Approximate velocity formula over mobile sediment bed induced by velocity-skewed waves and current

Autor: Chen, Xin, Chen, Minghong, Wu, Jingkai, Liu, Haifei, Yang, Chen

Publikováno v: In International Journal of Sediment Research June 2022 37(3):317-327

Approximate velocity formula over mobile sediment bed induced by velocity-skewed waves and current

Autor: Jingkai Wu, Xin Chen, Haifei Liu, Chen Yang, Minghong Chen

Publikováno v: International Journal of Sediment Research. 37:317-327

A velocity formula is proposed for flow over a mobile sediment bed induced by velocity-skewed waves and current. The formula is obtained by a separation of waves and current velocities and requires seven free variables related to free stream velocity

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::c4097b668106c2e75c6f806a0bca104f
https://doi.org/10.1016/j.ijsrc.2021.11.001

Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.

Sediment transport associated with morphological beach changes forced by irregular asymmetric, skewed waves

Autor: Eric Barthélemy, Florent Grasso, Hervé Michallet

Publikováno v: Journal Of Geophysical Research-oceans (0148-0227) (Amer Geophysical Union), 2011-03, Vol. 116, P.
Journal of Geophysical Research. Oceans
Journal of Geophysical Research. Oceans, Wiley-Blackwell, 2011, 116, pp.C03020. ⟨10.1029/2010JC006550⟩
Journal of Geophysical Research, 116(C03020), C03020-1. American Geophysical Union (AGU)

[1] The waveshape effects on sediment transport are investigated for cross-shore beach profile changes. This study is based on experiments performed in the Laboratoire des Ecoulements Geophysiques et Industriels wave flume for irregular waves. The in

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::53e659f59047524b3e80d629098d75ab
https://doi.org/10.1029/2010jc006550

BEDLOAD TRANSPORT DUE TO ASYMMETRIC AND SKEWED WAVES PLUS A CURRENT

Autor: David Gonzalez-Rodriguez, Ole Secher Madsen

Publikováno v: Coastal Engineering 2008.

Prediction of nearshore sediment transport is a fundamental, open problem in coastal engineering. In this paper, we extend an existing model to predict bedload due to pure asymmetric and skewed waves to the case of combined waves and currents. The ch

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::30abccf2d0b13ac641d9d7bffd747f8f
https://doi.org/10.1142/9789814277426_0132