受海浪及向海或向岸强流影响的海岸沙滩变化

T. Uda, M. Serizawa, Shiho Miyahara
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引用次数: 0

摘要

在受海浪和向海或向岸强洋流影响的海岸上,海滩的变化是用7型和8型BG模型预测的。以连接哈曼湖与太平洋的Imagire-guchi进水口为例,研究了强退潮流作用下的退潮三角洲的形成,并利用测深资料研究了退潮口的长期演变。预测了动态稳定的退潮三角洲的形成。对于受波浪和岸线强流影响的海岸上的海滩变化,8型适用于凯客海岸,在凯客海岸上建造了人工礁代替分离的防波堤,导致人工礁上出现强岸线流。分离型防波堤改造成人工礁后,分离型防波堤后稳定的尖形前陆消失,说明人工礁的积沙效果不如分离型防波堤。这种海滩变化是用数值方法预测出来的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Beach Changes on Coast Subject to Waves and Seaward or Shoreward Strong Currents
Beach changes on a coast subject to waves and seaward or shoreward strong currents were predicted using the Type 7 and 8 BG models. The formation of an ebb tidal delta subject to strong ebb tidal currents was studied first, taking the Imagire-guchi inlet connecting Lake Hamana with the Pacific Ocean as an example, and the long-term evolution of the tidal inlet was investigated using the bathymetric survey data. Then, the formation of a dynamically stable ebb tidal delta was predicted. Regarding the beach changes on a coast subject to waves and shoreward strong currents, the Type 8 was applied to the Kaike coast, where an artificial reef was constructed in place of a detached breakwater, resulting in the occurrence of strong shoreward currents over the artificial reef. A stable cuspate foreland behind a detached breakwater disappeared after the conversion of a detached breakwater into an artificial reef, suggesting that the artificial reef was less effective in sand deposition effect than the detached breakwater. Such beach changes were numerically predicted.
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