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南水北调中线湍河渡槽汛期施工水力学分析

李蘅 胡田清 郭鸿俊

人民长江Issue(6):50-52,59,4.
人民长江Issue(6):50-52,59,4.

南水北调中线湍河渡槽汛期施工水力学分析

Construction hydraulics analysis of Tuanhe aqueduct in flood season of Middle Route Project of South-to-North Water Diversion

李蘅 1胡田清 1郭鸿俊1

作者信息

  • 1. 长江勘测规划设计研究院 施工设计处,湖北 武汉430010
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摘要

Abstract

Tuanhe aqueduct, one of the large river-crossing buildings on the main canal of Middle Route Project of South-North Water Diversion, passes through the Tuhanhe River and was planned to be constructed in two phases during dry season. In order to realize the completion target of principal works by the end of 2013, the construction of 16 pre-stressed aqueduct bodies of No. 2~5 sections, located at main channel near right bank of Tuanhe River, was advanced to flood season of 2013. With con-sideration of the changes in current hydraulic conditions, hydraulic calculation and analysis for the construction of two-span steel platform scheme during flood season were carried out. The results showed that the protection scope for the riverbed under the steel platform ranged from 35m upstream of axis to 50m downstream while the toe protection width of bank-head on both sides was 10m.

关键词

渡槽/度汛/水力学/汛期施工/南水北调中线工程

Key words

aqueduct/flood protection/hydraulics/construction in flood season/Middle Route Project of South-to-North Water Diversion

分类

建筑与水利

引用本文复制引用

李蘅,胡田清,郭鸿俊..南水北调中线湍河渡槽汛期施工水力学分析[J].人民长江,2014,(6):50-52,59,4.

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