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大顶子山航电枢纽一期施工河床变形对通航影响
引用本文:王义安,普晓刚,章日红.大顶子山航电枢纽一期施工河床变形对通航影响[J].水道港口,2005,26(3):159-162.
作者姓名:王义安  普晓刚  章日红
作者单位:交通部天津水运工程科学研究所,天津300456
摘    要:利用大顶子山航电枢纽坝区全沙动床模型,对一期束窄左汊河道的泄流能力、流速流态、通航水流条件及河床变形进行了试验研究,着重研究了一期施工遭遇不同水文年、左汊河道采取不同工程措施情况下河床变形对通航的影响,提出了一期施工航线选择及满足通航要求的改善措施。

关 键 词:枢纽施工期  河床变形  通航条件
文章编号:1005-8443(2005)03-0159-04
收稿时间:2005-04-19
修稿时间:2005年4月19日

Effect of River Bed Deformation on Navigation due to the 1st Stage Project of Dadingzishan Hydroelectric Scheme
WANG Yi-an,PU Xiao-gang,ZHANG Ri-hong.Effect of River Bed Deformation on Navigation due to the 1st Stage Project of Dadingzishan Hydroelectric Scheme[J].Journal of Waterway and Harbour,2005,26(3):159-162.
Authors:WANG Yi-an  PU Xiao-gang  ZHANG Ri-hong
Institution:Tianjin Research Institute of Water Transport Engineering, Tianjin 300456, China
Abstract:Based on the all-sand movable-bed model of dam area of Dadingzishan Hydroelectric Scheme, the changes of floor carrying capacity, flow velocity and pattem, flow condition for navigation as well as channel due to contracting the left branch in the 1 st Stage Project were tested. The effects of river bed deformation of the channel in case of various hydrological years and different engineering proposals for the left branch during the 1st Stage Projet were studied. And the measures to select the navigation line and to meet the requiremeat of navigation for the 1st Stage Project were proposed.
Keywords:construction period of hydroelectric scheme  bed deformation of river  navigation condition
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