| 一种新型透空式防波堤水动力特性试验研究 |
| |
| 引用本文： | 陈旭达,张宁川.一种新型透空式防波堤水动力特性试验研究[J].水道港口,2011,32(1):7-11. |
| |
| 作者姓名： | 陈旭达 张宁川 |
| |
| 作者单位： | 1. 中交第四航务工程勘察设计院有限公司,广州,510230
2. 大连理工大学海岸和近海工程国家重点实验室,大连,116024 |
| |
| 摘 要： | 采用规则波与不规则波对双层水平板型防波堤进行了一系列的水动力特性试验研究.主要研究了相对板间距s/H,相对潜深w/H两个关键因素对防波堤消浪性能的影响,并探讨了相对板间距s/H,相对潜深w/H对结构双层板总力、上层板总力、下层板总力的影响规律.
|
| 关 键 词： | 双层水平板型防波堤 消浪性能 总力 |
Study of hydrodynamic performance of a new-type penetrating breakwater |
| |
| CHEN Xu-da,ZHANG Ning-chuan.Study of hydrodynamic performance of a new-type penetrating breakwater[J].Journal of Waterway and Harbour,2011,32(1):7-11. |
| |
| Authors: | CHEN Xu-da ZHANG Ning-chuan |
| |
| Institution: | CHEN Xu-da1,ZHANG Ning-chuan2(1.CCCC-FHDI Engineering Co.Ltd.,Guangzhou 510230,China,2.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China) |
| |
| Abstract: | A series of experimental investigations were carried out to study the regular wave and irregular wave acting on the twin-plate breakwater.The effect of two key factors(relative distance of two plates s/H and relative submerging depth w/H)on the performance of breakwater were discussed,meanwhile,the influence rules of s/H and w/H on structure total force,structure total force of upper-plate,structure total force of lower-plate were studied. |
| |
| Keywords: | twin-plate breakwater performance of wave dissipation total force |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
