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首页> 外文期刊>Ocean Engineering >Estimation of seabed settlement during initial installation of a box-type artificial reef considering different seabed soil compositions and incident angles
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Estimation of seabed settlement during initial installation of a box-type artificial reef considering different seabed soil compositions and incident angles

机译:考虑不同海底土壤组合物和入射角的箱型人工礁初始安装海底沉降估计

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摘要

Some artificial reefs (ARs) have experienced an initial settlement primarily owing to their collision to the seabed during an installation process, particularly by a free-fall. This study presents a numerical estimation of the seabed settlement of a box-type artificial reef during the initial installation. For the purpose, the following works were implemented. First, a cube-type AR was selected because of its typical free-fall installation procedure, its facilitate volume (67.4%) in Korean coastal waters, and accumulated statistics showing severe seabed settlement. Second, numerical flow analyses were carried out to estimate the terminal velocities and distances of the AR in water. In this stage, four different incident angles were considered to calculate drag coefficients of the AR. Finally, numerical collision analyses were conducted to investigate the settlement characteristics of the seabed soils. For the analyses, three seabed soils (saturated sand, saturated sand and gravel, and saturated sand and clay) were considered. From the collision analysis, it is the saturated sand and clay composition to invoke higher settlement and accordingly higher loss of the effective useable volume (up to 25.5% at 45.). Therefore, it is recommended to avoid the seabed of any clay composition when we install artificial reefs during the free-fall installation.
机译:一些人工礁石(ARS)经历了初始结算,主要是由于在安装过程中的海底上碰撞,特别是通过自由落体。本研究介绍了初始安装期间箱式人造礁的海底沉降的数值估计。为此,实施了以下作品。首先,由于其典型的自由落体安装程序,韩国沿海水域的促进(67.4%)以及累积统计数据显示严重海底沉降的典型型AR。其次,进行数值流动分析以估计水中Ar的末端速度和距离。在该阶段,考虑四个不同的入射角来计算AR的拖曳系数。最后,进行了数值碰撞分析,以研究海底土壤的沉降特性。对于分析,考虑了三种海底土壤(饱和砂,饱和沙子和砾石和饱和砂和粘土)。从碰撞分析中,它是饱和的砂和粘土组合物,以调用较高的沉降,并因此较高的有效耐用体积损失(45℃高达25.5%)。因此,建议在自由落体安装期间安装人造珊瑚礁时避免任何粘土组合物的海底。

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