Pub Date : 2019-06-13DOI: 10.1680/JMAEN.2019.172.1.1
J. Correia, T. Ferradosa, J. Castro, N. Fantuzzi, A. Jesus
{"title":"Editorial: Renewable Energy and Oceanic Structures: Part I","authors":"J. Correia, T. Ferradosa, J. Castro, N. Fantuzzi, A. Jesus","doi":"10.1680/JMAEN.2019.172.1.1","DOIUrl":"https://doi.org/10.1680/JMAEN.2019.172.1.1","url":null,"abstract":"","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"46 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2019-06-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89941338","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}
Beatriz Molina Serrano, Nicoleta González-Cancelas, Francisco Soler-Flores
Economic globalisation and the decentralisation of production and consumption centres have led to major congestion problems in the main European corridors and environmental pollution. As a result, ...
经济全球化以及生产和消费中心的分散化导致了欧洲主要走廊的严重拥堵问题和环境污染。因此，……
{"title":"Sustainable short sea shipping: social component analysis through decision networks","authors":"Beatriz Molina Serrano, Nicoleta González-Cancelas, Francisco Soler-Flores","doi":"10.1680/JMAEN.2017.19","DOIUrl":"https://doi.org/10.1680/JMAEN.2017.19","url":null,"abstract":"Economic globalisation and the decentralisation of production and consumption centres have led to major congestion problems in the main European corridors and environmental pollution. As a result, ...","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"55 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2018-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80449819","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}
A. Polidoro, T. Pullen, John Eade, T. Mason, B. Blanco, D. Wyncoll
The south coast of the UK is identified as a location where significant wave swell components are present within the regional wave climate. During the winters of 2006 and 2014, several sites along the south coast of the UK were subject to significant damages where flood events were recorded. These sea–states were characterised by having a double–peaked wave spectra, observing a connection between wave spectrum shape and beach response. A 2D physical model study was carried out to investigate the effect of gravel beach profile response under wave spectra characterised by swell and wind wave periods in various combinations. The physical model results have shown the effect of bimodal wave spectrum on the beach crest erosion and have been compared with the parametric model of SHINGLE and the numerical model XBeach-G. Based on this 2D physical model study a new parametric model, Shingle–B, has been derived and an online tool has been developed and made available on the website for the National Network of Regional Coastal Monitoring Programmes of England. This new tool has been validated with two sites in the South of England where field data of both waves and profiles was available.
{"title":"Gravel beach profile response allowing for bimodal sea states","authors":"A. Polidoro, T. Pullen, John Eade, T. Mason, B. Blanco, D. Wyncoll","doi":"10.1680/JMAEN.2018.11","DOIUrl":"https://doi.org/10.1680/JMAEN.2018.11","url":null,"abstract":"The south coast of the UK is identified as a location where significant wave swell components are present within the regional wave climate. During the winters of 2006 and 2014, several sites along the south coast of the UK were subject to significant damages where flood events were recorded. These sea–states were characterised by having a double–peaked wave spectra, observing a connection between wave spectrum shape and beach response. A 2D physical model study was carried out to investigate the effect of gravel beach profile response under wave spectra characterised by swell and wind wave periods in various combinations. The physical model results have shown the effect of bimodal wave spectrum on the beach crest erosion and have been compared with the parametric model of SHINGLE and the numerical model XBeach-G. Based on this 2D physical model study a new parametric model, Shingle–B, has been derived and an online tool has been developed and made available on the website for the National Network of Regional Coastal Monitoring Programmes of England. This new tool has been validated with two sites in the South of England where field data of both waves and profiles was available.","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"72 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2018-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84133321","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}
Around the UK, many coastal harbours have reduced in importance and/or lost the original sources of income against which to defray maintenance or refurbishment. Their breakwaters may however still protect harbour-side properties against wave overtopping, and thus flooding. This paper presents results from an exploratory study to identify how blockwork breakwaters common in many smaller UK coastal harbours may collapse due to storm action, and in this paper, how much wave protection is given by collapsed breakwaters. The companion paper by Pearson & Allsop (2017) describes initial work to estimate the failure of blockwork walls, and presents results of wall collapse tests.
{"title":"Orphan breakwaters – what protection is given when they collapse?","authors":"Nigel William Henry Allsop, A. Pearson, T. Bruce","doi":"10.1680/JMAEN.2018.13","DOIUrl":"https://doi.org/10.1680/JMAEN.2018.13","url":null,"abstract":"Around the UK, many coastal harbours have reduced in importance and/or lost the original sources of income against which to defray maintenance or refurbishment. Their breakwaters may however still protect harbour-side properties against wave overtopping, and thus flooding. This paper presents results from an exploratory study to identify how blockwork breakwaters common in many smaller UK coastal harbours may collapse due to storm action, and in this paper, how much wave protection is given by collapsed breakwaters. The companion paper by Pearson & Allsop (2017) describes initial work to estimate the failure of blockwork walls, and presents results of wall collapse tests.","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"87 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2018-11-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87825021","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}
T. Pullen, Ye Liu, Pedro Otiñar Morillas, D. Wyncoll, S. Malde, B. Gouldby
Mean wave overtopping discharge is generally accepted to be a primary design criterion for assessing the performance of coastal structures. It is a boundary condition for many coastal flood risk assessments. Modern methods for assessing wave overtopping discharges and their consequences are well documented and reported. Among the various tools available for assessing wave overtopping, the use of artificial neural networks has become increasingly popular. This paper introduces the next stage in the development of these models. Using the same source data, the new generic meta-modelling overtopping model reduces uncertainties and gives clear guidance on the range and validity of the outputs.
