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Journal of Waterway Port Coastal and Ocean Engineering最新文献

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Experimental Investigations of the Impact of Tsunami-Like Hydraulic Bores on a Square Structure. I: Pore Pressure Variations 海啸样水力钻孔对方形结构影响的实验研究。I: 孔隙压力变化
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000726
M. Rajaie, A. Azimi, I. Nistor, C. Rennie
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引用次数: 0
Wave–Current Impulsive Debris Loading on a Coastal Building Array 波浪-水流对海岸建筑阵列的冲击碎片荷载
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000731
Joaquin P. Moris, Olivia Burke, A. Kennedy, J. Westerink
{"title":"Wave–Current Impulsive Debris Loading on a Coastal Building Array","authors":"Joaquin P. Moris, Olivia Burke, A. Kennedy, J. Westerink","doi":"10.1061/(asce)ww.1943-5460.0000731","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000731","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":null,"pages":null},"PeriodicalIF":2.2,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41975553","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: 2
Hydrodynamic Real-Time Hybrid Simulation Demonstrated for Cascading Seismic and Tsunami Events 级联地震和海啸事件的流体动力学实时混合模拟
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000733
Christopher Neumann, B. Simpson, A. Schellenberg, P. Lomónaco, S. You
{"title":"Hydrodynamic Real-Time Hybrid Simulation Demonstrated for Cascading Seismic and Tsunami Events","authors":"Christopher Neumann, B. Simpson, A. Schellenberg, P. Lomónaco, S. You","doi":"10.1061/(asce)ww.1943-5460.0000733","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000733","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":null,"pages":null},"PeriodicalIF":2.2,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49345414","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: 0
Experimental Investigations of the Impact of Tsunami-Like Hydraulic Bores on a Square Vertical Structure. II: Local Scour 海啸型水力钻孔对方形垂直结构冲击的实验研究。II:局部冲刷
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000732
M. Rajaie, A. Azimi, I. Nistor, C. Rennie
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引用次数: 1
Nearshore Vertical Pore Pressure Gradients and Onshore Sediment Transport under Tropical Storm Forcing 热带风暴强迫下近岸垂直孔隙压力梯度与陆上沉积物输运
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-11-01 DOI: 10.1061/(asce)ww.1943-5460.0000723
M. Florence, N. Stark, B. Raubenheimer, S. Elgar
{"title":"Nearshore Vertical Pore Pressure Gradients and Onshore Sediment Transport under Tropical Storm Forcing","authors":"M. Florence, N. Stark, B. Raubenheimer, S. Elgar","doi":"10.1061/(asce)ww.1943-5460.0000723","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000723","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":null,"pages":null},"PeriodicalIF":2.2,"publicationDate":"2022-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44636873","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: 1
Investigation of Momentum Correction Factor in the Swash Flow 斜流中动量修正系数的研究
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-11-01 DOI: 10.1061/(asce)ww.1943-5460.0000722
Fangfang Zhu, N. Dodd, M. Larson, J. Zhang
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引用次数: 0
Evaluation of Total Sediment Transport Model in the Simulation of Morphodynamics in Two Different Hydrodynamic Settings 总输沙模型在两种不同水动力环境下形态动力学模拟中的评价
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-11-01 DOI: 10.1061/(asce)ww.1943-5460.0000727
Saichenthur Nandhakumar, M. Kantharaj, Sundar Vallam
{"title":"Evaluation of Total Sediment Transport Model in the Simulation of Morphodynamics in Two Different Hydrodynamic Settings","authors":"Saichenthur Nandhakumar, M. Kantharaj, Sundar Vallam","doi":"10.1061/(asce)ww.1943-5460.0000727","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000727","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":null,"pages":null},"PeriodicalIF":2.2,"publicationDate":"2022-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49585215","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: 2
