Pub Date : 2024-01-01DOI: 10.1061/jwped5.wweng-2034
D. Myrhaug, B. Leira, Pål F. Lader
{"title":"Discussion of “Design Scour Levels for Dune Revetments and Seawalls”","authors":"D. Myrhaug, B. Leira, Pål F. Lader","doi":"10.1061/jwped5.wweng-2034","DOIUrl":"https://doi.org/10.1061/jwped5.wweng-2034","url":null,"abstract":"","PeriodicalId":509399,"journal":{"name":"Journal of Waterway, Port, Coastal, and Ocean Engineering","volume":"31 11","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139128843","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1061/jwped5.wweng-2058
Alexander F. Nielsen
{"title":"Closure to Discussion of “Design Scour Levels for Dune Revetments and Seawalls”","authors":"Alexander F. Nielsen","doi":"10.1061/jwped5.wweng-2058","DOIUrl":"https://doi.org/10.1061/jwped5.wweng-2058","url":null,"abstract":"","PeriodicalId":509399,"journal":{"name":"Journal of Waterway, Port, Coastal, and Ocean Engineering","volume":"96 10","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139128645","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1061/jwped5.wweng-2022
Qazi Ashique E. Mowla, Habib Ahmari
{"title":"Experimental Study of Flow Characteristics and Geometry of Scour Hole around Cylindrical Piers Subject to Wave and Current","authors":"Qazi Ashique E. Mowla, Habib Ahmari","doi":"10.1061/jwped5.wweng-2022","DOIUrl":"https://doi.org/10.1061/jwped5.wweng-2022","url":null,"abstract":"","PeriodicalId":509399,"journal":{"name":"Journal of Waterway, Port, Coastal, and Ocean Engineering","volume":"50 20","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139126805","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1061/jwped5.wweng-2017
N. Juan, Javier Olalde Rodríguez, V. N. Valdecantos
{"title":"Comparison of the SIMAR-WANA, ERA-5, and Waverys Databases for Maritime Climate Estimations and the Implications of Coastal Protection Structures","authors":"N. Juan, Javier Olalde Rodríguez, V. N. Valdecantos","doi":"10.1061/jwped5.wweng-2017","DOIUrl":"https://doi.org/10.1061/jwped5.wweng-2017","url":null,"abstract":"","PeriodicalId":509399,"journal":{"name":"Journal of Waterway, Port, Coastal, and Ocean Engineering","volume":"59 16","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139127860","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-12-15DOI: 10.1061/jwped5.wweng-2015
David L. Young, B. Scully, Sean P. McGill, Ashley J. Elkins, Marin M. Kress
The US Army Corps of Engineers (USACE) traditionally uses two metrics to evaluate the maintenance of coastal navigation projects: tonnage at the associated port (representing relative importance) and the controlling depth in the channel (representing operating condition). These are incorporated into a risk-based decision framework directing funds where channel conditions have deteriorated and the disrupted tonnage potential is the highest. However, these metrics fail to capture shipper demand for the maintained depth service provided by the USACE through dredging. Using automatic identification system (AIS) data, the USACE is pioneering new metrics describing vessel demand for the channel depth, represented by vessel encroachment volume (VEV). VEV describes the volume of the hull intruding into a specified clearance margin above the bed and captures how much vessels use the deepest portions of USACE-dredged channels. This study compares the VEV among 13 ports over 4 years by combining AIS, tidal elevations, channel surveys, and sailing draft. The ports are ranked based on the services demanded by their user base to inform the decision framework driving dredge funding allocations. Integrating demand for-depth metrics into the Harbor Maintenance Fee assessment and/or Trust Fund disbursements could alleviate the constitutionality concerns and several criticisms levied against Harbor Maintenance funding.
{"title":"Ranking Ports by Vessel Demand for Depth","authors":"David L. Young, B. Scully, Sean P. McGill, Ashley J. Elkins, Marin M. Kress","doi":"10.1061/jwped5.wweng-2015","DOIUrl":"https://doi.org/10.1061/jwped5.wweng-2015","url":null,"abstract":"The US Army Corps of Engineers (USACE) traditionally uses two metrics to evaluate the maintenance of coastal navigation projects: tonnage at the associated port (representing relative importance) and the controlling depth in the channel (representing operating condition). These are incorporated into a risk-based decision framework directing funds where channel conditions have deteriorated and the disrupted tonnage potential is the highest. However, these metrics fail to capture shipper demand for the maintained depth service provided by the USACE through dredging. Using automatic identification system (AIS) data, the USACE is pioneering new metrics describing vessel demand for the channel depth, represented by vessel encroachment volume (VEV). VEV describes the volume of the hull intruding into a specified clearance margin above the bed and captures how much vessels use the deepest portions of USACE-dredged channels. This study compares the VEV among 13 ports over 4 years by combining AIS, tidal elevations, channel surveys, and sailing draft. The ports are ranked based on the services demanded by their user base to inform the decision framework driving dredge funding allocations. Integrating demand for-depth metrics into the Harbor Maintenance Fee assessment and/or Trust Fund disbursements could alleviate the constitutionality concerns and several criticisms levied against Harbor Maintenance funding.","PeriodicalId":509399,"journal":{"name":"Journal of Waterway, Port, Coastal, and Ocean Engineering","volume":"59 6","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139178974","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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