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Home > Urban and Rural Studies > 2020 No.01 > 浅析高水头大流量工况下一期全年围堰主河床截流技术

  • 浅析高水头大流量工况下一期全年围堰主河床截流技术

    Author(s)：

    王秀红 程选勤

    Publication Title：

    Urban and Rural Studies 2020 No.01

    Affiliations：

    中国水利水电第三工程局有限公司

    Abstract：

    孤山航电枢纽工程地处丹江口水库库尾,受丹江口水位雍高顶托,一期全年围堰主河床截流形成高水位大流速施工特点.截流采用料源大部分来自枢纽下游侧江心孤山岛,施工期在保证汉江江水正常下泻的条件下合理的填筑江心水上道路.道路填筑和主河床截流分别在孤山岛的左右岸,截流窗口期前左侧河床江心道路拆除间隙期短.通过本工程主河床的截流,高水头大流量一期全年围堰主河床截流积累了一定的经验.

    Keywords：

    高水头;大流量;截流技术

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    [1] 王秀红,程选勤.浅析高水头大流量工况下一期全年围堰主河床截流技术[J].Urban and Rural Studies,2020(01),.

城镇建设
Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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