AbstractThe purpose of this study is to find a solution for the groundwater uprising in Al-Fustat area – Old Cairo, Egypt. A 3-D finite Difference Model (Visual MODFLOW-Ver. 3.1) has been used to simulate the impact of different alternative solutions in order to select the best suitable one. The result of geophysical survey, twenty bore holes data, hydro-geological data and satellite images were used to construct and calibrate the numerical model of Al-Fustat city. Finally, the recommended solution is a combination of pumping wells and tile drains. The results of this solution indicate that using pumping rate of 200m3/day achieves 2–3m drawdown which meets the target
Aswan city, southern part of Egypt, is currently suffering from rising groundwater levels since 2009...
This study investigates a large deep foundation pit of a hydraulic structure rehabilitation program ...
The finite difference method was used in this study to solve the two-dimensional hydrodynamic disper...
The purpose of this study is to find a solution for the groundwater uprising in Al-Fustat area – Old...
AbstractThe purpose of this study is to find a solution for the groundwater uprising in Al-Fustat ar...
Darb El-Arbeain area lies between long. 29o 00/ and 31o 00/ E and lat. 22o 00/ and 24o 30/ N. It is ...
The present study was initiated with the objective of simulating and predicting the effect of future...
Expanding the urbanization of new communities within the limited low flat desert surfaces of Al-Qair...
Groundwater contamination is a major problem related strongly to both; protection of environment and...
A three dimensional finite difference model have been applied to simulate the groundwater system usi...
AbstractGroundwater contamination is a major problem related strongly to both; protection of environ...
Groundwater is a vital water resource in many areas in the world, particularly in the Middle-East re...
The booming increase in population in last decades led to poor environmental condition in some areas...
The Faisalabad city, resident of 2.6 million people, has brackish groundwater in its underlying aqui...
In this paper it is proposed to study by means of a numerical model the available ground water resou...
Aswan city, southern part of Egypt, is currently suffering from rising groundwater levels since 2009...
This study investigates a large deep foundation pit of a hydraulic structure rehabilitation program ...
The finite difference method was used in this study to solve the two-dimensional hydrodynamic disper...
The purpose of this study is to find a solution for the groundwater uprising in Al-Fustat area – Old...
AbstractThe purpose of this study is to find a solution for the groundwater uprising in Al-Fustat ar...
Darb El-Arbeain area lies between long. 29o 00/ and 31o 00/ E and lat. 22o 00/ and 24o 30/ N. It is ...
The present study was initiated with the objective of simulating and predicting the effect of future...
Expanding the urbanization of new communities within the limited low flat desert surfaces of Al-Qair...
Groundwater contamination is a major problem related strongly to both; protection of environment and...
A three dimensional finite difference model have been applied to simulate the groundwater system usi...
AbstractGroundwater contamination is a major problem related strongly to both; protection of environ...
Groundwater is a vital water resource in many areas in the world, particularly in the Middle-East re...
The booming increase in population in last decades led to poor environmental condition in some areas...
The Faisalabad city, resident of 2.6 million people, has brackish groundwater in its underlying aqui...
In this paper it is proposed to study by means of a numerical model the available ground water resou...
Aswan city, southern part of Egypt, is currently suffering from rising groundwater levels since 2009...
This study investigates a large deep foundation pit of a hydraulic structure rehabilitation program ...
The finite difference method was used in this study to solve the two-dimensional hydrodynamic disper...