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CONSTRUCTION AND FIELD OBSERVATION OF HIGH MOUND COMPOSITE SEAWALL AT MORI PORT

机译:森林高土墩复合海堤的建设与田间观察

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High mound composite seawalls are a new type of structure with a high rubble mound and a slit-type upright section as shown in Figure 1. The structure consist of a slit wall installed on a rubble mound that is higher than that of a normal composite structure. The higher rubble mound is designed to induce the breaking of the largest waves, thereby damping the wave energy. Wide rubble mounds are also suitable for seaweed bed development, and the formation of seaweed forests has been observed in the field surveys. This structure was developed through joint research project by Port and Airport Research Institute/Japan, LWI of Technical University of Braunschweig/Germany and Civil Engineering Research Institute for Cold Region/Japan. Based on the results of these studies, the first high-mound composite seawall was constructed for shore protection in the Shinkawa area of Mori Port in Japan.
机译:高土墩复合海堤是一种新型结构,具有高瓦砾土墩和狭缝型直立部分,如图1所示。该结构包括安装在瓦砾土墩上的狭缝墙,高于正常复合结构的缝隙墙。更高的瓦砾土墩被设计成诱导最大波的断裂,从而阻尼波能量。宽阔的碎石丘也适用于海藻床的发展,并且在现场调查中观察到海藻林的形成。该结构是通过港口和机场研究所/日本,德国技术大学的LWI和德国和日本土木工程研究所的联合研究工程开发了该结构。基于这些研究的结果,第一个高手复合海堤在日本森港的Shinkawa地区的岸上保护构建。

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