{"title":"A generic and practical wave overtopping model that includes uncertainty","authors":"T. Pullen, Ye Liu, Pedro Otiñar Morillas, D. Wyncoll, S. Malde, B. Gouldby","doi":"10.1680/JMAEN.2017.31","DOIUrl":"https://doi.org/10.1680/JMAEN.2017.31","url":null,"abstract":"Mean wave overtopping discharge is generally accepted to be a primary design criterion for assessing the performance of coastal structures. It is a boundary condition for many coastal flood risk assessments. Modern methods for assessing wave overtopping discharges and their consequences are well documented and reported. Among the various tools available for assessing wave overtopping, the use of artificial neural networks has become increasingly popular. This paper introduces the next stage in the development of these models. Using the same source data, the new generic meta-modelling overtopping model reduces uncertainties and gives clear guidance on the range and validity of the outputs.","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"56 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2018-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88554316","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}
Huge areas of the seabed and many shores around the world have, at one time or another, been subject to some form of military activity, which has left an unwelcome legacy of unexploded ordnance (UX...
世界各地的大片海床和许多海岸曾一度受到某种形式的军事活动的影响，留下了不受欢迎的未爆弹药的遗产。
{"title":"Considerations for dealing with unexploded ordnance on maritime engineering projects","authors":"N. Cooper, S. Cooke","doi":"10.1680/JMAEN.2017.30","DOIUrl":"https://doi.org/10.1680/JMAEN.2017.30","url":null,"abstract":"Huge areas of the seabed and many shores around the world have, at one time or another, been subject to some form of military activity, which has left an unwelcome legacy of unexploded ordnance (UX...","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"16 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2018-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"75770846","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}
This paper focuses on recent works completed by GHD Pty Ltd in 2016 for the design of accessible ferry terminals and looks at the techniques utilised and designs implemented to develop terminals wi...
{"title":"Design for accessibility for floating structures","authors":"Matthew East","doi":"10.1680/jmaen.2018.12","DOIUrl":"https://doi.org/10.1680/jmaen.2018.12","url":null,"abstract":"This paper focuses on recent works completed by GHD Pty Ltd in 2016 for the design of accessible ferry terminals and looks at the techniques utilised and designs implemented to develop terminals wi...","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"111 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2018-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79182860","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}
T. G. Carter, A. Begin, P. Dittrich, C. Evans, Jenny Byron, Paula Rico, J. Carvalho, N. Solis, R. Gillinder, Leo Brewster, R. Arthur, D. Williamson, R. Murdoch
Evaluating the condition and stability of coastal cliffs and assessing longevity of significant overhangs and undercuts in an active marine environment is a challenge. As part of cliff management s...
{"title":"Innovative use of GIS and drone photogrammetry for cliff stability modelling","authors":"T. G. Carter, A. Begin, P. Dittrich, C. Evans, Jenny Byron, Paula Rico, J. Carvalho, N. Solis, R. Gillinder, Leo Brewster, R. Arthur, D. Williamson, R. Murdoch","doi":"10.1680/JMAEN.2018.17","DOIUrl":"https://doi.org/10.1680/JMAEN.2018.17","url":null,"abstract":"Evaluating the condition and stability of coastal cliffs and assessing longevity of significant overhangs and undercuts in an active marine environment is a challenge. As part of cliff management s...","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"1 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2018-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83068747","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}
Ariel J. Edesess, D. Kelliher, A. Borthwick, Gareth Thomas
This paper considers two methods for determining the local wave particle kinematics and hydrodynamic forces on an idealised wind turbine monopile in the southern North Sea using sea-state data from...
本文考虑了两种方法来确定局部波粒运动学和水动力在一个理想的风力发电机单桩在北海南部使用海况数据…
{"title":"Offshore monopile in the southern North Sea: part II, simulated hydrodynamics and loading","authors":"Ariel J. Edesess, D. Kelliher, A. Borthwick, Gareth Thomas","doi":"10.1680/JMAEN.2018.16","DOIUrl":"https://doi.org/10.1680/JMAEN.2018.16","url":null,"abstract":"This paper considers two methods for determining the local wave particle kinematics and hydrodynamic forces on an idealised wind turbine monopile in the southern North Sea using sea-state data from...","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"240 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2018-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73532382","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}
The trends within various coastal hydrodynamic data sets were investigated with the aim of providing a general methodology to gather, condense and store useful wave statistics using data collected ...
{"title":"Summarising wave data for the purpose of operational planning on coastlines","authors":"D. Villarroel-Lamb","doi":"10.1680/JMAEN.2018.14","DOIUrl":"https://doi.org/10.1680/JMAEN.2018.14","url":null,"abstract":"The trends within various coastal hydrodynamic data sets were investigated with the aim of providing a general methodology to gather, condense and store useful wave statistics using data collected ...","PeriodicalId":54575,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Maritime Engineering","volume":"56 1","pages":""},"PeriodicalIF":2.7,"publicationDate":"2018-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87423544","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}
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