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南水北调中线穿黄工程渡槽设计研究
引用本文:吴长征,张治平,阎红梅.南水北调中线穿黄工程渡槽设计研究[J].人民黄河,2003,25(2):42-43.
作者姓名:吴长征  张治平  阎红梅
作者单位:黄河水利委员会,勘测规划设计研究院,河南,郑州,450003
摘    要:根据南水北调中线穿黄河段的地形地质条件,黄河的洪水泥沙特性和穿黄工程规模大,技术复杂的特点,进行了多种方案的研究比较,推荐采用三向预应力矩形薄腹梁渡槽,下部结构为柱式墩,混凝土灌注桩基础。经过较全面的设计分析研究,渡槽能够满足各种可能条件下的施工和安全运行要求。

关 键 词:设计  渡槽  穿黄工程  南水北调中线工程  安全运行
文章编号:1000-1379(2003)02-0042-02

Design and Study on Aqueduct of Middle Route of Cross the Yellow River Work of Water Transfer Project from South to North
WU Chang-zheng,ZHANG Zhi-ping,YAN Hong-mei.Design and Study on Aqueduct of Middle Route of Cross the Yellow River Work of Water Transfer Project from South to North[J].Yellow River,2003,25(2):42-43.
Authors:WU Chang-zheng  ZHANG Zhi-ping  YAN Hong-mei
Abstract:According to the characteristics of topographic and geological conditions of the section where the middle route of the Water Transfer Project from South to North will cross through, the characteristics of floods and sediment of the Yellow River, a grand scale and complicated in technology, the paper recommends and adopts a plan of three-dimensional pre-stress rectangular aqueduct with thin and narrow beams after studying and comparing many scenarios. The lower part structure of the plan is column pier and grouted concrete foundation. After calculation, analysis and study in an all-round way, it shows that the aqueduct can meet the requirements of construction and safe operation under any possible conditions.
Keywords:study  aqueduct  middle route of cross the Yellow River work of Water Transfer  Project form South to North  
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