Modeling of Coastal Erosion in Exposed and Groin-Protected Steep Beaches 暴露和腹股沟保护的陡峭海滩的海岸侵蚀模拟
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-11-01 DOI: 10.1061/(asce)ww.1943-5460.0000719
J. L. Garzon, O. Ferreira, T. Plomaritis
10 Process-based models are suitable tools for reproducing storm-driven erosion. However, their performance has been mainly 11 examined on mild-slope sandy beaches and their use on steep beaches represents still a challenge. Here, XBeach experiments were 12 combined with topographical measurements collected for two storms (16-yr and 5-yr return period) to obtain a reliable model. The model 13 parameters “facua” (parameterized wave asymmetry and skewness sediment transport component), “bermslope” (upslope transport term 14 for semi-reflective beaches), and “wetslope” (critical avalanching submerged slope) were utilized for calibration and validation. The 16-yr 15 storm simulations on an exposed beach revealed that whether “bermslope” increased, “facua” must be reduced, and vice versa, to properly 16 simulate erosion. Adding “bermslope” provided excellent results for these storms when using “facua” and “wetslope” values close to the 17 recommended values. In a groin-protected site, XBeach was successfully calibrated and validated for the tested storms using these 18 parameters, although with different values. These experiments demonstrated that the appropriate use of these parameters can satisfactorily 19 simulate morphological changes on steep beaches for different hydrodynamic conditions and coastal settings (exposed and groin-20 protected
10基于过程的模型是重现风暴驱动侵蚀的合适工具。然而,它们的性能主要是在温和斜坡的沙滩上进行测试,在陡峭的海滩上使用它们仍然是一个挑战。在这里,XBeach实验与两次风暴(16年和5年的重现期)的地形测量相结合,获得了一个可靠的模型。利用模型13个参数“facua”(参数化波浪不对称和偏度输沙分量)、“bermslope”(半反射海滩上坡输沙项14)和“wetslope”(临界雪崩淹没坡)进行校准和验证。在一个裸露的海滩上进行的16年的风暴模拟表明,无论“bermslope”是否增加,“facua”是否必须减少,反之亦然,才能正确地模拟侵蚀。当使用“facua”和“wetslope”值接近17个推荐值时,添加“bermslope”为这些风暴提供了极好的结果。在一个受腹股沟保护的地点,XBeach成功地使用这18个参数对测试的风暴进行了校准和验证,尽管它们的值不同。这些实验表明,适当使用这些参数可以令人满意地模拟不同水动力条件和海岸设置(暴露和腹股沟保护)下陡峭海滩的形态变化
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引用次数: 1
Remaining Capacity of Low-Crested Rubble Mounds Damaged by Breaking Waves in Surf Zone 冲浪区破碎浪破坏下低峰碎石丘的剩余容量
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-11-01 DOI: 10.1061/(asce)ww.1943-5460.0000728
Michele Strazzella, N. Kobayashi
{"title":"Remaining Capacity of Low-Crested Rubble Mounds Damaged by Breaking Waves in Surf Zone","authors":"Michele Strazzella, N. Kobayashi","doi":"10.1061/(asce)ww.1943-5460.0000728","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000728","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":null,"pages":null},"PeriodicalIF":2.2,"publicationDate":"2022-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42097421","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: 0
Bragg Scattering of Surface Gravity Waves by an Array of Surface-Piercing Variable Porosity Barriers 表面重力波的Bragg散射通过一系列表面穿透变孔隙屏障
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-11-01 DOI: 10.1061/(asce)ww.1943-5460.0000729
C. Nishad, S. Neelamani, K. Vijay, T. Sahoo
{"title":"Bragg Scattering of Surface Gravity Waves by an Array of Surface-Piercing Variable Porosity Barriers","authors":"C. Nishad, S. Neelamani, K. Vijay, T. Sahoo","doi":"10.1061/(asce)ww.1943-5460.0000729","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000729","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":null,"pages":null},"PeriodicalIF":2.2,"publicationDate":"2022-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41490994","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: 0
期刊
Journal of Waterway Port Coastal and Ocean Engineering
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