Results 251 to 260 of about 1,070,660 (300)
An improved numerical model for landslide-induced waves and its application to the Huangtian landslide in the XW reservoir, China. [PDF]
Sci RepYue X, Dai F, Ke Z, Zhu J, Cheng W.
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SIMPLICITY is an agent-based, multi-scale mathematical model to study SARS-CoV-2 intra- and between-host evolution. [PDF]
Commun BiolGerletti P +4 more
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Association Between Self-Reported Sleep Quality and Conversion From Mild Cognitive Impairment to Dementia: A Retrospective Cohort Study Using the English Longitudinal Study of Ageing. [PDF]
Brain BehavSchurr J, Davies-Kershaw H, Strongman H.
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Journal of Fluid Mechanics, 1983
A numerical model based on a Lagrangian description has been developed for studying run-up of long water waves governed by a set of Boussinesq equations. The performance of the numerical scheme has been tested by comparing with analytical solutions and experimental data.
Pedersen, G., Gjevik, B.
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A numerical model based on a Lagrangian description has been developed for studying run-up of long water waves governed by a set of Boussinesq equations. The performance of the numerical scheme has been tested by comparing with analytical solutions and experimental data.
Pedersen, G., Gjevik, B.
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Wave RUN-UP Measurements under very oblique wave incidence
Revista Recursos Hídricos, 2021Under the scope of the HYDRALAB+ transnational access project, the so-called RODBreak experiment was conducted in the multidirectional wave basin at the Marienwerden facilities of the Leibniz University Hannover (LUH). A stretch of a rubble-mound breakwater was built in the wave basin with a very gentle slope. Its armour layer was made of Antifer cubes,
Rute Lemos +5 more
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Learning extreme wave run-up conditions
Applied Ocean Research, 2020Abstract Wave inundation in coastal regions is an ubiquitous hazard, and near-shore bathymetric variations can significantly influence the dynamics of such events. A multifaceted approach is developed in this work to identify environmental conditions, primarily the coastal profiles, aiding in extreme wave run-ups. The near-shore bathymetry profile is
Dripta Mj, Denys Dutykh
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Journal of Geophysical Research, 1970
A comparison is made of total run-up of breakers on beaches predicted by present theory and observed in channel experiments. The inviscid theory is shown to predict the observed dependence of run-up on bore strength, but not that on beach slope. A tentative, simple friction correction proposed by Le Mehaute brings theory and experiment into much better
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A comparison is made of total run-up of breakers on beaches predicted by present theory and observed in channel experiments. The inviscid theory is shown to predict the observed dependence of run-up on bore strength, but not that on beach slope. A tentative, simple friction correction proposed by Le Mehaute brings theory and experiment into much better
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Wave Run-Up On Shore Structures
Journal of the Waterways and Harbors Division, 1956Laboratory tests determining run-up on shore structures as a result of wave action are described. Curves relating the run-up to wave steepness, structure type, and depth at structure toe are presented.
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