港珠澳大桥人工岛越浪量试验

Experimental study on the overtopping of the artificial island of Hong Kong-Zhuhai-Macao Bridge

  • 摘要: 港珠澳大桥人工岛位于伶仃洋海域,台风期较大的越浪量可能危及人工岛和隧道的运营安全,越浪量是人工岛护岸设计的重要参数。通过波浪断面物理模型,研究人工岛护岸护面块体型式、消浪平台尺度、挡浪墙前护肩宽度等结构参数对越浪量的影响,试验结果表明,坡肩宽度对越浪量的影响非常大,并且越浪量较小时,试验值明显小于当前广泛采用的van der Meer公式计算值,由此针对人工岛护岸结构特点,提出考虑了坡肩折减系数Kc的越浪量计算方法。计算结果与试验数据吻合良好,为人工岛越浪控制措施的采用及后期越浪量预警提供技术支撑。

     

    Abstract: The artificial island of Hong Kong-Zhuhai-Macao Bridge is located in Lingding Sea area,the overtopping could endanger the operation of the artificial island and tunnel in storm period. The overtopping rate is important factors in the design of the artificial island. 2-D physical model tests are carried to study the influence of the different structure factors to wave overtopping,such as armour block type,berm width and elevation,armour width in front of the wall. The test results show that the armour width has significant influence on the overtopping,and the test value is obviously smaller than the calculating value of van der Meer formula when the overtopping rate is relative small. After that,a calculation formula of the average overtopping discharge rate are presented for the artificial island of Hong Kong-Zhuhai-Macao Bridge,in which the armour width factor Kc is involved. The calculating results show good agreement with the experimental data,and can be used in the optimization design and overtopping warning in operation of the artificial island.

     

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