Zobrazeno 1 - 10
of 14
pro vyhledávání: '"André, TEMPERVILLE"'
Autor:
Cristèle Chevalier, André Temperville
Publikováno v:
Revue française de génie civil. 5:945-957
Autor:
Cristèle Chevalier, André Temperville
Publikováno v:
Comptes Rendus de l'Académie des Sciences - Series IIB - Mechanics-Physics-Astronomy. 327:1371-1374
From the K-L model proposed by Lewellen [LEW 77], an analytical expression of turbulence macroscale L was established. This expression, obtained with the hypothesis of a zero horizontal pressure gradient can be used for inertial or Couette flow. This
Autor:
Katell Guizien, André Temperville
Publikováno v:
Comptes Rendus de l'Académie des Sciences - Series IIB - Mechanics-Physics-Astronomy. 327:1375-1378
Resume Le frottement de fond instantane sous une houle complexe decrite par un spectre de JONSWAP est calcule a l'aide d'un modele numerique de couche limite turbulente. Une formule parametree permet, a partir du champ de vitesse instantanee en dehor
Publikováno v:
Coastal engineering, 31(1-4), 163-198. Elsevier
As a part of the MAST2 G8-M Coastal Morphodynamics project, the predictions of four sediment transport models have been compared with detailed laboratory data sets obtained in the bottom boundary layer beneath regular waves, asymmetrical waves, and r
Publikováno v:
Mathematical Geology. 26:651-676
The present paper deals with the specification of bed erosion flux that accounts for the effects of sediment-induced stratification in the water column. Owing to difficulties in measuring the bed shear stress τb and the erosive shear strength τs, w
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Submitted by Patrícia Correia (patriciacorreia@ua.pt) on 2020-04-24T09:39:07Z No. of bitstreams: 1 Abreu et al. - 2010 - Analytical approximate wave form for asymmetric wa.pdf: 2035366 bytes, checksum: 262479da6716275caf70f95f85afb481 (MD5) Approved
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::696094c853232934932acceab0852639
Publikováno v:
Coastal Engineering. 16:267-300
This study deals with the transformations of long, small waves of finite amplitude propagating in shallow water. The mechanisms of the nonlinear energy transfer between wave components and damping is first investigated by performing a set of laborato
Publikováno v:
International Journal for Numerical Methods in Fluids. 12:43-58
A new accurate high-order numerical method is presented for the coupled transport of a passive scalar (concentration) by advection and diffusion. Following the method of characteristics, the pure advection problem is first investigated. Interpolation
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
For the general purposes of morphodynamic computations in coastal zones, simple formula-based models are usually employed to evaluate sediment transport. Sediment transport rates are computed as a function of the bottom shear stress or the near bed f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::454db5c34423f8ebb645b7139ca92505
Publikováno v:
VIIèmes Journées, Anglet.
The sand transport by waves-current interaction is a important problem linked to coastal morphodynamic processes and with difficult accurate prediction. Recently Silva et al. (2001) proposed a new parametrical formula based on the mean value of the S