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Journal of Waterway Port Coastal and Ocean Engineering最新文献

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Wave Interaction with Horizontal Multilayer Porous Plates 波浪与水平多层多孔板的相互作用
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-09-01 DOI: 10.1061/(asce)ww.1943-5460.0000720
Sunny Kumar Poguluri, Jeongrok Kim, Arun George, I. Cho
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引用次数: 3
Effects of Shell Hash on Friction Angles of Surficial Seafloor Sediments near Oysters 贝壳哈希对牡蛎附近表层海底沉积物摩擦角的影响
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-09-01 DOI: 10.1061/(asce)ww.1943-5460.0000716
Samuel T. Consolvo, N. Stark, B. Castellanos, C. Castro-Bolinaga, Steven Hall, G. Massey
Oysters are hypothesized to affect the shear strength of nearby surficial seafloor sediment as fragments of oyster shells (shell hash) are typically more angular relative to sand particles alone, among other differences. Resistance to shearing is well characterized by the friction angle, which is estimated in this study from vacuum triaxial laboratory and portable free-fall penetrometer field tests. Friction angles of sediment with shell hash were higher relative to those of sediment without shell hash (via hydrochloric acid treatment) on average by about 19% (36.0°–30.2°, respectively). Triaxial confining pressures ranged between 2.1 and 49.0 kPa to simulate subtidal and intertidal aquatic conditions. Regularity (average of particle roundness and sphericity) values of sediment samples with shell hash were found to be less than those of samples without by about 6% (0.66 and 0.70, respectively), which indicates the particle shapes of the former are, overall, more angular and less spherical. Further study and methodology improvements are needed to decrease the approximate 9° friction angle discrepancy estimated from fieldand laboratory-based tests. Knowing oysters have the potential to increase sediment shearing resistance helps establish a pathway of how shellfish colonies may contribute to mitigating surficial erosion around coastal infrastructure. DOI: 10.1061/(ASCE)WW.1943-5460.0000716. This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/.
假设牡蛎会影响附近表层海底沉积物的抗剪强度,因为牡蛎壳碎片(贝壳碎片)通常相对于单独的砂粒更具角度,还有其他差异。本研究通过真空三轴实验室和便携式自由落体透度计的现场试验估计了摩擦角,从而很好地表征了剪切阻力。有壳散列的沉积物的摩擦角比没有壳散列的沉淀物(通过盐酸处理)的摩擦角平均高出约19%(分别为36.0°–30.2°)。三轴围压范围在2.1和49.0kPa之间,以模拟潮下和潮间带的水生条件。研究发现,带有贝壳散列的沉积物样品的规则性(颗粒圆度和球形度的平均值)值比没有贝壳散列的样品低约6%(分别为0.66和0.70),这表明前者的颗粒形状总体上更具棱角,而球形更小。需要进一步的研究和方法改进,以减少现场和实验室测试估计的大约9°摩擦角差异。了解牡蛎有可能增加沉积物的抗剪切能力,有助于建立一条途径,了解贝类群落如何有助于减轻沿海基础设施周围的地表侵蚀。DOI:10.1061/(ASCE)WW.1943-5460.0000716。这项工作是根据知识共享署名4.0国际许可证的条款提供的,https://creativecommons.org/licenses/by/4.0/.
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引用次数: 1
Role of Armor Roughness in Overtopping Response of Upgraded Multilayer Rubble Mound Breakwaters 加强型多层碎石丘防波堤护甲粗糙度对溢流响应的影响
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-09-01 DOI: 10.1061/(asce)ww.1943-5460.0000721
Y. Pepi, C. Cecioni, L. Franco
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引用次数: 1
Hydrodynamics and Associated Scour around a Free-Standing Structure Due to Turbulent Bores 紊流孔引起的独立结构周围的水动力学和相关冲刷
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-09-01 DOI: 10.1061/(asce)ww.1943-5460.0000717
Philippe April-LeQuéré, I. Nistor, A. Mohammadian, S. Schimmels, A. Schendel, N. Goseberg, M. Welzel, Clemens Krautwald, J. Stolle
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引用次数: 1
Dredging Volume Estimation and Dredging Timing for Waterway Maintenance: A Case Study Using a Depth-Averaged Hydrosediment–Morphodynamic Model with Transient Dredging Effects 航道维护的疏浚量估计和疏浚时间:使用具有瞬时疏浚效应的深度平均水文泥沙形态动力学模型的案例研究
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-09-01 DOI: 10.1061/(asce)ww.1943-5460.0000718
P. Hu, S. Deng, Zixiong Zhao, Z. Cao, Huai-han Liu
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引用次数: 1
Quantifying Wide-Body Vessel Navigation Delay in Narrow Waterways: A Case Study at the Houston Ship Channel 宽体船在狭窄航道中的航行延迟量化:以休斯顿航道为例
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-07-01 DOI: 10.1061/(asce)ww.1943-5460.0000709
Sepideh Zohoori, Uttara Roy, M. Hamidi, Xing Wu
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引用次数: 2
Numerical Evaluation of Optimal Sizes of Wells Turbine and Chamber of a Cluster of Oscillating Water Columns Integrated into a Breakwater on the Southern Brazilian Coast 巴西南部海岸防波堤中振荡水柱群的井涡轮和舱室最佳尺寸的数值评估
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-07-01 DOI: 10.1061/(asce)ww.1943-5460.0000713
G. F. Wiener, P. Teixeira, E. Didier
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引用次数: 3
Determination of the Optimal Groin Length on a Sandy Multibar Shore of a Nontidal Sea: Case Study of the Hel Peninsula, Poland, South Baltic Sea 无潮海上沙质多条海岸最佳Groin长度的确定——以波罗的海南部波兰赫尔半岛为例
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-07-01 DOI: 10.1061/(asce)ww.1943-5460.0000714
Piotr Szmytkiewicz, M. Szmytkiewicz, R. Ostrowski, T. Marcinkowski
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引用次数: 0
Conceptual Model for the Operational Performance of the Container Terminals in India 印度集装箱码头运营绩效的概念模型
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-07-01 DOI: 10.1061/(asce)ww.1943-5460.0000715
V. Nanyam, K. N. Jha
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引用次数: 1
Impacts of a Floating Structure on the Residence Time in a Poorly Flushed Estuary, Golden Horn 一个浮式结构对低冲水河口停留时间的影响,金角
IF 2.2 3区 工程技术 Q2 Engineering Pub Date : 2022-07-01 DOI: 10.1061/(asce)ww.1943-5460.0000710
Olgay Şen, Şehriban Saçu, T. Erdik, I. Öztürk
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引用次数: 0
期刊
Journal of Waterway Port Coastal and Ocean Engineering
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