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EROSIONAL HOT-SPOT GENERATION AT OSHIKIRI COAST IN SHIBUSHI BAY, KAGOSHIMA, JAPAN

机译:ehoroshi li t-s po t-gene te-s po t-d Kiho st atsushi y,鹿儿岛,jaypan

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An extension of the breakwater of Shibushi Port has been conducted at the Oshikiri coast in Shibushi Bay, Kagoshima, Japan since 1968 and its outer breakwater has been extended nearly 4.0km. This offshore breakwater created large wave shadow sheltered area behind it and non-sheltered area on the adjacent sandy beach. The typhoon damages had been caused on the non-sheltered sandy beach, thus three groins were built to reduce a deposition by an excess longshore sediment transport into a sheltered area from the non-sheltered adjacent beach. In spite of these shore protection works, one segment of the Oshikiri coast (roughly middle of Fig. 1) was especially overwashed. by the Typhoon 0111(11th Typhoon in 2001). This coastal damage seems not to be caused only by wave sheltering effect of Shibushi Port (wave diffraction effect), but formations of three dimensional sub-aerial bathymetry such as crescentic longshore bar and trough features probably enhanced the overwash damage at a certain location of the beach where a national hospital and local residential area exist. Therefore, this erosional hot-spot-like feature had to be studied in order to plan the emergency shore protection works at the site. The study shows that the erosion in the non-sheltered up drift coast was commenced mainly due to the wave sheltering effect (dH/dx; wave height gradient by wave diffraction) and the generation of 3-D geomorphological features including the crescentic longshore bars and troughs. These nearshore topographies were generated while incident significant wave heights of Typhoons exceeds nearly 6m high on this coast. In addition, it is shown that the average spacing of the troughs is around 600-700m. Finally, submerged breakwaters so called artificial reefs in Japan are recommended to reduce the further coastal damage at the site.
机译:Shibushi港口防堤的延伸已经在日本鹿岛,鹿岛湾的Oshikiri海岸进行,自1968年以来,其外防堤已经延长了近4.0km。这个海上防堤在邻近的沙滩上创造了大浪阴影遮蔽区域和邻近的沙滩上的非遮阳区。台风损害是在非庇护的沙滩上造成的,因此建造了三个腹股沟,以减少超海沉积物运输到从非庇护的相邻海滩的遮蔽区沉积。尽管有这些岸上保护作品,但奥什基里海岸的一部分(粗略地为1)尤其被淹没。由台风0111(2001年第11台台风)。这种沿海损坏似乎只是由石山港口(波衍射效果)的波浪避险效果引起的,但是三维亚空气沐浴浴等形成新月形龙头杆和槽特征可能会在某个位置增强液体损坏存在国家医院和当地住宅区的海滩。因此,必须研究这种侵蚀的热点特征,以计划在现场的紧急岸边保护工作。该研究表明,非庇护的漂移海岸的侵蚀主要是由于波浪避难效果(DH / DX;波浪衍射波高梯度)和三维地貌特征的产生,包括新月形龙底柱和低谷。这些近岸拓扑饰面是产生的,而在该海岸的射频的发生显着波浪高度超过近6米的近6米。另外,表明槽的平均间距约为600-700米。最后,建议在日本被称为人造珊瑚礁的淹没的防堤,以减少该网站的进一步沿海损坏。

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