| dc.contributor.author | JO Okiro, AW Manyonge, NO Ongati, JM Shichikha, JK Kimaiyo | |
| dc.date.accessioned | 2020-08-05T08:26:20Z | |
| dc.date.available | 2020-08-05T08:26:20Z | |
| dc.date.issued | 2013 | |
| dc.identifier.uri | https://repository.maseno.ac.ke/handle/123456789/1825 | |
| dc.description.abstract | In general, groundwater flow in porous media on a microscopic level is three-dimensional. However, when considering regional flow problems ie groundwater flow on a macroscopic level, it is noted that because of the low ratio of aquifer thickness to horizontal length, the flow in the aquifer is practically horizontal [21]. Flow in confined aquifers is therefore described by a two-dimensional second order non-linear partial differential equation with variable coefficients on a finite domain. In this paper, we examine the case of a confined aquifer that is being pumped | en_US |
| dc.publisher | Hikari Ltd | en_US |
| dc.subject | Finite difference methods, confined aquifer flow equations, Alternating Direction Implicit (ADI), nonlinear partial differential equation | en_US |
| dc.title | On the Solution of Confined Aquifer Flow Equations: Finite Difference Approximations | en_US |
| dc.type | Article | en_US |
