ISSN:
0271-2091
Keywords:
Hydrodynamic Model
;
Suspended Particles Transport
;
Free-surface Model
;
Bottom Bed Deposition
;
Particle Settling Velocity
;
Particulate Dispersion
;
Engineering
;
Engineering General
Source:
Wiley InterScience Backfile Collection 1832-2000
Topics:
Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
Notes:
A three-dimensional, time-dependent free surface model has been developed which takes account of topographical and meterological parameters for application to suspended particles transport. This investigation of suspended particles transport is the most realistic in regard to treating the moving free-surface in computing the hydrodynamic field. A unique mass-conserving numerical model is used for solving the concentration equation by an explicit finite difference scheme. The paper presents a mathematical model which can be applied to surface water dispersion of particulates associated with dredging operations and land-fill. The effects of settling velocity and bottom bed deposition rate are compared and discussed.
Additional Material:
7 Ill.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1002/fld.1650041002
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