首页 | 本学科首页   官方微博 | 高级检索  
     检索      


Modeling wave-mud interaction on the central chenier-plain coast,western Louisiana Shelf,USA
Institution:1. School of Civil Engineering, Purdue University, West Lafayette, IN 47907, United States;2. NEXTRANS Center, Purdue University, West Lafayette, IN 47906, United States;3. Department of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180, United States;1. CNR - National Research Council of Italy, ISMAR - Marine Sciences Institute in Venice, Castello 2737/f, 30122 Venice, Italy;2. Open Access Center for Marine Research, Klaip?da University, H. Manto 84, Klaip?da 92294, Lithuania;3. BGS IT&E GmbH, Pfungstaedter Strasse 37, Darmstadt D-64297, Germany;4. ARPA-FVG - Settore Acque OAA, Palmanova, UD, Italy
Abstract:The strong coupling between hydrodynamics and seafloors on shallow muddy shelves, and resulting bed reworking, have been extensively documented. On these shelves, spectral wave transformation is driven by a complex combination of forcing mechanisms that include nonlinear wave interactions and wave energy dissipation induced by fluid-mud at a range of frequencies. Wave-mud interaction is investigated herein by using a previously validated nonlinear spectral wave model and observations of waves and near-bed conditions on a mildly-sloping seafloor off the muddy central chenier-plain coast, western Louisiana Shelf, United States. Measurements were made along a cross-shelf transect spanning 1 km between 4 and 3 m water depths. The high-resolution observations of waves and near-bed conditions suggest presence of a fluid mud layer with thickness sometimes exceeding 10 cm under strong long wave action (1 meter wave height with 7 s peak period at 4 meter depth). Spectral wave transformation is modeled using the stochastic formulation of the nonlinear Mild Slope Equation, modified to account for wave-breaking and mud-induced dissipation. The model is used in an inverse manner in order to estimate the viscosity of the fluid mud layer, which is a key parameter controlling mud-induced wave dissipation but complicated to measure in the field during major wave events. Estimated kinematic viscosities vary between 10?4-10?3 m2/s. Combining these results of the wave model simulations with in-depth analysis of near-bed conditions and boundary layer modeling allows for a detailed investigation of the interaction of nonlinear wave propagation and mud characteristics. The results indicate that mud-induced dissipation is most efficient when the wave-induced resuspensions of concentrations  > 10 g/L settle due to relatively small bottom stresses to form a fluid mud layer that is not as thin and viscous as a consolidated seafloor in absence of wave action but also not as thick and soft as a near-bed high concentration layer that forms during strong wave action.
Keywords:
本文献已被 ScienceDirect 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号