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Journal of Waterway Port Coastal and Ocean Engineering最新文献

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Experimental Assessment of Hydrodynamic Coefficients for a Heave Plate Executing Pitch Oscillations 纵摇升沉板水动力系数的实验研究
IF 2.2 3区 工程技术
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2022-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000683
A. Abazari, M. Behzad, K. Thiagarajan
{"title":"Experimental Assessment of Hydrodynamic Coefficients for a Heave Plate Executing Pitch Oscillations","authors":"A. Abazari, M. Behzad, K. Thiagarajan","doi":"10.1061/(asce)ww.1943-5460.0000683","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000683","url":null,"abstract":"Abstract A submerged oscillating heave plate is utilized as a mechanism in some marine structures for vibration reduction. Quantifying the hydrodynamic properties in axial (heave) oscillations has ...","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":" ","pages":""},"PeriodicalIF":2.2,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43643688","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
Scour Mechanics of a Tsunami-Like Bore around a Square Structure 方形结构周围海啸状孔洞的冲刷力学
IF 2.2 3区 工程技术
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2022-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000686
Razieh Mehrzad, I. Nistor, C. Rennie
{"title":"Scour Mechanics of a Tsunami-Like Bore around a Square Structure","authors":"Razieh Mehrzad, I. Nistor, C. Rennie","doi":"10.1061/(asce)ww.1943-5460.0000686","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000686","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":" ","pages":""},"PeriodicalIF":2.2,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46096601","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
Effect of the Current-Wave Angle on the Local Scour Around Circular Piles 流波角对圆桩周围局部冲刷的影响
IF 2.2 3区 工程技术
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2022-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000692
Oscar de la Torre, M. Hann, Jon Miles, S. Stripling, D. Greaves
{"title":"Effect of the Current-Wave Angle on the Local Scour Around Circular Piles","authors":"Oscar de la Torre, M. Hann, Jon Miles, S. Stripling, D. Greaves","doi":"10.1061/(asce)ww.1943-5460.0000692","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000692","url":null,"abstract":"This paper studies the effect of the wave front-current angle on the scour around a circular pile. An experimental study was carried out in the Coastal, Ocean and Sediment Transport (COAST) laboratory at the University of Plymouth (UK) using a single monopile of 0.125 m in diameter and an 8 m long by 1.5 m wide by 0.2 m high sand pit. The results obtained during the test campaign show the influence of the angle between waves and currents on both the maximum scour depth and the time scale of the process. Wave fronts partially aligned with current (65°) produce deeper scour holes than perpendicular forcing conditions (90°). Wave fronts partially against the current (115°) produce less scour than any of the two previous scenarios. The addition of waves reduced the maximum scour depth, compared with the current-only case. The development of the scour hole was found to be more rapid when waves are added to the current, with 50% of the final scour achieved in half the time. The results show that wave direction relative to the current is an important component in scour prediction. DOI: 10.1061/(ASCE)WW.1943-5460.0000692. © 2021 American Society of Civil Engineers. Author keywords: Scour; Monopile; Sediment transport; Wave-current interaction.","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":" ","pages":""},"PeriodicalIF":2.2,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45481306","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
Southwest Pass Sedimentation and Dredging Data Analysis 西南通道泥沙淤积及疏浚数据分析
IF 2.2 3区 工程技术
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2022-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000684
Michael A. Hartman, K. Mitchell, Lauren Dunkin, James Lewis, Benjamin Emery, N. Lenssen, Ronald M. Copeland
{"title":"Southwest Pass Sedimentation and Dredging Data Analysis","authors":"Michael A. Hartman, K. Mitchell, Lauren Dunkin, James Lewis, Benjamin Emery, N. Lenssen, Ronald M. Copeland","doi":"10.1061/(asce)ww.1943-5460.0000684","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000684","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":"1 1","pages":""},"PeriodicalIF":2.2,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"58563858","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
Bore Impact on Decks of Coastal Structures 钻孔对海岸构筑物甲板的影响
IF 2.2 3区 工程技术
