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<front>
<journal-meta>
<journal-id journal-id-type="pmc">RIG</journal-id>
<journal-id journal-id-type="nlm-ta">RIG</journal-id>
<journal-id journal-id-type="publisher-id">RIG</journal-id>
<journal-title-group>
<journal-title>Revue Internationale de G&#x00E9;omatique</journal-title>
</journal-title-group>
<issn pub-type="epub">2116-7060</issn>
<issn pub-type="ppub">1260-5875</issn>
<publisher>
<publisher-name>Tech Science Press</publisher-name>
<publisher-loc>USA</publisher-loc>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">63846</article-id>
<article-id pub-id-type="doi">10.32604/rig.2025.063846</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Article</subject>
</subj-group>
</article-categories>
<title-group>
<article-title>Detection, Analysis, and Mapping of Potential Groundwater Areas in the Oued Lakhdar Watershed (Morocco): Using GIS and AHP Techniques</article-title>
<alt-title alt-title-type="left-running-head">Detection, Analysis, and Mapping of Potential Groundwater Areas in the Oued Lakhdar Watershed (Morocco): Using GIS and AHP Techniques</alt-title>
<alt-title alt-title-type="right-running-head">Detection, Analysis, and Mapping of Potential Groundwater Areas in the Oued Lakhdar Watershed (Morocco): Using GIS and AHP Techniques</alt-title>
</title-group>
<contrib-group>
<contrib id="author-1" contrib-type="author" corresp="yes">
<name name-style="western"><surname>Layati</surname><given-names>Elhoucein</given-names></name><email>houssa9layati@gmail.com</email></contrib>
<contrib id="author-2" contrib-type="author">
<name name-style="western"><surname>Elkbichi</surname><given-names>Omaima</given-names></name></contrib>
<contrib id="author-3" contrib-type="author">
<name name-style="western"><surname>Choukri</surname><given-names>Bahija</given-names></name></contrib>
<contrib id="author-4" contrib-type="author">
<name name-style="western"><surname>Ghachi</surname><given-names>Mohamed El</given-names></name></contrib>
<aff id="aff-1">
<institution>Landscape Dynamics, Risks and Heritage, University of Sultan of Moulay Slimane</institution>, <addr-line>Beni Mellal, 23000</addr-line>, <country>Morocco</country></aff>
</contrib-group>
<author-notes>
<corresp id="cor1"><label>&#x002A;</label>Corresponding Author: Elhoucein Layati. Email: <email>houssa9layati@gmail.com</email></corresp>
</author-notes>
<pub-date date-type="collection" publication-format="electronic">
<year>2025</year></pub-date>
<pub-date date-type="pub" publication-format="electronic">
<day>30</day>
<month>05</month>
<year>2025</year></pub-date>
<volume>34</volume>
<issue>1</issue>
<fpage>277</fpage>
<lpage>300</lpage>
<history>
<date date-type="received">
<day>25</day>
<month>1</month>
<year>2025</year>
</date>
<date date-type="accepted">
<day>21</day>
<month>4</month>
<year>2025</year>
</date>
</history>
<permissions>
<copyright-statement>&#x00A9; 2025 The Authors.</copyright-statement>
<copyright-year>2025</copyright-year>
<copyright-holder>Published by Tech Science Press.</copyright-holder>
<license xlink:href="https://creativecommons.org/licenses/by/4.0/">
<license-p>This work is licensed under a <ext-link ext-link-type="uri" xlink:type="simple" xlink:href="https://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution 4.0 International License</ext-link>, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.</license-p>
</license>
</permissions>
<self-uri content-type="pdf" xlink:href="TSP_RIG_63846.pdf"></self-uri>
<abstract>
<p>Awareness of the impact of climate change, urbanization, population growth, and anthropogenic pressure on surface waters has led to the need for specialized studies on groundwater potential. Groundwater is an important source of freshwater, particularly in regions where surface water is scarce. With climate change, the need to rely on these waters to cope with water shortages and rising demand is becoming increasingly apparent. Remote sensing, the Analytic Hierarchy Process (AHP), and the Geographic Information System (GIS) are advanced spatial tools used in this study to assess groundwater potential in the Oued Lakhdar watershed, which covers an area of 1638 km<sup>2</sup>. Seven explanatory factors were selected: rainfall, lithology, soil type, slope, land use, drainage density, and lineament density. The map obtained was validated based on the receiver operating characteristic (ROC) curve and area under the curve (AUC), giving an efficiency of 70.20%. Five classes were defined for the groundwater potential map in this basin: 12.28% of the basin area was classified as very favorable, 25.68% as favorable, 17.71% as average, 26.23% as low, and 18.09% as very low. The Regional Directorate of Agriculture in Azilal and the Oum El Rabia Water Basin Agency in Beni Mellal should use these findings to inform decision-making in land use planning and groundwater management in the Oued Lakhdar watershed.</p>
</abstract>
<kwd-group kwd-group-type="author">
<kwd>Groundwater mapping</kwd>
