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Journal of Waterway Port Coastal and Ocean Engineering最新文献

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Study on Horizontal Bearing Characteristics of Pile-Wheel Hybrid Foundations of Offshore Wind Turbines 海上风机桩-轮复合地基水平承载特性研究
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-05-01 DOI: 10.1061/(asce)ww.1943-5460.0000702
Desen Kong, Xiaoming Wang, Shengjie Guan, Yue Gong, Mingkai Zhao
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引用次数: 1
Experimental Investigation of the Hydraulic Performance of Breakwater Structures with Geotextile Armor Units 土工布护面防波堤结构水力性能试验研究
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-05-01 DOI: 10.1061/(asce)ww.1943-5460.0000708
T. Elias, K. G. Shirlal
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引用次数: 2
Vessel-Generated Wake Attenuation by Rhizophora Mangle in Key West, Florida 佛罗里达州基韦斯特Rhizophora Mangle对船只产生的尾流衰减
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-05-01 DOI: 10.1061/(asce)ww.1943-5460.0000704
T. Tomiczek, A. Wargula, Kiera O’Donnell, Victoria LaVeck, K. Castagno, S. Scyphers
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引用次数: 3
Flexural Gravity Wave Resonance in the Presence of Current 存在电流时的弯曲重力波共振
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-05-01 DOI: 10.1061/(asce)ww.1943-5460.0000703
Sunanda Saha, S. Mohanty, S. Bora
{"title":"Flexural Gravity Wave Resonance in the Presence of Current","authors":"Sunanda Saha, S. Mohanty, S. Bora","doi":"10.1061/(asce)ww.1943-5460.0000703","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000703","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":null,"pages":null},"PeriodicalIF":2.2,"publicationDate":"2022-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46691816","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Trends in the Climatology of Winter Wind Wave Heights in a Back-Barrier Bay in Western North Atlantic Ocean 北大西洋西部后屏障湾冬季风浪高度的气候学趋势
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-05-01 DOI: 10.1061/(asce)ww.1943-5460.0000705
Hoda El Safty, R. Marsooli
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引用次数: 0
Navigation Channel Effects on Estuarine Mean Water Level 航道对河口平均水位的影响
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-03-01 DOI: 10.1061/(asce)ww.1943-5460.0000698
W. McAnally, Ellie R. Welp
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引用次数: 0
Diffraction of Solitary Waves by a Concentric Porous Dual-Arc Thin Wall 孤立波在同心多孔双圆弧薄壁中的衍射
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-03-01 DOI: 10.1061/(asce)ww.1943-5460.0000701
Zhenfeng Zhai, Qing Hu, Lele Yang, Hua-Jau Huang
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引用次数: 1
Numerical Simulations of Tsunami Wave Generation by Submarine Landslides: Validation and Sensitivity Analysis to Landslide Parameters 海底滑坡产生海啸波的数值模拟:验证及对滑坡参数的敏感性分析
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-03-01 DOI: 10.1061/(asce)ww.1943-5460.0000694
R. Sabeti, M. Heidarzadeh
: Submarine landslide-generated waves have been responsible for signi fi cant damage to coastal communities worldwide. Despite this, the existing knowledge on the mechanism of the phenomenon is limited that can be partly attributed to the absence of adequate validated numerical models. In this study, we applied and validated a Computational Fluid Dynamics numerical model (FLOW3D-Hydro) and used it for investigating the sensitivity of landslide-generated waves to the variations of different parameters. This study is limited to solid-block submarine landslides moving downward at a fi xed slope angle of 45°. We conducted 177 simulations applying the validated model by using three different sliding block sizes (small, medium, and large). The experiments revealed an inverse exponential relationship between maximum initial landslide amplitude and both initial submergence depth and travel distance. We observed that the dominant wave period generated by the large block was 0.7 s whereas it was 1.1 s for the small block; this unexpected result could be attributed to the relatively lower velocity of the sliding mass for the case of the smaller block. DOI: 10.1061/(ASCE)WW.1943-5460.0000694 . This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/.
当前位置海底滑坡产生的海浪对世界各地的沿海社区造成了重大的破坏。尽管如此,关于这一现象的机制的现有知识是有限的,部分原因是缺乏适当的经过验证的数值模型。在这项研究中,我们应用并验证了计算流体动力学数值模型(FLOW3D-Hydro),并使用它来研究滑坡产生的波对不同参数变化的敏感性。本研究仅限于以45°固定坡角向下移动的固体块体海底滑坡。我们使用三种不同的滑动块尺寸(小、中、大),应用验证模型进行了177次模拟。试验结果表明,最大初始滑坡幅值与初始淹没深度和移动距离均呈反指数关系。我们观察到,大块体产生的主导波周期为0.7 s,而小块体产生的主导波周期为1.1 s;这一意想不到的结果可归因于较小块体的滑动质量相对较低的速度。Doi: 10.1061/(asce) www .1943-5460.0000694。本作品在知识共享署名4.0国际许可协议(https://creativecommons.org/licenses/by/4.0/)下提供。
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引用次数: 5
Downdrift Port Siltation Adjacent to a River Mouth: Mechanisms and Effects of Littoral Sediment Transport to the Navigation Channel 靠近河口的下游港口淤积:沿岸泥沙向航道输送的机制和影响
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-03-01 DOI: 10.1061/(asce)ww.1943-5460.0000700
Andhy Romdani, Jia‐Lin Chen, Hwa Chien, Jing Lin, Chuan-Kai Hung, Yu-qi Huang
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引用次数: 1
A Costal Defense Work Plan 40 Years Later: Review and Evaluation of the Espinho Case Study in Portugal 40年后的海防工作计划:葡萄牙埃斯皮尼奥案例研究的回顾与评价
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000712
Soraia Teixeira Canelas, F. Sancho, A. Trigo-Teixeira
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引用次数: 1
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Journal of Waterway Port Coastal and Ocean Engineering
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