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2022-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000696
M. Hayatdavoodi, Jiaqi Liu, R. Cengiz Ertekin
{"title":"Bore Impact on Decks of Coastal Structures","authors":"M. Hayatdavoodi, Jiaqi Liu, R. Cengiz Ertekin","doi":"10.1061/(asce)ww.1943-5460.0000696","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000696","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":"1 1","pages":""},"PeriodicalIF":2.2,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"58563869","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: 6
Effects of Model Resolution and Coverage on Storm-Driven Coastal Flooding Predictions 模型分辨率和覆盖率对风暴驱动的沿海洪水预报的影响
IF 2.2 3区 工程技术
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2022-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000687
Ajimon Thomas, J. Dietrich, C. Dawson, R. Luettich
{"title":"Effects of Model Resolution and Coverage on Storm-Driven Coastal Flooding Predictions","authors":"Ajimon Thomas, J. Dietrich, C. Dawson, R. Luettich","doi":"10.1061/(asce)ww.1943-5460.0000687","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000687","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":" ","pages":""},"PeriodicalIF":2.2,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43022088","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
Maritime Transport Efficiency to Inform Demand-Driven User Fees for Harbor Infrastructure 海上运输效率为需求驱动的港口基础设施用户收费提供信息
IF 2.2 3区 工程技术
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2022-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000695
Dennis Sugrue, P. Adriaens
{"title":"Maritime Transport Efficiency to Inform Demand-Driven User Fees for Harbor Infrastructure","authors":"Dennis Sugrue, P. Adriaens","doi":"10.1061/(asce)ww.1943-5460.0000695","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000695","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":" ","pages":""},"PeriodicalIF":2.2,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45154655","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
Innovative Booster for Dynamic Installation of OMNI-Max Anchor in Clay: Numerical Modeling 粘土中OMNI-Max锚杆动态安装的创新助力器:数值模拟
IF 2.2 3区 工程技术
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2022-01-01 DOI: 10.1061/(asce)ww.1943-5460.0000691
Jun Liu, Lianghui Liu, C. Han
{"title":"Innovative Booster for Dynamic Installation of OMNI-Max Anchor in Clay: Numerical Modeling","authors":"Jun Liu, Lianghui Liu, C. Han","doi":"10.1061/(asce)ww.1943-5460.0000691","DOIUrl":"https://doi.org/10.1061/(asce)ww.1943-5460.0000691","url":null,"abstract":"","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":" ","pages":""},"PeriodicalIF":2.2,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47207487","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
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
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000678
S. Jeyaraj, B. Ramakrishnan
{"title":"Field Measurement and Modeling of Sediment Transport along a Sandy Pocket Beach, Central West Coast of India","authors":"S. Jeyaraj, B. Ramakrishnan","doi":"10.1061/(ASCE)WW.1943-5460.0000678","DOIUrl":"https://doi.org/10.1061/(ASCE)WW.1943-5460.0000678","url":null,"abstract":"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...","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":"1987 1","pages":"05021014"},"PeriodicalIF":2.2,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88755334","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
Approaches in Scaling Small-Scale Experiments on the Breaking Wave Interactions with a Vertical Wall Attached with Recurved Parapets 折弯护墙垂壁破碎波相互作用的小尺度实验方法
IF 2.2 3区 工程技术
Journal of Waterway Port Coastal and Ocean Engineering Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)WW.1943-5460.0000674
R. Ravindar, V. Sriram, S. Schimmels, D. Stagonas
{"title":"Approaches in Scaling Small-Scale Experiments on the Breaking Wave Interactions with a Vertical Wall Attached with Recurved Parapets","authors":"R. Ravindar, V. Sriram, S. Schimmels, D. Stagonas","doi":"10.1061/(ASCE)WW.1943-5460.0000674","DOIUrl":"https://doi.org/10.1061/(ASCE)WW.1943-5460.0000674","url":null,"abstract":"Abstract The breaking wave interactions on a vertical wall with three different recurved parapets were examined in two different scales (1:1 and 1:8) to study the scale effects. A similar testing c...","PeriodicalId":54367,"journal":{"name":"Journal of Waterway Port Coastal and Ocean Engineering","volume":"157 1","pages":"04021034"},"PeriodicalIF":2.2,"publicationDate":"2021-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77272533","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: 6
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