  • 折叠

摘要

Abstract

By analyzing the geological conditions and flow conditions of the discharge sluice downstream of a water conservancy hub project, a concrete vertical wall in the end of the sea flood tooth of the discharge sluice downstream was set up in order to increase the safe use of the water conservancy on the basis of impingement feasible scheme of en-ergy dissipation under the brake, and was extended to the bottom of the tailrace of the adjacent power plant.The em-bedded depth and structure design of the concrete vertical wall were investigated, the construction measures and quality control of the anti-scouring wall were also proposed according to regulatory requirements.

关键词

泄水闸/运用安全/垂直防淘墙/设计/施工

Key words

water release gate/safe use/vertical anti-scouring wall/design/construction

分类

建筑与水利

引用本文复制引用

马虹,彭荣生,王改会..某水利枢纽工程垂直防淘墙的设计与施工[J].信阳师范学院学报(自然科学版),2015,(2):298-302,5.

基金项目

河南省科技计划研究项目 ()

信阳师范学院学报(自然科学版)

OA北大核心CSTPCD

1003-0972

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