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Keywords: coastal structure
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Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-245
... vertical wall wave impact coastal engineering coastal structure frequency recurved parapet pressure transducer ocean engineering maximum impact pressure parapet experiment wave impact pressure impact pressure wave gauge model scale engineering wave height wave period large...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-3268
...). Although the model has been widely related to is propagated from the near- eld hydrodynamics and a medium- ne grain size coarse porous ow (e.g. in coastal structures), the model in this work is applied to porous medium. Di erent draining patterns (i.e. draining surface shape and lay- coarse sand material...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-102
... there is a coastal structure or an estuarine sediment. All the possible scenarios thereof have been compared and discussed. The range of the area under impact was identified extending for 4.8km from the north of the Hsinchu Fishery Port and for 7.3 km from the south of the port, 12.1 km in total. INTRODUCTION...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-351
... An Experimental Study on Sand Dune Cover Over a Coastal Structure Badreyah Almarshed and Jens Figlus Department of Ocean Engineering, Texas A&M University Galveston, Texas, United States ABSTRACT Scaled physical model testing of a hybrid coastal structure concept consisting of a rubble mound...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-349
... coastal structure physical property Improvement of Suction Rate Methods of Backfilling Materials from a Coastal Dike or a Seawall Wirayut Kuisorn Department of Civil Engineering, Faculty of Engineering .LQJ 0RQJNXW¶V ,QVWLWXWH RI 7HFKQRORJDGNUDEDQJDGNrabang, Bangkok, Thailand Nunthawath...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-488
... ABSTRACT The 2011 off the Pacific coast of Tohoku Earthquake and resulting Tsunami caused heavy damage to the Pacific coast regions, especially in Iwate, Miyagi and Fukushima prefectures. This paper describes standard damage to coastal structures in the Kinkazan, Omotehama and Ogihama ports...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-414
..., Giza, Egypt ABSTRACT A study has been conducted to estimate the appropriate value of the seismic forces applicable for the stability analysis of berths in the Eastern zone of KSA. Since KSA does not have a specialty code for the design of coastal structures, relevant international coastal codes have...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-548
... ABSTRACT In the present paper is investigated whether certain advances in numerical methods can describe the phenomenon of wave transformation from windward to leeward of a coastal structure through flushing culverts. A series of experimental datais presented, where a 2- D physical model has...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-496
... Topographical Change Prediction of the Beach or the Seabed in the Front of a Coastal Structure Yoshimichi Yamamoto1), Nunthawath Charusrojtanadech2) andUba Sirikaew3) 1) Graduate School of Science and Technology, Tokai University, Hiratsuka-shi, Kanagaw-ken, Japan 2) Department of Civil...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-376
... ABSTRACT: In this paper, we engage a Lagrangian, particle-based CFD method, named Smoothed Particle Hydrodynamic (SPH) to study the solitary wave motion and its impact on coastal structures. Two-dimensional weakly compressible and incompressible SPH models were applied to simulate wave...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-485
... ABSTRACT: In this paper, the results of a study on the effects of geometry control on the performance of overtopping wave energy converters with a simple geometry built in coastal structures (simple OWECs) are presented. Empirical formulae, derived based on experimental tests on simple OWECs...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-161
... ABSTRACT: This study develops a three dimensional morphodynamic model around coastal structures considering a wave-current interaction. In the wave model, the current effects on wave breaking and energy dissipation are taken into account as well as the wave diffraction effect. Firstly...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-494
...; however, shear force produced by return flow increases. As a result, a lot of sand is sucked out from the foundation, leading to a levee break. In this paper, new formulas to clarify whether or not a coastal structure will break due to suction are obtained from hydraulic experiments. Furthermore...
Proceedings Papers

Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-225
... and of water wave surfaces have been reasonably measured in this technique. INTRODUCTION Under violent waves, serious damages of coastal structures, such as dispersions of armor blocks and partial failures of breakwater, have been reported. In such case, prompt measurements and specification of the damaged...
Proceedings Papers

Paper presented at the The Eighteenth International Offshore and Polar Engineering Conference, July 6–11, 2008
Paper Number: ISOPE-I-08-032
... of a) the determination of the overtopping discharge over the crest of a coastal defense structure and b) the safe and efficient harnessing of the wave energy, especially via Low Head Turbines (LHT). The first led to important correlations between the height of the crest of the coastal structure, its surface slope...
Proceedings Papers

Paper presented at the The Eighteenth International Offshore and Polar Engineering Conference, July 6–11, 2008
Paper Number: ISOPE-I-08-346
... shaking and subsequent effects followed by tsunamis. As most of the tsunamis are earthquake induced tsunamis, it is necessary that coastal structures should be designed against both earthquake and tsunami loads. Seismic and Tsunami resistant analyses are complicated as the motion is transient...
Proceedings Papers

Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-271
...The Protection of Coastal Structures from the Impact of Second Order Cnoidal Waves Lin Li Americas Division, American Bureau of Shipping Houston, TX, USA Ron Watanabe Ocean Engineering, Martec Limited Halifax, Nova Scotia, Canada ABSTRACT Due to the extensive damage from Hurricane Katrina, more...
Proceedings Papers

Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-309
... to predict the joint probability of typhoon induced extreme sea environments for the coastal structure in proving Zhejiang and a fixed platform in South China Sea. Comparison with traditional design criteria shows that MCEVD gives more reasonable results. INTRODUCTION During the past century the typhoon...

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