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Solution of the advection equation using finite difference schemes and the method of characteristics

Gane, Sharon (2000) Solution of the advection equation using finite difference schemes and the method of characteristics. PhD thesis, University of Glasgow.

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Abstract

Numerical models are important engineering tools when considering the prediction of pollution transport in a body of water. Such a prediction is achieved by the solution of the advection-diffusion equation. At present, there exist many numerical techniques which can be used to solve the advection-diffusion equation. The major difficulty when considering undertaking such a simulation, is what method should be used to calculate the advection term. It is now accepted that the appropriate method to follow would involve, splitting up this water quality equation into two separate terms, advection and diffusion. By using this process, each term can be solved individually and the numerical difficulties associated with each term, treated separately. This work discusses the various numerical modelling techniques which can be used to solve the advection term. Two-dimensional finite difference schemes, including QUICKEST, are compared with multi-point method of characteristics techniques. These are analysed in terms of solving advection for various distributions of concentration. The adaptation of these schemes to allow for the use of Courant numbers exceeding unity is also explored. The ultimate aim is to develop a numerical scheme which can be implemented in an industrial model.

Item Type: Thesis (PhD)
Qualification Level: Doctoral
Subjects: Q Science > QA Mathematics
Colleges/Schools: College of Science and Engineering > School of Engineering > Infrastructure and Environment
Supervisor's Name: Pender, Prof. Garry
Date of Award: 2000
Depositing User: Mrs Marie Cairney
Unique ID: glathesis:2000-1150
Copyright: Copyright of this thesis is held by the author.
Date Deposited: 14 Sep 2009
Last Modified: 10 Dec 2012 13:34
URI: http://theses.gla.ac.uk/id/eprint/1150

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