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Map based on the generating procedure for obtaining isopleth maps of hydraulic heads  

Map based on the generating procedure for obtaining isopleth maps of hydraulic heads  

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Reliability and validity of groundwater analysis strongly depend on the availability of large volumes of high-quality data. Putting all data into a coherent and logical structure supported by a computing environment helps ensure validity and availability and provides a powerful tool for hydrogeological studies. A hydrogeological geographic informat...

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... Accordingly, analyzing river basin attributes elucidates the relationship between drainage pattern features and allows for comparing distinct basins formed under different geological and environmental conditions (Jha, 1996;Sreedevi et al., 2013;Swain et al., 2022a,b). The circulation of spatiotemporal ground and surface waters is heavily influenced by a basin's hydrological activities (Gogu et al., 2001). Hence, morphometric analysis of a drainage basin is instrumental for geotechnical investigations, groundwater mapping, watershed delineation, runoff analysis, and watershed modeling (Thomas et al., 2012;Sahoo et al., 2021). ...
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... The availability of significant amounts of high-quality data is crucial for the validity and reliability of groundwater analysis. A powerful tool for hydrogeological research can be created by organizing all the data into a logical structure that is supported by a computational environment [1]. The Drastic method can detect areas with a high potential for groundwater exploration. ...
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... The GMS is a very effective pre-and post-processor and it offers various groundwater operations [7]. It works in three steps like conceptual model design, data and construction and calibration of model. ...
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... Numerous groundwater studies have generated large volumes of data that are difficult to access and reuse. The development of monitoring technology and information systems has made it necessary for all scientific disciplines to initiate data collection in central or interconnected databases, following strict rules that enable information sharing [1,8,9,17,19,21,36]. At the European level, the Water Framework Directive (WFD; [11]) established a structure for community action in the water policy field. ...
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... Additionally, a fall in groundwater level was detected in some areas because of over-pumping (Bear et al., 1999). Excessive pumping may lead to groundwater depletion (Gogu et al., 2001). Consequently, SLR and other human-induced stressors, including the growing population in the Nile delta, the subsequent operation of the GERD (Grand Ethiopian Renaissance Dam), and the various forms of desertification processes currently observed (Aboel Ghar et al., 2004). ...
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Land subsidence (LS) due to the Sea Level Rise (SLR) and over-pumping was observed in many groundwater aquifers worldwide. The geotechnical properties and numerical simulation are considered a new integrative approach to investigate the LS hazard. This study investigates the environmental hazards related to LS in the quaternary sediments using laboratory and numerical modeling in the coastal aquifer of Nile delta, Egypt, due to SLR and over-pumping. Therefore, the geotechnical tests are conducted for the aquifer cap and classify the surficial soil as silty clay with moderately complex dispersive characteristics. In addition, hydraulic conductivity and one-dimensional consolidation of silty clay samples were analyzed to estimate the long-term settlement. Consequently, the groundwater head and drawdown were simulated for the current situation. Three proposed future scenarios are SLR and increased abstraction using the SEAWAT code. The results show that groundwater heads increased to 5.65, 14.50, and 26.70 cm for 2020, 2040, and 2060, respectively. Moreover, the estimated LS under the over-pumping scenario reached 7.60, 32.40, and 52.70 cm, with a maximum drawdown of 2.10, 9.70, and 15.10 m. SLR and over-pumping induce more inundation in the northern part due to SLR. The shoreline moves inland with a drawdown to 2, 9.50, and 14.80 m. Integration of measured and groundwater simulation settlements would provide appropriate information about the potential environmental hazards. Moreover, the future LS scenarios help stakeholders to make the right decision in developing effective measures in coastal aquifers to minimize the adverse impacts of LS on infrastructure waterways and human life.
... A conceptual model (Figure 4) was constructed using Groundwater Modeling System (GMS) version 10.3.6 (GMS 10.3.6, 2018), by AQUAVEO, as a graphical user interface (Gogu et al. 2001) for MODLFOW (Harbaugh et al. 2000) using the finite difference method. In order to simulate the different components of the conceptual model; i.e. the river, the wells, and the recharge, supporting packages such as RIV1 (McDonald & Harbaugh 1988;Harbaugh et al. 2000), WEL1 (Harbaugh et al. 2000), and RCH1 (Harbaugh et al. 2000) were used to simulate river, wells, and recharge, respectively. ...
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Riverbank filtration (RBF) is an affordable technique to provide drinking water with adequate quality. The ultimate objective of this study is to facilitate the transferability and application of this sustainable technique in Egypt. In this work, a numerical model was constructed using Groundwater Modeling System (GMS) to study the effect of four design parameters on the RBF performance parameters (i.e., river filtrate portion and travel time) with the aid of MODPATH and ZONEBUDGET. The design parameters were: (1) the pumping rates of the RBF wells, (2) number of operating wells, (3) distance between wells and the river, and (4) the spacing between wells. This study was focused on the hydraulic aspects of the technique. The results demonstrated that: (1) the river filtrate portion exceeds 75% regardless of the design conditions, and (2) the hydraulic performance of the RBF technique is highly controlled by the production capacity of the wells and their positions relative to the surface water systems; the spacing between wells has a minimum effect. Two equations were developed to estimate the river filtrate portion and minimum travel time as functions of pumping rate and distance between the pumping well and the river. HIGHLIGHTS Hydraulic aspects of riverbank filtration.; Impact of design parameters on river filtrate portion and travel time.; The relation between over-pumping and river filtrate portion.; Multi-regression analysis for RBF performance.;