2D NUMERICAL MODELING OF WAVE TRANSFORMATION ON SOFT MUDDY BEDS
Authors
Abstract:
The present paper offers a numerical model which can be applied for the simulation of wave height distribution on a 2-D horizontal soft mud layer. The model is based on mild slope equations and it includes combined wave refraction, diffraction, reflection and breaking. The high energy dissipation of wave height due to the presence of fluid mud layer has also been simulated. Wave height attenuation is calculated from a multi-layered wave-mud interaction model considering the vertical distribution of water content ratio in fluid mud layer. The constitutive equations of visco-elastic-plastic model are assumed for the rheological behavior of fluid mud. An artificial neural network is used as a part of wave attenuation calculation to speed up the computation. Applying the model in the East Bay, Louisiana at the mouth of Mississippi River shows a reasonable agreement with the wave height measurements.
similar resources
Wave Propagation Across Muddy Seafloors
The primary objective was to develop field-verified models for the evolution of surfacegravity waves propagating over a muddy seafloor, allowing more skillful predictions of wave fields on continental shelves, and enabling the estimation of characteristics of the seafloor from wave observations. The approach was to investigate empirical and theoretical expressions for mud-induced damping by com...
full textISPH Numerical Modeling of Nonlinear Wave Run-up on Steep Slopes
Non-breaking tsunami waves run-up on steep slopes can cause severe damages to coastal structures. The estimation of the wave run-up rate caused by tsunami waves are important to understand the performance and safety issues of the breakwater in practice. In this paper, an Incompressible Smoothed Particle Hydrodynamics method (ISPH) method was utilized for the 2DV numerical modeling of nonli...
full textTime domain numerical modeling of wave propagation in 2D heterogeneous porous media
This paper deals with the numerical modeling of wave propagation in porous media described by Biot’s theory. The viscous efforts between the fluid and the elastic skeleton are assumed to be a linear function of the relative velocity, which is valid in the low-frequency range. The coexistence of propagating fast compressional wave and shear wave, and of a diffusive slow compressional wave, makes...
full textA Numerical Study on Agglomeration in High Temperature Fluidized beds
Soft-sphere discrete element method (DEM) and Navier-Stokes equations were coupled with equations of energy for gas and solids to investigate the process of agglomeration in fluidized bed of polyethylene particles at high temperature. The Newton’s second law of motion was adapted for translational and rotational motion of particles and agglomerates. The cohesive force for polyethylene particles...
full textNumerical modeling of wave run-up along columns of semi-submersible platforms
Wave run-up is one of the most important and effective parameters in designing semi-submersible platforms. Besides unforeseen effects on the movements and response of the platform, wave run up can also cause slamming forces to be exerted on the lower deck of the platform. Therefore, at the first stages of this plan, before running tests on the model of the platform, numerical methods are usuall...
full text2D Modeling of the consolidation of soft soils
Abstract: Complex layered structures of tailings ponds and their vertical and horizontal flow conditions for the pore water require to overcome the 1 dimensional modeling of the consolidation process. A two-dimensional radial symmetric numerical model (Consol2D) based on a fully three-dimensional approach is introduced and practical results are discussed. Special attention is given to the valid...
full textMy Resources
Journal title
volume 3 issue 4
pages 61- 73
publication date 2006-09
By following a journal you will be notified via email when a new issue of this journal is published.
Hosted on Doprax cloud platform doprax.com
copyright © 2015-2023