The present work deals with the impact of surface flow on hydrodynamic conditions in saturated underground domains. A three dimensional finite element analysis of water flow has been used to obtain the required simulations. The results clearly show the effects of the surface flow on the hydrodynamic conditions of the subsurface porous regions. This analysis is an important prerequisite for the prediction of contaminant mobility in soils and hence provides a convenient tool for the prediction of environmentally important subsurface flow processes. For low permeability cases, considered here, governing equations consist of water continuity and Darcy equations. These equations are solved using a robust and reliable finite element procedure
This paper describes new advances in the computational modeling of groundwater and seepage using the...
The dam is one of the most important structures in civil engineering. There are many important terms...
The purposes of this paper are primarily to research on behavior of groundwater flow in saturated an...
The present paper deals with the impact of surface flow on hydrodynamic conditions in saturated unde...
The purposes of this paper are primarily to research on behavior of groundwater flow in saturated an...
The purposes of this paper are primarily to research on behavior of groundwater flow in saturated an...
A numerical model has been made for the solution of phreatic surface seepage (single-phase fluid flo...
A numerical model has been made for the solution of phreatic surface seepage (single-phase fluid flo...
For proper design of a drainage system that utilizes lined canals, knowledge of the seepage into a s...
For proper design of a drainage system that utilizes lined canals, knowledge of the seepage into a s...
The initial portion of this thesis contains a review of basic theory. An experimental programme was ...
A particulate model is developed to analyze the effects of steady state and transient seepage of wat...
A particulate model is developed to analyze the effects of steady state and transient seepage of wat...
In Civil and Geotechnical engineering a thorough knowledge of pore water seepage analysis is critica...
Three dimensional modelling of interactions between surface and Darcy flow regimes through soil
This paper describes new advances in the computational modeling of groundwater and seepage using the...
The dam is one of the most important structures in civil engineering. There are many important terms...
The purposes of this paper are primarily to research on behavior of groundwater flow in saturated an...
The present paper deals with the impact of surface flow on hydrodynamic conditions in saturated unde...
The purposes of this paper are primarily to research on behavior of groundwater flow in saturated an...
The purposes of this paper are primarily to research on behavior of groundwater flow in saturated an...
A numerical model has been made for the solution of phreatic surface seepage (single-phase fluid flo...
A numerical model has been made for the solution of phreatic surface seepage (single-phase fluid flo...
For proper design of a drainage system that utilizes lined canals, knowledge of the seepage into a s...
For proper design of a drainage system that utilizes lined canals, knowledge of the seepage into a s...
The initial portion of this thesis contains a review of basic theory. An experimental programme was ...
A particulate model is developed to analyze the effects of steady state and transient seepage of wat...
A particulate model is developed to analyze the effects of steady state and transient seepage of wat...
In Civil and Geotechnical engineering a thorough knowledge of pore water seepage analysis is critica...
Three dimensional modelling of interactions between surface and Darcy flow regimes through soil
This paper describes new advances in the computational modeling of groundwater and seepage using the...
The dam is one of the most important structures in civil engineering. There are many important terms...
The purposes of this paper are primarily to research on behavior of groundwater flow in saturated an...