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Double-row bottomless marine control structure

机译:双排无底海洋控制结构

摘要

PURPOSE:To increase wave dissipation performance and reduce cost by arranging an offshore structure and a coastal side structure approximately in parallel to a shore line and in two rows, and constructing each structure as a bottomless permeable type. CONSTITUTION:Foundation mounds M and M are formed at a certain distance on a sea-bed foundation approximately in parallel to the shore line of a coast, using riprap or the like. In addition, an offshore structure 12 and a coastal side structure 14 constituted with a permeable bottomless cellular box body 22 are arranged on the mounds M. Then, the height A of the upper edge of the structure 12 is set approximately at a level forcibly dissipating a design wave. On the other hand, the height B of the upper edge 18 of the other structure 14 is set at a level between the aforesaid height A and the limit height exceeded by the design wave. According to the aforesaid construction, the structures 12 and 14 can be economically constructed even at a deep sea area, and efficient wave dissipation can be ensured, so long as the sectional form of the structures 12 and 14 are respectively made rectangular.
机译:目的:通过将海上结构和沿海侧结构大致平行于海岸线并排成两排,并将每个结构构造为无底可渗透类型,以提高消波性能并降低成本。组成:基础土墩M和M在河床基础上以一定距离形成,大致上与海岸的海岸线平行,并使用riprap等方法。另外,在土墩M上布置由可渗透的无底蜂窝状箱体22构成的近海结构12和沿海侧结构14。然后,将结构12的上边缘的高度A设定为大约被强制耗散的水平。设计浪潮。另一方面,另一结构14的上边缘18的高度B被设定在上述高度A和设计波所超过的极限高度之间的水平。根据上述构造,即使分别将结构12和14的截面形状制成矩形,即使在深海区域也可以经济地构造结构12和14,并且可以确保有效的波耗散。

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