水道港口Issue(3)：197-203,7.
竖直双挡板桩基码头港内波浪特性试验研究
Experimental research of wave properties in double vertical barriers pile wharf harbors
许忠厚 1陈国平 1尹亚军 1黄璐 1董晓红1
作者信息
- 1. 河海大学 港口海岸与近海工程学院 海岸灾害及防护教育部重点实验室，南京 210098
- 折叠
摘要
Abstract
A three⁃dimensional physical model test and a sectional model test were set up combined with the second phase construction of a ferry terminal, which was designed to adopt double vertical barriers structure. The design wave parameters for the wharf structure and the breakwaters were obtained in a wave basin. Different schemes of the barrier of the wharf and the scheme of extending the breakwater were applied. Based on the results of the test, the wave heights distribution in different schemes was studied and analyzed to determine the optimal scheme. The influence of wave direction on wave diffraction was studied, along with the influence of the significant wave height ratio and the relative water depth on the wave transmission coefficient. It was also analyzed the influ⁃ence of wave reflection on the tranquility of the harbor. It is shown that wave heights are smallest near the middle and one boat beam north of the wharf. A simplified method to calculate the wave height distribution is presented at last, which provides a scientific basic for the design and construction of the harbor.关键词
挡板式/波高分布/波浪透射/波浪绕射Key words
double vertical barriers/wave height distribution/wave transmission/wave diffraction分类
建筑与水利引用本文复制引用
许忠厚,陈国平,尹亚军,黄璐,董晓红..竖直双挡板桩基码头港内波浪特性试验研究[J].水道港口,2015,(3):197-203,7.
