首页|某跨海大桥人工岛越浪及防洪排涝能力验证

某跨海大桥人工岛越浪及防洪排涝能力验证

Capability verification of overtopping and flood control and drainage for artificial island of a cross-sea bridge

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为保证某跨海大桥在更恶劣极端气象条件下的安全性和可靠度,配合主体工程人工岛防洪排涝设施的设计工作,实施开展了两项波浪物理模型试验来对人工岛排水设施设计方案进行验证及优化.根据试验技术要求,在不同波浪要素、不同挡浪墙顶高程和戗台宽度条件下,测定人工岛南、北两侧护岸顶部的越浪量、最大上水高度和人工岛漫滩情况,并对越浪排水设施的排水能力进行复核.研究中先后验证了南、北侧两护岸原设计方案在初始设计工况和更极端的补充复核工况波浪作用下能否满足越浪排洪的要求,并优化设计方案以满足更极端条件下的排水要求,为本项国家重点工程的设计提供了科学的试验研究依据.研究成果成功应用到了工程实践,在近几年数次超强台风侵袭下,工程未发生任何破坏,避免了人员伤亡和经济损失.
In order to ensure the safety and reliability of a sea-crossing bridge project under more severe extreme weather conditions,and coordinate the design of the artificial island flood control and drainage facilities for the main project,two wave physical model tests were carried out to verify and optimize the design scheme of drainage facilities on artificial island.According to the technical requirements of the test,under the condition of different wave,different top elevations of retaining wall and different width of peak platform,the test is accepted to determine the wave overtopping rate at the top of the north and south revetment in artificial island,the maximum height of upstream,the flood plain situation in artificial island,and check the drainage capacity of the overtopping drainage facilities.Under the initial design conditions and more extreme supplementary review wave conditions,by performing the experiment,the original design scheme of the north and south revetment was verified whether to satisfy the requirement of overtopping flood discharge requirement,and the design scheme was optimized to meet the drainage requirements under more extreme conditions,which provides a scientific basis for the engineering design.The research findings from this study have been successfully applied to the practical implementation of this project.Over the past few years,despite several super typhoon events,the bridge and artificial island has remained undamaged,preventing any casualties or economic losses.

cross-sea bridgeartificial islandovertoppingflood control and drainagephysical model testtyphoon

刘志远、佟德胜

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中信缅甸(香港)控股有限公司,北京 100004

中交天津港湾工程研究院有限公司,天津 300222

中国交建海岸工程水动力重点实验室,天津 300222

跨海大桥 人工岛 越浪 防洪排涝 物理模型试验 台风

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
年,卷(期):2024.44(1)
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