1
Civil Engineering, Amirkabir University of Technology
2
Civil Engineering, Shahid Chamran University of Ahvaz
Abstract
In this study, the general partial differential equation of unsteady groundwater flow through non-homogeneous and anisotropic aquifer was solved by the fully implicit finite difference method with control volume approach. The calibration of permeability and storage coefficients as model parameters was performed by a transformation technique and application of Powell's non-linear optimization method. The developed model has been found efficient in terms of convergence and accuracy. Capability of the model, has also been demonstrated by being applied to a real aquifer.
Kolahdoozan, M., & Samani, H. M. V. (1998). Mathematical Model of Unsteady Groundwater Flow Through Aquifers and Calibration Via a Non-Linear Optimization Technique. International Journal of Engineering, 11(1), 1-14.
MLA
M. Kolahdoozan; H. M. V. Samani. "Mathematical Model of Unsteady Groundwater Flow Through Aquifers and Calibration Via a Non-Linear Optimization Technique". International Journal of Engineering, 11, 1, 1998, 1-14.
HARVARD
Kolahdoozan, M., Samani, H. M. V. (1998). 'Mathematical Model of Unsteady Groundwater Flow Through Aquifers and Calibration Via a Non-Linear Optimization Technique', International Journal of Engineering, 11(1), pp. 1-14.
VANCOUVER
Kolahdoozan, M., Samani, H. M. V. Mathematical Model of Unsteady Groundwater Flow Through Aquifers and Calibration Via a Non-Linear Optimization Technique. International Journal of Engineering, 1998; 11(1): 1-14.