Sam King, Martin Mulcahy, Bobbie Corbett, L. Angus Jackson, Jared Stewart, Loughlin Smith
{"title":"INNOVATIVE COASTAL CLIFF STABILISATION - THE SCARBOROUGH CLIFFS STABILISATION PROJECT","authors":"Sam King, Martin Mulcahy, Bobbie Corbett, L. Angus Jackson, Jared Stewart, Loughlin Smith","doi":"10.9753/icce.v37.management.64","DOIUrl":"https://doi.org/10.9753/icce.v37.management.64","url":null,"abstract":"Coastal cliff erosion and retreat is a common problem worldwide. Long-term erosion due to natural coastal processes have caused the iconic vibrant red cliffs of the Redcliffe peninsular (Scarborough, Queensland, Australia), to retreat landwards, which posed a potential risk to public safety and infrastructure. Investigations into coastal processes and geotechnical conditions at the site found that the retreat of the 320m long section of cliffs was largely driven by the slow notch erosion of the cliff base resulting in translational block failure of the overlying laterized cliff face and rotational collapse of the weaker cliff crest soils. To prevent continued notch erosion of the cliff base and subsequently improve the overall stability of the cliffs, a ‘lower cliff hardening’ solution was developed. This solution comprised of a coloured and textured, soilnailed, glass-fibre reinforced polymer reinforced shotcrete wall, which aimed to replicate the natural form and aesthetic of the existing lower cliff.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"102 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135829635","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}
Mick Hawkins, Paul Seaton, Patrick Hesp, Graziela Miot da Silva
{"title":"UNDERSTANDING THE COASTAL RROCESSES WITHIN GUICHEN BAY AND CAPE DOMBEY THROUGH AIRBORNE LIDAR BATHYMETRY","authors":"Mick Hawkins, Paul Seaton, Patrick Hesp, Graziela Miot da Silva","doi":"10.9753/icce.v37.management.162","DOIUrl":"https://doi.org/10.9753/icce.v37.management.162","url":null,"abstract":"The South East Coastline of South Australia is a dynamic environment, with numerous beaches, shallow reef areas and exposed limestone cliffs. As such, it is a highly susceptible area to the impacts of climate change and coastal erosion. The Robe Council and Flinders University are conducting research on the seabed surrounding Cape Dombey and Guichen Bay to better understand and ultimately determine appropriate coastal management plans for the area. Bathymetry within the region is out of date and unreliable for accurate modelling for their research and Fugro will work with both parties to deliver high resolution topographic and bathymetric data over the town, coastline and the associated waters.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135829001","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}
{"title":"DEVELOPING DIGITAL TOOLS FOR PLANNING, COORDINATION AND VISUALISATION OF DATA AND DESIGNS FOR DARWIN MIDDLE ARM","authors":"Beau Mackenzie, Joshua Parkinson","doi":"10.9753/icce.v37.structures.29","DOIUrl":"https://doi.org/10.9753/icce.v37.structures.29","url":null,"abstract":"The Darwin Middle Arm Sustainable Development Precinct (MASDP) is a Whole of Government Project led by the Northern Territory (NT) Department of Infrastructure, Planning and Logistics (DIPL). Royal HaskoningDHV (RHDHV) has been working with DIPL on the maritime infrastructure design elements of the Precinct and has also been assisting with environmental planning and approvals. The communication of complex planning, design, environmental and commercial factors to various nontechnical stakeholders is a significant challenge for major infrastructure projects like MASDP. Digital tools, including online Geospatial Information Systems (GIS) and 3D Visualisation/Building Information Modelling (BIM) modelling software, have been utilised for effective management and communication of planning and design information.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135829627","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}
{"title":"SEISMIC AND TSUNAMI HAZARD ASSESSMENT OF COASTAL BUILDINGS IN WEST COAST OF JAPAN","authors":"Takuya Miyashita, Ryosuke Suganuma, Nobuhito Mori, Tomoya Shimura","doi":"10.9753/icce.v37.management.136","DOIUrl":"https://doi.org/10.9753/icce.v37.management.136","url":null,"abstract":"Coastal cities are exposed to various types of disaster risks, such as tsunamis and storm surges. In particular, a megathrust earthquake has a potential to cause severe damage to cities almost simultaneously in terms of both seismic ground shaking and tsunami damage. However, in the countermeasures against future disasters, seismic and tsunami damage are generally assessed separately, and different source models are assumed for different types of disasters. This study aims to calculate damage probabilities of ground motion and tsunami for buildings in a coastal city under the same earthquake scenarios and to make an intercomparison between these two kinds of hazards.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"77 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135828779","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}
{"title":"ANALYSIS OF TOPOGRAPHIC AND CURRENT INFORMATION BY ADCP AND WATERCRAFT","authors":"Naoyuki Inukai, Mitsuru Minamihara","doi":"10.9753/icce.v37.management.166","DOIUrl":"https://doi.org/10.9753/icce.v37.management.166","url":null,"abstract":"In August 2017, when some high school students swam at Zenibako beach in Hokkaido, three students carried away and drowned. The several other accidents occurred at this beach in recently years. Firstly, we check the weather condition and the wave condition. Secondary, we conducted the field survey in August 2018. In the field survey, we used ADCP, and we got the water depth information and the current information. When we used the ADCP, this device and GPS device attached to a watercraft. During conducting the field survey, we got the aerial photographs by the UAV. The photographs were used to make a grid topographic data. Thirdly, we simulated the wind driven current in Ishikari Bay, and the wave current around Zenibako Beach. Finally, we considered the reason why the accident occurred. Our final purpose of this research is to obtain the knowledge for preventing the occurrence of water accidents. To obtain the knowledge, we grasped the mechanism of drowning by grasping the topography of the field and dynamics of the seawater when the water accident occurred.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135828795","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}
