2020
DOI: 10.24203/ajet.v8i1.6063
|View full text |Cite
|
Sign up to set email alerts
|

Groundwater Evaluation and Management in Ain Sukhna, Egypt

Abstract: Ain Sukhna has become one of the most important economic areas in Egypt recently. As a result of this economic development, the demand for water has increased, with special emphasis on groundwater. Therefore, in this paper, several scenarios are assessed in order to reach the best scenario for groundwater management giving the opportunity to achieve the development needs of that region.Groundwater Modeling System (GMS) software is used to construct the solid model forsimulating the geometry of the aqui… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2023
2023
2024
2024

Publication Types

Select...
2

Relationship

0
2

Authors

Journals

citations
Cited by 2 publications
(2 citation statements)
references
References 5 publications
0
2
0
Order By: Relevance
“…The normalized RMS was 10.83%, and the correlation factor between the calculated and observed groundwater salinity values was 0.95, as shown in Figure (9). Three contour salinity maps for the three aquifers in the dynamic state are represented in Figures (10), (11), and (12).…”
Section: Groundwater Salinitymentioning
confidence: 92%
See 1 more Smart Citation
“…The normalized RMS was 10.83%, and the correlation factor between the calculated and observed groundwater salinity values was 0.95, as shown in Figure (9). Three contour salinity maps for the three aquifers in the dynamic state are represented in Figures (10), (11), and (12).…”
Section: Groundwater Salinitymentioning
confidence: 92%
“…These methods are the Soil Conservation Service curve number (SCS) method, NRCS, [17], and Cronshey, [18], and the Water Balance method, Gomaa et al, [19]. The initial recharge rate from rainfall was 1.10 x10 -5 m/day and the flow rate values from the floods of wadis were 21.23, 32.82, 92.00, and 416.55 m 3 /day for wadis Hommath, Hagoul, Bada, and Ghweiba, respectively, EL-HAZEK et al, [12].…”
Section: Figure (3) Hydraulic Boundaries Of the Study Areamentioning
confidence: 99%