<kwd>AHP</kwd>
<kwd>remote sensing</kwd>
<kwd>GIS</kwd>
<kwd>ROC-AUC</kwd>
<kwd>Oued Lakhdar watershed</kwd>
</kwd-group>
</article-meta>
</front>
<body>
<sec id="s1">
<label>1</label>
<title>Introduction</title>
<p>Around the world, particularly in arid and semi-arid regions, 70% of the water supply comes from groundwater [<xref ref-type="bibr" rid="ref-1">1</xref>]. Groundwater has become the only reliable source of water to support agriculture and a source of drinking water, mainly due to climate change, human pressure, and overexploitation [<xref ref-type="bibr" rid="ref-2">2</xref>,<xref ref-type="bibr" rid="ref-3">3</xref>]. Increasingly erratic rainfall patterns and overexploitation of surface water resources have increased the region&#x2019;s dependence on groundwater as surface water becomes more erratic [<xref ref-type="bibr" rid="ref-4">4</xref>]. Human activities, including rapid population growth and changing consumption patterns worldwide, are also determining factors in the growing need for this resource. In addition, climate change has exacerbated these challenges by altering the parameters of the hydrological cycle and increasing groundwater depletion [<xref ref-type="bibr" rid="ref-1">1</xref>,<xref ref-type="bibr" rid="ref-5">5</xref>], making it all the more crucial to ensure the sustainable management of groundwater in these vulnerable areas. The Oued Lakhdar watershed is one of the basins that lack specialized groundwater studies, as it is threatened by the depletion of surface water resources due to agricultural activities. This region is known for its agricultural development and interest in farming and relies heavily on snowfall. However, in recent years, the region has experienced consecutive years of drought, forcing it to rely increasingly on groundwater resources. There are several methods for identifying potential groundwater zones, including conventional methods, which are costly, take time to obtain results, and rely on field studies using geophysical, geological, and hydrogeological tools [<xref ref-type="bibr" rid="ref-6">6</xref>,<xref ref-type="bibr" rid="ref-7">7</xref>]. On the other hand, geospatial technology, based on innovative tools such as geographic information systems (GIS), remote sensing, multi-criteria decision analysis (MCDA), and artificial intelligence, is proving to be effective, economical, and fast. These tools provide invaluable support for decision-making. Each author has selected criteria according to the availability of data and the specific objectives of their study. The table below summarises the factors used in the literature to identify areas with potential for groundwater resources (<xref ref-type="table" rid="table-1">Table 1</xref>).</p>
<table-wrap id="table-1">
<label>Table 1</label>
<caption>
<title>A review of recent literature on the choice of criteria for identifying potential groundwater zones</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
</colgroup>
<thead>
<tr>
<th>Auteur(s)</th>
<th>Ann&#x00E9;es</th>
<th>Pt</th>
<th>Al</th>
<th>S</th>
<th>Sp</th>
<th>Geom</th>
<th>Geo/Lit</th>
<th>DL</th>
<th>LULC</th>
<th>DD</th>
<th>P</th>
<th>DR</th>
<th>NDWI</th>
<th>TWI</th>
<th>C</th>
</tr>
</thead>
<tbody>
<tr>
<td>[<xref ref-type="bibr" rid="ref-8">8</xref>]</td>
<td>2024</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-9">9</xref>]</td>
<td>2020</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-10">10</xref>]</td>
<td>2021</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-11">11</xref>]</td>
<td>2022</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-12">12</xref>]</td>
<td>2023</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-7">7</xref>]</td>
<td>2024</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-13">13</xref>]</td>
<td>2024</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-14">14</xref>]</td>
<td>2024</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-15">15</xref>]</td>
<td>2024</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-16">16</xref>]</td>
<td>2024</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-17">17</xref>]</td>
<td>2024</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
</tr>
<tr>
<td>[<xref ref-type="bibr" rid="ref-18">18</xref>]</td>
<td>2024</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>&#x2013;</td>
<td>v</td>
<td>v</td>
</tr>
</tbody>
</table>
<table-wrap-foot>
<fn id="table-1fn1" fn-type="other">
<p>Note: Precipitation (Pt), Altitude (Al), Soil (S), Slope (Sp), Geomorphology (Geom), Geolology or Lithology (Geo/Lit), Lineament Density (DL), Land Use (LULC), Drainage Density (DD), Water Table Depth (P), River Distance (DR), Normalized Difference Water Index (NDWI), Topographical Moisture Index (TWI), Curvature (C).</p>
</fn>
</table-wrap-foot>
</table-wrap>
<p>This study aims to analyse the methodology for detecting, analysing, and mapping areas with high groundwater potential using spatialized data processed by Geographic Information Systems (GIS) and remote sensing techniques. It is based on the Analytic Hierarchy Process (AHP) to assess the factors influencing groundwater resource availability in the Oued Lakhdar watershed.</p>
