dc.contributor.author | Mirabzadeh, M. | |
dc.contributor.author | Mohammadi, K. | |
dc.date.accessioned | 2018-02-16T07:43:19Z | |
dc.date.available | 2018-02-16T07:43:19Z | |
dc.date.issued | 2018-02-16 | |
dc.identifier.uri | http://hdl.handle.net/123456789/4179 | |
dc.description | paper | en_US |
dc.description.abstract | The partial differential equations for water flow and solute transport in a two- dimensional saturated domain are rendered discrete using the finite difference technique; the resulting system of algebraic equations is solved using a dynamic programming (DP) method. The advantage of the DP algorithm is that the prob lem is converted from solving an algebraic system of order NC(NL-1) × NC(NL-1) into one of solving a difference equa- tion of order NC × NC over NL-1 steps and involving NL-1 matrix inversions of order NC × NC. The accuracy and precision of the solutions are shown by comparing the results with an analytical solution and calculation of mass the balance. In addition, the perform- ance of the DP model was compared with the results of the MOC model developed by US Geological Survey. In all case s, the DP model showed good results with su fficient accu- racy | en_US |
dc.language.iso | en | en_US |
dc.publisher | JKUAT | en_US |
dc.subject | Solute transport | en_US |
dc.subject | Nu merical model | en_US |
dc.subject | Groundwater | en_US |
dc.subject | Dynamic programming | en_US |
dc.title | A Dynamic Programming Solution to Solute Transport and Dispersion Equations in Groundwater | en_US |
dc.type | Working Paper | en_US |