Zobrazeno 1 - 10
of 71
pro vyhledávání: '"Jentsje W. van der Meer"'
Autor:
Christopher H. Lashley, Jennifer M. Brown, Margaret J. Yelland, Jentsje W. van der Meer, Tim Pullen
Publikováno v:
Coastal Engineering. 179:104241
Wave overtopping formulae, which often underlie coastal hazard early warning systems, are typically parameterised using wave conditions at the toe of the structure. For very shallow conditions where significant wave breaking occurs over the foreshore
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6c50389cd5ffcc5f942079027a7709f1
https://doi.org/10.1016/j.coastaleng.2022.104241
https://doi.org/10.1016/j.coastaleng.2022.104241
Autor:
Tomohiro Suzuki, Corrado Altomare, Jentsje W. van der Meer, Katsuya Hirayama, Christopher H. Lashley, Jeremy D. Bricker
Publikováno v:
Journal of Waterway, Port, Coastal, and Ocean Engineering, 147(6)
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
The state-of-the-art formulas for mean wave overtopping (q) assessment typically require wave conditions at the toe of the structure as input. However, for structures built either on land or in very shallow water, obtaining accurate estimates of wave
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4008a107e9f3198a4bbedf904f9656a8
https://doi.org/10.1061/(asce)ww.1943-5460.0000675
https://doi.org/10.1061/(asce)ww.1943-5460.0000675
Publikováno v:
Coastal Engineering, 167
Wave overtopping is typically measured in the field using overtopping tanks. In this paper, an alternative system is developed that uses two laser scanners. The system also measures wave run-up, as well as run-up depths and velocities, both during pe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3433fa6d6d7721de9af189b8be3bb192
http://resolver.tudelft.nl/uuid:4d46ab51-b1cd-43e3-ad04-7821733eee45
http://resolver.tudelft.nl/uuid:4d46ab51-b1cd-43e3-ad04-7821733eee45
Publikováno v:
Coasts, Marine Structures and Breakwaters 2017.
The goal of this work is to present the Artificial Neural Network (ANN) tool released with the second edition of the wave overtopping manual, EurOtop, 2016. The ANN predicts the main parameters representative of the wave-structure interaction process
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e5c18397ee768ce29802e6b0c650e968
https://doi.org/10.1680/cmsb.63174.1227
https://doi.org/10.1680/cmsb.63174.1227
Publikováno v:
Ocean Engineering. 127:7-22
This paper presents an Artificial Neural Network (ANN) to predict the wave overtopping discharge at coastal and harbour structures for a variety of wave conditions and complex geometries. The goal of this work is to provide a robust tool in both extr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7155e84d7376ee6ee42afbb4a7178756
https://doi.org/10.1016/j.oceaneng.2016.09.032
https://doi.org/10.1016/j.oceaneng.2016.09.032
Autor:
Barbara Zanuttigh, P. Oosterlo, Jentsje W. van der Meer, Volker Roeber, Tomohiro Suzuki, Christopher H. Lashley, Jeremy D. Bricker, Corrado Altomare
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
ENVIRONMENTAL MODELLING & SOFTWARE
Environmental Modelling & Software, 130
Environmental Modelling & Software
Universitat Politècnica de Catalunya (UPC)
ENVIRONMENTAL MODELLING & SOFTWARE
Environmental Modelling & Software, 130
Environmental Modelling & Software
Practitioners often employ diverse, though not always thoroughly validated, numerical models to directly or indirectly estimate wave overtopping (q) at sloping structures. These models, broadly classified as either phase-resolving or phase-averaged,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::420dafe16292459b8f7d2b493297ea96
https://doi.org/10.1016/j.envsoft.2020.104740
https://doi.org/10.1016/j.envsoft.2020.104740
Autor:
Tomohiro Suzuki, Rosaria Ester Musumeci, Ryard Mukhdiar, Alessandro Romano, Jentsje W. van der Meer, Riccardo Briganti, Rizki Akbar, Corrado Altomare
Publikováno v:
Scopus-Elsevier
Large scale tests were performed in the large scale facility GWK at Hannover, Germany, within the HYDRALAB+ project ICODEP: Impact of Changing fOreshore on flood DEfence Performance. The test set-up consisted of a relatively steep 1:15 sandy beach pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3d836374516bbfe9a352fdb8130ff7f6
http://hdl.handle.net/20.500.11769/397918
http://hdl.handle.net/20.500.11769/397918
Publikováno v:
Handbook of Coastal and Ocean Engineering: In 2 Volumes
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1af3ac0e4b79cbd7df394808f14f258e
https://doi.org/10.1142/9789813204027_0014
https://doi.org/10.1142/9789813204027_0014
This contribution presents a new Artificial Neural Network (ANN) tool that is able to predict the main parameters describing the wave-structure interaction processes: the mean wave overtopping discharge (q), the wave transmission and wave reflection
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5ae56adf90dd1e3aa5536bdc4c8a1747
http://hdl.handle.net/11585/596199
http://hdl.handle.net/11585/596199
Publikováno v:
Universal Journal of Geoscience. 1:46-55
In situ wave overtopping tests were performed on typical dike structures along the Schelde in Flanders (Belgium) with the Dutch Wave Overtopping Simulator. For a storm duration of 2 hours, wave overtopping characteristics were derived for significant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aef3335c4d1051f1f7f5fbe951b5a90f
https://doi.org/10.13189/ujg.2013.010202
https://doi.org/10.13189/ujg.2013.010202