Buscar
Mostrando ítems 61-70 de 2005
Sediment entrainment under fully developed waves as a function of water depth, boundary layer thickness, bottom slope and roughness
(ELSEVIER, 2010)
Many sediment entrainment equations for oscillatory waves are based on the linear (Airy) theory for deep
water, but at the depth where such waves begin to transport sediments they commonly have trochoidal or
cnoidal ...