dc.contributor.author | Kumar, C. P. | |
dc.date.accessioned | 2021-07-02T16:28:12Z | |
dc.date.available | 2021-07-02T16:28:12Z | |
dc.date.issued | 1998 | |
dc.identifier.citation | ISH JOURNAL OF HYDRAULIC ENGINEERING, VOL. 4, 1998. NO.2 | en_US |
dc.identifier.uri | http://117.252.14.250:8080/jspui/handle/123456789/6076 | |
dc.description.abstract | The purpose of this study is to estimate the ground water recharge due to rainfall by studying one-dimensional vertical flow of water in the unsaturated zone. A model has been formulated for finite difference solution of the non-linear Richards equation applicable t<f transient. one-dimensional water flow through the unsaturated porous medium. Implicit scheme with implicit linearization (prediction-correction ) has been used for discretization. The ground water has been estimated using appropriate initial and boundary conditions for storm and interstrom periods. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Taylor & Francis | en_US |
dc.subject | Ground water | en_US |
dc.subject | Recharge | en_US |
dc.subject | Water content | en_US |
dc.subject | Soil water pressure | en_US |
dc.subject | Hydraulic conductivity | en_US |
dc.title | Estimation of groundwater recharge due to rainfall by modelling of soil moisture movement | en_US |
dc.type | Article | en_US |