锦州港第三港池25万吨级油品码头工程设计方案优化

Optimization of Design Concept for 250 000 dwt Berth for Oil Products in No.3 Basin of Jinzhou Port

通过潮流、泥沙数学模型试验,研究了25万吨级码头航道与港池的淤积形态;通过整体及断面物理模型试验,验证了泊稳条件,确定了码头面的合理顶标高,解决了引堤护面块体稳定性的问题,达到了优化的目的。

Patterns of siltation in the channel and harbour basin for a berth for ships with a rating of 250 000 dwt were studied on the basis of numerical model tests of tides and sedimentation. The berthing conditions were verified according to the results of the integral and sectional physical model tests to determine the rational elevation of the deck face of the berth. Thus the stability of armour blocks on the approach jetty was solved and the design concept was eventually optimized.