气候变化条件下印度西海岸带梁甲板结构波浪冲击力的数值研究

Akhila Padmajan, Rameeza Moideen, Manas Ranjan Behera
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引用次数: 0

摘要

在过去的几十年里,由于各种海洋环境参数的变化和极端事件的频率增加,海岸结构破坏已经成为一个严重的问题。本研究的重点是在气候变化的情况下估计波浪对印度港口典型甲板结构的冲击力。利用最近研究得到的RCP 4.5情景,应用未来海洋气候特征,如未来波高条件和2100年海平面上升,研究了气候变化的影响。数值研究是通过在使用开源CFD模型REEF3D模拟的数值波槽中产生孤立波来进行的。对比了气候变化对模型和原型甲板结构在高架状态下的峰值波冲击力和压力分布,探讨了尺度效应。总体而言,该研究得出结论,由于气候变化,沿海甲板结构的垂直和水平力都发生了显著变化,其中百分比变化随气隙和地理位置的不同而变化。对原型尺甲板的研究表明,模型尺对水平正冲击力的高估程度大于对垂直正冲击力的高估程度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical investigation of wave impact forces on coastal deck structures with girders along the West Coast of India in changing climate
ABSTRACT Coastal structural damage has been a serious issue in the past decades due to changes in various ocean environmental parameters and increased frequency of extreme events. The present study focuses on the estimation of wave impact forces on typical deck structures at Indian port locations in a changing climate scenario. The effect of climate change has been investigated by applying the future ocean climate characteristics, such as future wave height conditions and sea-level rise by the year 2100 using RCP 4.5 scenario obtained from the recent studies. The numerical investigations were carried out by generating solitary waves in a numerical wave tank modelled using an open-source CFD model REEF3D. Comparison of peak wave impact force and pressure distribution due to climate change on a model and prototype deck structure in the elevated condition is carried out to investigate the scale effects. Overall, the study concluded that there is a significant change in both vertical and horizontal forces on coastal deck structures due to climate change, where the percentage change varies with varying airgaps and geographical locations. Investigation on prototype scale deck shows that the model scale overestimates the positive horizontal impact force to a larger extent than the vertical impact force.
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来源期刊
ISH Journal of Hydraulic Engineering
ISH Journal of Hydraulic Engineering Engineering-Civil and Structural Engineering
CiteScore
4.30
自引率
0.00%
发文量
59
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