黄骅港工程泥沙问题研究

Study of sediment problem in the Huang Hua Harbour

本文在大量现场实测资料和已有研究成果的基础上，对黄骅港海区的水动力条件和环境泥沙问题进行了全面论述，并进一步对本港一期工程不同平面布置方案进行了淤积量预测和分析，提出了防波堤口门取在－２５ｍ等深线处为宜，对应全港淤积量４１０万ｍ３的结论。

Based on a great amount of field data and existing studies, the authors analysed hydrologic conditions and sediment features in this area, and then forecasted the amount of sediment deposition for different plans in general design of the Huang Hua harbour. The conclusion is that locating the harbour entry at -2 5m isobath is suitable, the amount of sediment deposition is 410×10 4m 3 correspondingly.