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Physical Modelling and Design Optimizations for a New Container Terminal at the Port of Moin, Costa Rica

机译:哥斯达黎加莫因港的新集装箱码头的物理建模和设计优化

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摘要

The role of physical modelling in advancing port design is demonstrated by means of a case study in which two large-scale 3D physical modelling studies were conducted to support the design of a new container terminal at the Port of Moin, Costa Rica. The first model focused on validating the stability of the new rubble-mound structures in extreme conditions. Several 2D and 3D models of portions of the north, east, and stub breakwaters were constructed at 1:43 scale. The study helped to develop and confirm the final design of the breakwaters, including their configuration and the sizing of armour units and armour stone. The second model was used to assess wave agitation and moored ship motions at the new container terminal. A 1:82 scale model of the existing port, the surrounding bathymetry, the proposed dredging, and the Phase 1 expansion was constructed, and then modified to simulate several alternative port layouts. The study also investigated the potential impacts on operations at the existing port due to the new terminal.
机译:通过案例研究证明了物理建模在推进港口设计中的作用,其中进行了两次大规模的3D物理建模研究,以支持哥斯达黎加莫因港的新集装箱码头的设计。第一个模型着重于验证新的瓦砾结构在极端条件下的稳定性。北部,东部和存根防波堤的部分区域的几个2D和3D模型是以1:43的比例构建的。该研究有助于开发和确认防波堤的最终设计,包括防波堤的配置以及装甲单位和装甲石的尺寸。第二个模型用于评估新集装箱码头的波浪搅动和停泊的船舶运动。构造了现有港口的1:82比例模型,周围的测深图,拟议的疏,和1期扩建,然后对其进行了修改,以模拟几种替代的港口布局。该研究还调查了新码头对现有港口运营的潜在影响。

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