This report constitutes the first in a three - report series and develops the methodology for obtaining a numerical solution to the transport equation. The development of the vertically integrated hydrodynamic and transport equation is presented in order to point out the assumptions made in a two –dimensional techniques approach. A review of current finite difference approximation is presented. Based upon this review the spread time derivative and flux-corrected transport algorithms were selected for numerical implementation (Report 2) and testing (Report 3). The algorithm developed is to be included within the U. S. Army Engineer Waterways Experiment Station Implicit Flooding Model (WIFM). The model will be used to predict changes in salinity distributions due to alternative dredge disposal practices in Mississippi Sound and adjacent areas.
The Development of a numerical Solution to Transport Equation. Report 1, Methodology
Miscellaneous Paper ; CERC-83-2 rept.1
1983
11033556
Report
Elektronische Ressource
Englisch
The Development of a numerical Solution to Transport Equation. Report 2, Computational Procedures
HENRY – Bundesanstalt für Wasserbau (BAW) | 1983
|The Development of a numerical Solution to Transport Equation. Report 3, Test Results
HENRY – Bundesanstalt für Wasserbau (BAW) | 1983
|Numerical solution of transonic stream function equation
AIAA | 1981
|Numerical solution of transonic stream function equation
AIAA | 1983
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