Wave Interactions with Coastal Structures
Due to the ongoing rise in sea level and increases in extreme wave climates, which consequently change the wave climate, coastal structures such as sea dikes and seawalls are exposed to severe and frequent sea storms. Even though much research related to wave-structure interactions has been carried...
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| Format: | Book Chapter |
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Basel
MDPI - Multidisciplinary Digital Publishing Institute
2022
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| Online Access: | Get Fullteks DOAB: description of the publication |
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| LEADER | 04106naaaa2200985uu 4500 | ||
|---|---|---|---|
| 001 | doab_20_500_12854_79635 | ||
| 005 | 20220321 | ||
| 020 | |a books978-3-0365-3041-3 | ||
| 020 | |a 9783036530406 | ||
| 020 | |a 9783036530413 | ||
| 024 | 7 | |a 10.3390/books978-3-0365-3041-3 |c doi | |
| 041 | 0 | |a English | |
| 042 | |a dc | ||
| 072 | 7 | |a TB |2 bicssc | |
| 072 | 7 | |a TBX |2 bicssc | |
| 100 | 1 | |a Suzuki, Tomohiro |4 edt | |
| 700 | 1 | |a Altomare, Corrado |4 edt | |
| 700 | 1 | |a Suzuki, Tomohiro |4 oth | |
| 700 | 1 | |a Altomare, Corrado |4 oth | |
| 245 | 1 | 0 | |a Wave Interactions with Coastal Structures |
| 260 | |a Basel |b MDPI - Multidisciplinary Digital Publishing Institute |c 2022 | ||
| 300 | |a 1 electronic resource (268 p.) | ||
| 506 | 0 | |a Open Access |2 star |f Unrestricted online access | |
| 520 | |a Due to the ongoing rise in sea level and increases in extreme wave climates, which consequently change the wave climate, coastal structures such as sea dikes and seawalls are exposed to severe and frequent sea storms. Even though much research related to wave-structure interactions has been carried out, it remains one of the most important and challenging topics in the field of coastal engineering. The recent publications in the Special Issue "Wave Interactions with Coastal Structures" in the Journal of Marine Science and Engineering include a wide range of research, including theoretical/mathematical, experimental, and numerical work related to the interaction between sea waves and coastal structures. These publications address conventional coastal hard structures in deep water zones as well as those located in shallow water zones, such as wave overtopping over shallow foreshores with apartment buildings on dikes. The research findings presented help to improve our knowledge of hydrodynamic processes, and the new approaches and developments presented here will be good benchmarks for future work. | ||
| 540 | |a Creative Commons |f https://creativecommons.org/licenses/by/4.0/ |2 cc |4 https://creativecommons.org/licenses/by/4.0/ | ||
| 546 | |a English | ||
| 650 | 7 | |a Technology: general issues |2 bicssc | |
| 650 | 7 | |a History of engineering & technology |2 bicssc | |
| 653 | |a shallow waters | ||
| 653 | |a wave energy | ||
| 653 | |a coastal erosion | ||
| 653 | |a beach restoration | ||
| 653 | |a submerged breakwaters | ||
| 653 | |a protected nourishments | ||
| 653 | |a wave overtopping | ||
| 653 | |a coastal safety | ||
| 653 | |a flow velocity | ||
| 653 | |a flow depth | ||
| 653 | |a sea dikes | ||
| 653 | |a overtopping reduction | ||
| 653 | |a force reduction | ||
| 653 | |a oblique waves | ||
| 653 | |a storm return wall | ||
| 653 | |a EurOtop manual | ||
| 653 | |a validation | ||
| 653 | |a wave modelling | ||
| 653 | |a shallow foreshore | ||
| 653 | |a dike-mounted vertical wall | ||
| 653 | |a wave impact loads | ||
| 653 | |a OpenFOAM | ||
| 653 | |a average overtopping discharge | ||
| 653 | |a individual volume | ||
| 653 | |a overtopping flow depth | ||
| 653 | |a overtopping flow velocity | ||
| 653 | |a promenade | ||
| 653 | |a vertical wall | ||
| 653 | |a SWASH | ||
| 653 | |a fluid-structure interaction | ||
| 653 | |a waves | ||
| 653 | |a smoothed particle hydrodynamics | ||
| 653 | |a SPH | ||
| 653 | |a Pont del Petroli | ||
| 653 | |a storm Gloria | ||
| 653 | |a inter-model comparison | ||
| 653 | |a DualSPHysics | ||
| 653 | |a wave pressure | ||
| 653 | |a caisson breakwater | ||
| 653 | |a stability | ||
| 653 | |a RANS model | ||
| 653 | |a solitary wave | ||
| 653 | |a fully nonlinear wave | ||
| 653 | |a three-dimensional wave | ||
| 653 | |a partially submerged cylinder | ||
| 653 | |a hollow circular cylinder | ||
| 653 | |a tsunami | ||
| 653 | |a wave | ||
| 653 | |a bore | ||
| 653 | |a flooding | ||
| 653 | |a debris | ||
| 653 | |a numerical modeling | ||
| 653 | |a SPH-FEM coupling | ||
| 653 | |a coastal structures | ||
| 653 | |a n/a | ||
| 856 | 4 | 0 | |a www.oapen.org |u https://mdpi.com/books/pdfview/book/5020 |7 0 |z Get Fullteks |
| 856 | 4 | 0 | |a www.oapen.org |u https://directory.doabooks.org/handle/20.500.12854/79635 |7 0 |z DOAB: description of the publication |