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浙江建德新安江马目大桥桥渡设计
引用本文:祝立君,胡自忠,韩海骞.浙江建德新安江马目大桥桥渡设计[J].城市道桥与防洪,2007(8):50-52.
作者姓名:祝立君  胡自忠  韩海骞
作者单位:1. 上海市政工程设计研究院浙江分院,浙江杭州,310003
2. 浙江省水利河口研究院,浙江杭州,310003
摘    要:浙江建德马目大桥位于"Ω"型弯道出口狭颈处,通过对桥位处河床稳定性及流速流场的计算分析,为桥梁孔跨布置与墩位布设提供依据,在满足通航和泄洪要求的前提下,控制了桥梁建设规模,可供类似桥渡设计尤其是新安江上后续临近桥渡设计时参考。

关 键 词:桥轴线  河床稳定  流场分布  通航孔布置  桥渡设计
文章编号:1009-7716(2007)08-0050-03
收稿时间:2007-04-05

Design of Bridge Transition for Mamu Bridge on Xinan River of Jiande in Zhejiang
Zhu Lijun,Hu Zizhong,Han Haiqian.Design of Bridge Transition for Mamu Bridge on Xinan River of Jiande in Zhejiang[J].Urban Roads Bridges & Flood Control,2007(8):50-52.
Authors:Zhu Lijun  Hu Zizhong  Han Haiqian
Abstract:Mamu Bridge of Jiande in Zhejiang is located at the narrow neck of Ω-type bending outlet. Through the calculation analysis of the riverbed stability and the velocity flow site where thebridge is located, the data are provided for the arrangement of the bridge span and the pier position. Under the premise meeting the shipping and the floodwater releasing requirements, the construction scale of bridge is controlled, which can be referred for the design of similar bridge transition, especially for the design of the following bridge transitions on Xinan River.
Keywords:bridge axis  riverbed stability  flow site distribution  arrangement of shipping span  design of bridge transition
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