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Journal of Waterway Port Coastal and Ocean Engineering最新文献

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Field Measurement and Modeling of Sediment Transport along a Sandy Pocket Beach, Central West Coast of India 印度中西海岸沙质口袋海滩泥沙输移的野外测量与模拟
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000678
S. Jeyaraj, B. Ramakrishnan
Abstract Sandy beaches generally are influenced by various coastal dynamic processes and undergo constant changes. The present study is an attempt to understand the hydromorphodynamic characteristi...
摘要沙滩通常受各种海岸动力过程的影响,并经历着不断的变化。本文的研究旨在了解水形态动力学特征。
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引用次数: 1
Projecting Hydro-Morphodynamic Impacts of Planned Layout Changes for a Coastal Harbor 沿海港口规划布局变化的水形态动力学影响预测
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000666
O. Lojek, N. Goseberg, T. Schlurmann
Abstract The macrotidally influenced harbor of Dagebull on the North Sea coast of Germany features a piled south jetty, for which provided constructive designs are investigated regarding their pote...
摘要:德国北海海岸的达吉布尔港受宏观影响,其特点是南码头堆,为其提供了建设性的设计,并对其港口进行了研究。
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引用次数: 2
Boussinesq-Type Modeling of Low-Frequency Wave Motions at Marina di Carrara Marina di Carrara低频波浪运动的boussinesq型模拟
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(asce)ww.1943-5460.0000676
M. Malej, F. Shi, J. Smith, G. Cuomo, N. Tozer
Abstract In this work, we carried out a case study of numerical simulations of low-frequency wave motions at the Marina di Carrara Harbor, where field observations have been conducted from 2005 to ...
摘要在这项工作中,我们对卡拉拉港的低频波运动进行了数值模拟的案例研究,从2005年到2005年,我们在卡拉拉港进行了实地观测。。。
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引用次数: 4
Numerical Simulation of the Boundary Layer Flow Generated in Monterey Bay, California, by the 2010 Chilean Tsunami: Case Study 2010年智利海啸在加利福尼亚州蒙特利湾产生的边界层流动的数值模拟:案例研究
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000673
Athanasios Makris, J. Lacy, D. Fuhrman
Abstract This work presents a case study involving the numerical simulation of the unsteady boundary layer generated by the 2010 Chilean tsunami, as measured by field equipment in Monterey Bay, Cal...
摘要本文介绍了一个案例研究,涉及2010年智利海啸产生的非定常边界层的数值模拟,由现场设备在加利福尼亚州蒙特利湾测量。
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引用次数: 1
Ecohydraulics of Surrogate Salt Marshes for Coastal Protection: Wave–Vegetation Interaction and Related Hydrodynamics on Vegetated Foreshores at Sea Dikes 海岸保护替代盐沼的生态水力学:海堤植被前滩波浪-植被相互作用及相关水动力
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000667
Kara Keimer, D. Schürenkamp, F. Miescke, Viktoria Kosmalla, O. Lojek, N. Goseberg
Abstract Vegetation on foreshores in close vicinity to sea dikes may prove beneficial as regulating ecosystem service in the context of coastal defense, dike safety, and flood protection by reducin...
在海堤附近的前海岸植被可能被证明是有益的,在海防、堤防安全和洪水保护的背景下调节生态系统服务。
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引用次数: 9
Interaction of Water Waves with a Semiporous Bottom-Mounted Cylindrical Storage Tank Containing a Cylindrical Pile 装有圆柱桩的半多孔底置圆柱储罐与水波的相互作用
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000669
A. Sarkar, S. Bora
Abstract In this study, we discuss the diffraction of linear water waves by a cylindrical storage tank whose inner part contains a cylindrical pile and the outer part contains a coaxial thin hollow...
摘要本文讨论了内嵌圆柱桩、外嵌同轴空心薄桩的圆柱储罐对线性水波的衍射问题。
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引用次数: 1
Formulating wave overtopping at vertical and sloping structures with shallow foreshores using deep-water wave characteristics 利用深水波特性确定浅滨垂直和倾斜结构的波浪过顶
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000675
Christopher H. Lashley, J. V. D. Meer, J. Bricker, C. Altomare, Tomohiro Suzuki, K. Hirayama
Abstract The state-of-the-art formulas for mean wave overtopping (q) assessment typically require wave conditions at the toe of the structure as input. However, for structures built either on land ...
最先进的平均波浪过顶(q)评估公式通常需要结构趾部的波浪条件作为输入。然而,对于建造在陆地上的建筑物…
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引用次数: 6
Evaluating Transport Formulations for Application to Nearshore Berms 评估近岸护堤应用的运输公式
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000668
R. Bain, B. McFall, Douglas R. Krafft, A. Hudson
Abstract Dredged sediment is commonly placed as a submerged nearshore berm to nourish the beach or to dissipate high-energy waves, but the lifespan of such features is not easily predicted by exist...
疏浚沉积物通常被放置作为淹没的近岸护堤,以滋养海滩或消散高能波浪,但这种特征的寿命很难用现有的方法来预测。
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引用次数: 3
Effective Flood Control Method in River Downstream Affected by Tidal Effect Using Optimal Operation of Estuary Barrage 河口拦河坝优化调度在潮汐效应影响下的有效防洪方法
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000671
Yong-Gun Kim, Myong-Bong Jo, Pyol Kim, Song-Nam Oh, Jong-Hye Choe, Byongyon Kim, Hyonchol Rim
Abstract This article introduces an effective flood control method in the downstream of a river through the optimal operation of a barrage that is connected with a sea. A new operating model for fl...
摘要:本文介绍了一种通过对临海拦河坝进行优化调度,在河流下游进行防洪的有效方法。一种新的运营模式…
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引用次数: 1
Two-Dimensional Computational and Physical Modeling of High-Speed Oil Spill Containment Booms 高速围油栏的二维计算与物理建模
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000670
H. Babaei, Scott Baker, A. Cornett, Abolghasem Pilechi
Abstract The main measure of response to aquatic oil spills is the mechanical containment and recovery from the water surface. The majority of containment booms are not effective when the relative ...
摘要水生溢油的主要应对措施是机械围堵和水面回收。大多数围油栏在相对…
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引用次数: 4
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Journal of Waterway Port Coastal and Ocean Engineering
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