| 引用本文: | 张之晨,李雪艳,王庆,高浩杰,谢天,战超,王玉坤.双平板式透空堤消能效果评价方法[J].海洋科学,2021,45(4):159-169. |
| |
|
| 本文已被：浏览 876次 下载 691次 |
码上扫一扫！ |
|
|
| 双平板式透空堤消能效果评价方法 |
|
张之晨1, 李雪艳1,2, 王庆1, 高浩杰1, 谢天1, 战超1, 王玉坤1
|
|
1.鲁东大学 海岸研究所, 山东 烟台 264025;2.鲁东大学 跨海工程研究院, 山东 烟台 264025
|
|
| 摘要: |
| 双平板式透空堤具有较为优越的消浪性能备受专家学者关注。目前关于其消浪性能的评价多采用透射波高法开展，仅考虑波高一个参数。本文采用透射波高法、波浪能量法和波能流法分别对平板式透空堤的消能效果进行评价，结果表明，综合考虑波高、水深和周期三个参数的波能流法更加全面与深入。探讨了双平板式透空堤迎浪向与背浪向处波能流的主要影响因素，结果表明，相对板宽、位置参数和波高大小对波能流的影响较板间距和潜深更加显著。 |
| 关键词: 双平板 透空堤 波能流 消能效果 |
| DOI：10.11759/hykx20200708003 |
| 分类号:U656.2 |
| 基金项目:NSFC-山东联合基金项目（U1706220）；国家自然科学基金项目（51709140；41901006；41471005）；国家重点研发课题（2017YFC0505902）；山东省自然科学基金项目（ZR2019BD005；ZR2018MEE051） |
|
| Evaluation method of the energy dissipation effect of a double-flat-slab open dike |
|
ZHANG Zhi-chen1, LI Xue-yan1,2, WANG Qing1, GAO Hao-jie1, XIE Tian1, ZHAN Chao1, WANG Yu-kun1
|
|
1.Coast Institute, Ludong University, Yantai 264025, China;2.Institute of Sea-Crossing Engineering, Ludong University, Yantai 264025, China
|
| Abstract: |
| Experts and scholars have understood the excellent wave dissipation performance of double-flat-slab permeable breakwater. At present, the transmission wave-height method is used to evaluate wave attenuation performance, and only one parameter of wave height is considered. In this study, the transmission wave-height, wave-energy flow, and wave-energy flow methods are used to evaluate the energy dissipation effect of the flat permeable breakwater. The results show that the wave-energy flow method that considers wave height, water depth, and period is the most comprehensive and in-depth method. The main influencing factors of wave-energy flow in the upstream and downstream directions of the double plate permeable breakwater are discussed. The results show that the influence of relative plate width, location parameters, and wave height on wave-energy flow is more significant than that of plate spacing and depth. The research results of this study can provide some reference for the study of the energy dissipation effect of the open dike. |
| Key words: Double plate Permeable breakwater Wave-energy flow Energy dissipation effect |