{"title":"WIND AND WAVE TRAINED ARTIFICIAL NEURAL NETWORKS FOR THE FORECASTING OF WAVE CLIMATE IN HARBOUR AREA","authors":"Luca Cavallaro, Claudio Iuppa, Elisa Castro, Carla Faraci, Rosaria Ester Musumeci, Enrico Foti","doi":"10.9753/icce.v37.papers.58","DOIUrl":"https://doi.org/10.9753/icce.v37.papers.58","url":null,"abstract":"Nowadays, maritime transportation has expanded rapidly, involving the need to enhance several navigation-related issues, particularly concerning the safety of navigation, which is significantly impacted by weather conditions. In this regard, creating a wave forecasting system could facilitate vessel movement at the harbour entrance or inside the sheltered area. Wave characteristics are usually estimated using numerical models, which generally require high computational costs, making them inadequate for nowcasting and forecasting wave climate. The current study describes the implementation of a forecasting methodology for the port area of Augusta (Sicily) based on an Artificial Neural Network (ANN) that attempts to deliver a trustworthy response and the numerical model but with a significant reduction in the computational time.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135429603","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}
Alireza Valizadeh, Simon Brandi Mortensen, Jason Antenucci, Aaron Trevis
{"title":"YEPPOON SURF POOL: FULL-SCALE VALIDATION OF A CFD MODEL","authors":"Alireza Valizadeh, Simon Brandi Mortensen, Jason Antenucci, Aaron Trevis","doi":"10.9753/icce.v37.papers.39","DOIUrl":"https://doi.org/10.9753/icce.v37.papers.39","url":null,"abstract":"DHI has been supporting Surf Lakes in the design and optimization of their inland surf pool since 2017. This support has been primarily through providing CFD simulations of various aspects of the design. Whilst the CFD model was verified against basic functionality tests and qualitatively compared to the field data, no quantitative comparisons were available until February 2022, where our high-quality numerical model was compared with the field measurements. The results of that comparison and some details and challenges of the numerical model are addressed in this paper. The agreement between measured data and CFD results is excellent, demonstrating the ability to provide effective design support despite a range of numerical challenges.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"23 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135429611","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}
Mario G. Souza e Silva, Ricardo Guimarães, Nils Kerpen, Paulo Cesar Rosman, Claudio F. Neves, Torsten Schlurmann
{"title":"ORBITAL VELOCITIES DUE TO BICHROMATIC-BIDIRECTIONAL WAVES","authors":"Mario G. Souza e Silva, Ricardo Guimarães, Nils Kerpen, Paulo Cesar Rosman, Claudio F. Neves, Torsten Schlurmann","doi":"10.9753/icce.v37.papers.59","DOIUrl":"https://doi.org/10.9753/icce.v37.papers.59","url":null,"abstract":"The paper describes the orbital velocity pattern generated by Bichromatic-Bidirectional waves (Bi-Bi waves), and investigate how the forced (long period) wave decays along the depth. Experiments conducted at a wave basin proved that the use of ADVs provided much better results than free surface elevations, due to the higher sensitivity of the instrument, as compared of the free surface measurements.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"100 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135429742","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}
{"title":"SIGNIFICANT WAVE HEIGHT PREDICTION USING TRANSFER LEARNING","authors":"Yuki Obara, Ryota Nakamura","doi":"10.9753/icce.v37.waves.12","DOIUrl":"https://doi.org/10.9753/icce.v37.waves.12","url":null,"abstract":"Wave prediction needed for maritime construction is generally performed by numerical models. This method, however, requires a high-performance computer and a large cost of computational resources. With the development of neural networks, which can compute at a low cost, the use of neural networks in wave prediction has recently been studied. However, because a large amount of training data is required for neural network tasks using scarce datasets, it is difficult to predict wave conditions accurately. Fan et al. (2020) reported that using LSTM model for prediction of significant wave height (Hs) was higher accuracy than conventional neural network model. Additionally, they recommended using at least 2 years of training data for 6h predictions, that is, an excessively small amount of data is not presumed to predict sufficiently Hs. Therefore, we propose a wave prediction method using transition learning. Transfer Learning is the method of transferring trained knowledge from one model to another. In this study, we investigate whether transfer learning can be used to improve the performance of Hs prediction by transferring the knowledge learned at Sakata port, which has a large amount of training data, to the coast of Yamagata, which has a scarce one.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135433132","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}
Naoto Inagaki, Tomoya Shibayama, Kunihiko Ishibashi, Ryota Nakamura, Miguel Esteban
{"title":"EXPERIMENTAL INVESTIGATIONS INTO THE EFFECT OF STRONG WINDS ON WAVE OVERTOPPING AT A VERTICAL SEAWALL","authors":"Naoto Inagaki, Tomoya Shibayama, Kunihiko Ishibashi, Ryota Nakamura, Miguel Esteban","doi":"10.9753/icce.v37.structures.26","DOIUrl":"https://doi.org/10.9753/icce.v37.structures.26","url":null,"abstract":"Given the possible future intensification of tropical cyclones as a consequence of ongoing global warming, it is becoming increasingly important to consider the effect that stronger winds will have on nearshore wave dynamics. Despite the possible influence of wind on the characteristics of wave overtopping having been suggested decades ago (e.g. Iwagaki et al., 1966), to the authors’ knowledge, not so many studies on wave dynamics have discussed this effect (e.g. Ward, 1998). Hence, the present study quantitatively analyses the overtopping of coastal structures under various types of waves and wind speeds, and will discuss the wind effects on elementary hydrodynamic processes such as wave breaking.","PeriodicalId":497926,"journal":{"name":"Proceedings of ... Conference on Coastal Engineering","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135433145","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}