中国港湾建设2024,Vol.44Issue(5) :73-80.DOI:10.7640/zggwjs202405012

港珠澳大桥人工岛横截沟篦子截水能力验证研究

Verification of water interception capability of transverse ditch grates on the Hongkong-Zhuhai-Macao Bridge artificial island

刘志远 佟德胜
中国港湾建设2024,Vol.44Issue(5) :73-80.DOI:10.7640/zggwjs202405012

港珠澳大桥人工岛横截沟篦子截水能力验证研究

Verification of water interception capability of transverse ditch grates on the Hongkong-Zhuhai-Macao Bridge artificial island

刘志远 1佟德胜2
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作者信息

  • 1. 中信缅甸(香港)控股有限公司,北京 100004
  • 2. 中交天津港湾工程研究院有限公司,天津 300222;中交第一航务工程局有限公司,天津 300461;中交集团海岸工程水动力重点实验室,天津 300222
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摘要

港珠澳大桥人工岛项目位置常年易受如热带气旋和台风等极端气象事件的侵扰,且台风过境时往往伴随历时长的强降雨.为降低极端恶劣条件下隧道的运营期风险,针对人工岛敞开段横截沟篦子开展截水能力验证局部物理模型试验,分别研究栅条角度、开孔比率、路面坡度、比尺效应以及横截沟数量对篦子截水能力的影响规律.研究结果表明,0°栅条设计方案的篦子截水能力优于90°栅条,同时设置2道横截沟的方案具有显著的截水效果.本次研究成果对人工岛横截沟篦子的设计布置准确性、排水隐患的消除、防范风险、保障运营安全具有重大意义.

Abstract

The artificial island project of the Hongkong-Zhuhai-Macao Bridge is situated in a location prone to year-round exposure to extreme weather events such as tropical cyclones and typhoons,often accompanied by prolonged heavy rainfall when typhoons pass through.To mitigate operational risks of the tunnel under such extreme and adverse conditions,a local physical model test was conducted to verify the water interception capacity of the transverse ditch grate on the open section of the artificial island.The influence of grid angle,opening ratio,road slope,scale effects,and the number of transverse ditch on the water interception capacity of the grate were studied.The results indicate that the water interception capacity of the grate in the design with a 0° grid angle surpasses that of the 90° grid angle.Simultaneously,the arrangement of two transverse ditches demonstrates a significant water interception effect.The findings of this research are of great significance for the accuracy of the design and layout of the transverse ditch grates on the artificial island,the elimination of drainage hazards,risk prevention,and ensuring operational safety.

关键词

跨海大桥/人工岛/横截沟/篦子/物理模型试验

Key words

cross-sea bridge/artificial island/transverse ditch/grate/physical model test

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出版年

2024
中国港湾建设
中国交通建设股份有限公司

中国港湾建设

CSTPCD
影响因子:0.447
ISSN:1003-3688
参考文献量3
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