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数值模型研究孟加拉湾东海岸 Muttukadu 微潮汐入口的稳定性。

Numerical model study on stability of a micro-tidal inlet at Muttukadu along the east coast of Bay of Bengal.

机构信息

School of Maritime Studies of Vels Institute of Science, Technology & Advanced Studies, Chennai, India.

Department of Naval Architecture and Offshore Engineering, AMET University, Chennai, India.

出版信息

Environ Res. 2024 May 1;248:118304. doi: 10.1016/j.envres.2024.118304. Epub 2024 Jan 30.

DOI:10.1016/j.envres.2024.118304
PMID:38295979
Abstract

The complexity of micro-tidal inlets arises from the combined action of littoral drift and tidal range on their stability. Consequently, understanding and evaluating their stability poses a significant challenge. This study aims to shed some insight on the assessment of inlet stability by employing Delft 3D model. The stability of the inlet between the ocean and estuary relies on the balance between the longshore transport rate and the spring tidal prism. Disrupting this equilibrium results in the closure of the inlets. The movement of sediments in the surf zone is primarily driven by longshore velocity, which acts as the driving force for littoral drift, which is estimated using Delft 3D wave model. The longshore transport rate is estimated by employing empirical relationships and numerical codes based on the obtained driving force. Subsequently, the stability of the inlet is assessed based on these estimations. The spring tidal prism refers to the discharge of water flowing into the ocean from inlets and estuaries. Flow velocity is determined using Delft 3D flow model. The input data for nearshore circulation resulting from waves and currents is primarily collected through field measurements and data collected from Indian National Centre for Ocean Information Services (INCOIS). For the current study, Muttukadu (12°47'13″N, 80°15'01″E) inlet, Kovalam along the East Coast of the Indian Peninsula is investigated by assessing its seasonal variations. This study contributes to the management of marine biological ecology, the expansion of small-scale artisanal fishing, the promotion of water sports-related tourism, the advancement of fishing harbor development, and the execution of coastal engineering projects.

摘要

感潮河口入口的复杂性源于沿岸输沙和潮差对其稳定性的综合作用。因此,理解和评估其稳定性是一项重大挑战。本研究旨在通过使用 Delft 3D 模型对入口稳定性评估提供一些见解。海洋与河口之间的入口稳定性取决于沿岸输沙率和春潮潮气量之间的平衡。打破这种平衡会导致入口关闭。 surf 区沉积物的运动主要受沿岸速度驱动,沿岸速度是沿岸漂移的驱动力,这是通过 Delft 3D 波浪模型估算的。沿岸输沙率是通过使用基于获得的驱动力的经验关系和数值代码估算的。随后,根据这些估计评估入口的稳定性。春潮潮气量是指从入口和河口流入海洋的水量。流速是通过 Delft 3D 流模型确定的。波浪和水流引起的近岸环流输入数据主要通过现场测量和印度国家海洋信息服务中心 (INCOIS) 收集的数据收集。在当前的研究中,研究了印度半岛东海岸的 Muttukadu(12°47'13″N,80°15'01″E)入口,通过评估其季节性变化来研究其季节性变化。本研究有助于海洋生物生态学的管理、小型手工渔业的扩展、水上运动相关旅游的推广、渔港发展的推进以及沿海工程项目的执行。

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