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Keywords: shoreline
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Proceedings Papers

Paper presented at the The 33rd International Ocean and Polar Engineering Conference, June 19–23, 2023
Paper Number: ISOPE-I-23-412
... in this coastline extraction study. Comparisons of the coastline movement between the satellite-derived shorelines and in situ shorelines proved that the present study can achieve sub-pixel accuracy (5 m) in the shoreline analysis. Results showed that the shoreline of the northern part of Nouakchott Autonomy Port...
Proceedings Papers

Paper presented at the The 33rd International Ocean and Polar Engineering Conference, June 19–23, 2023
Paper Number: ISOPE-I-23-181
... engineering wave parameter wave-induced soil liquefaction shoreline soil liquefaction pipeline failure liquefaction risk assessment applicability trench analytical model wave condition ishihara wave height relative density recent failure Proceedings of the Thirty-third (2023) International...
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-465
... engineering shoreline variation beach profile submerged depth nourished beach profile coastaleng wave flume Proceedings of the Thirty-second (2022) International Ocean and Polar Engineering Conference Shanghai, China, June 5 10, 2022 Copyright © 2022 by the International Society of Offshore...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-3249
... beach has a slope of 1:50 and D 50 =0.16 mm. The artificial sandbar, varying with the distance from shoreline, submerged depth and median grain size, is positioned offshore. The random waves with JONSWAP spectrum are chosen to represent storm wave conditions. The time series of free surface elevation...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-3250
... Abstract Shoreline evolution in short, medium and long–term for Zohr plant area (Egypt) was investigated using the numerical model GENESIS. Different scenarios were modeled considering existing structures and planned shore protections. Results of the study highlighted a natural erosion process...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-3199
... applicable to a small region near the shoreline. Later, Peregrine and Williams (2001) extended the Shen and Meyer solution into the global swash zone. Subsequently, a numerical and analytical solution with a tunable parameter defined at the seaward boundary has been found by Guard and Baldock (2007...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-103
... environment for mangroves tree to grow. sediment grain size distribution reservoir characterization university erosion equation xbeach boundary shoreline deposition sediment concentration concentration island variation breakwater bengkalis island indonesia size distribution upstream oil...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-064
... shorelines considering tidal variations. Annual and seasonal shoreline changes at the Tainan Gold Coast (TGC), Taiwan, were evaluated. Effect of groins at the southern TGC on beach evolution was also studied. The method is proven to be applicable for shoreline change. INTRODUCTION The beach of TGC...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-702
... to rescue the children died occurred at Jogehama beach Japan in 2014 (see Fig.1). The wave run up to 28m from the shoreline when the accident occurred. The beach was known in the around area for the small cusp topography and steep slope. Therefore, the beach was the swimming prohibited area, and they played...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-548
.... incident wave wave height berm formation beach profile deformation profile deformation wave condition beach face artificial intelligence sediment erosion beach initial profile wave breaking profile change break-point step gravel beach berm experiment scenario shoreline Experimental...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-499
... for tourism and relaxation. There are also boat trips to islandsand ocean to see the beauty of nature on land and under the sea. wave height breakwater headland artificial reef erosion van der meer longshore distance thailand province shoreline coastal erosion setback typhoon linda...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-281
... nourishments, were built over the initial profile. In the second configuration, starting from the same initial profile, a distributed nourishment was built, giving an advancement of the shoreline of the order of 17 m, along a 300 m long stretch of beach. The aims of this note are: to investigate the short...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-282
..., 2006), which can be found both in natural condition and in the design beach construction (Hicks et al., 2010). Recently, gravel has turned up as elemental part of shoreline protection (Ahren, 1990). Nevertheless, hydrodynamics and morphodynamics of gravel beach have not been well understood...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-301
...) Water Depth Coefficient a - Defined considering presence of energy dissipation structures and distance from shoreline or riverbank. Maximum Considered Tsunami (Return period: 2475 years) 1) Offshore Tsunami Amplitude and Effective Wave Period - Obtained from Tsunami Design Geodatabase published by ASCE...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-660
... just upstream of the breaking position. INTRODUCTION Wave breaking is a physical process of great importance in coastal dynamics. As sea waves propagate towards the shoreline, they are influenced by the sea bottom, their height is amplified due to shoaling until their crest overturns and causes...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-161
... ABSTRACT In the present work, the applicability of both field observations and numerical simulations to study the shoreline changes of a low sandy beach was evaluated. This double approach was applied to a study case, i.e. a coastal area located along the Gulf of Manfredonia in Southern Italy...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-619
... of shoreline changes that is ranging from 0.00 to 1.71 m/year. Introduction Coastal areas at northeastern coast of Bali is generally dominated by beach material such as black sand, gravel, and stone. Coastline observation had been done in 11 villages, e.g. the village of Kubu, Tianyar, Lupak, Julah...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-495
...). study comprehended wave height wave condition water level numerical simulation dimensional numerical model prefecture japan naoyuki inukai 1 field survey shoreline significant wave height cusp topography beach drone accident wave dynamic aerial photograph topography reservoir simulation...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-276
... module scan the port to obtain distance data, which will be processed in SCM to determine the shortest distance. In this way, we can get the distance from bow and stern to shoreline, which written as AM and BN. The position of shoreline will be determined by calculating AM and BN. By collecting AIS...

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