</sec>
<sec id="s2">
<label>2</label>
<title>Materials and Methods</title>
<sec id="s2_1">
<label>2.1</label>
<title>Geographical Location, Morphometry, Hypsometry and Climate of the Oued Lakhdar Watershed</title>
<p>The Oued Lakhdar watershed is located in the central High Atlas of Morocco, covering an area of 1638 km<sup>2</sup>. Bordered upstream by the Hassan I dam, it lies between latitudes 31&#x00B0;57<sup>&#x2032;</sup>20<sup>&#x2033;</sup> and 31&#x00B0;28<sup>&#x2032;</sup>55<sup>&#x2033;</sup> north and longitudes 6&#x00B0;49<sup>&#x2032;</sup>49<sup>&#x2033;</sup> and 6&#x00B0;08<sup>&#x2032;</sup>18<sup>&#x2033;</sup> west. The main Oued is fed by Ain Lakhdar, and the basin is made up of two major Oueds, Bernat and Lakhdar (<xref ref-type="fig" rid="fig-1">Fig. 1</xref>). The watershed&#x2019;s climate is characterized by spatiotemporal variability in rainfall, with average annual precipitation ranging from 560 mm/year (Sgat station), 493 mm/year (Hassan I dam station), and 546.14 mm/year (Addamaghne station) [<xref ref-type="bibr" rid="ref-19">19</xref>]. With a surface area of 1638 km<sup>2</sup>. The area is characterized by a particularly rugged topography, classified according to the ORSOM relief typology. Altitudinal variations are significant, ranging from 918 m at the outlet of the Hassan I dam (minimum altitude) to 4006 m at the highest point. More precisely, higher altitudes are found to the east and south of the basin, while lower altitudes are located to the west [<xref ref-type="bibr" rid="ref-20">20</xref>] (<xref ref-type="fig" rid="fig-1">Fig. 1</xref>). Agriculture and livestock breeding are among the most important economic activities in the Oued Lakhdar watershed. The irrigated area consists of small irrigation perimeters, located in the valleys, at the construction of irrigation canals (water abstraction) or around springs. This water potential has enabled agriculture in these areas to develop rapidly through the cultivation of relatively profitable crops (potatoes, apples, etc.).</p>
<fig id="fig-1">
<label>Figure 1</label>
<caption>
<title>Geographical location of Oued Lakhdar watershed</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-1.tif"/>
</fig>
</sec>
<sec id="s2_2">
<label>2.2</label>
<title>Methodology Adopted</title>
<p>The methodology adopted (<xref ref-type="fig" rid="fig-2">Fig. 2</xref>) to map groundwater potential in the Oued Lakhdar watershed is based on GIS, remote sensing, and the Analytical Hierarchy Process (AHP). It begins with the collection and preparation of geospatial data to generate thematic layers representing the factors influencing groundwater potential, such as precipitation, lithology, soil type, drainage density, lineament density, slope, land use, and so on. Next, a hierarchical ranking of the factors influencing groundwater potential is carried out, and a weight is assigned to each factor according to its relative importance, based on expert opinion and the literature. Combining these weights and data layers in a GIS generates an AHP-based groundwater potential map. Finally, the groundwater potential map produced by the AHP model is compared and validated against the actual distribution of wells in the study area to assess its accuracy.</p>
<fig id="fig-2">
<label>Figure 2</label>
<caption>
<title>Flow chart of the methodology adopted to identify potential groundwater zones in the Oued Lakhdar basin</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-2.tif"/>
</fig>
<p>The reliability of the results obtained will be checked using the ROC-AUC method, which is a tool for assessing the accuracy of the classification, carried out using AHP and GIS for groundwater potential mapping. This method measures the predictive power of a model by comparing the rate of correct detection with the rate of false positives, the AUC indicating how well the model can distinguish between different classes. The AUC value lies between 0 and 1, with a value close to 1 meaning that the model is capable of distinguishing between classes, while a value close to 0 means that the model is imprecise [<xref ref-type="bibr" rid="ref-10">10</xref>,<xref ref-type="bibr" rid="ref-16">16</xref>].</p>
<p><list list-type="bullet">
<list-item>
<p><bold>Multi-Criteria Decision Analysis Using AHP Techniques:</bold></p></list-item>
</list></p>
<p>AHP was chosen in this study because it provides a systematic and applicable method for analyzing multi-criteria decisions. Compared to other methods, AHP allows the impact of multiple and interrelated criteria to be assessed flexibly and accurately, making it best suited for our study that deals with a range of complex geographical and climatic factors. In addition, AHP provides a transparent framework for prioritization based on expert assessments, contributing to informed decision-making.</p>
<p>The AHP method is a multi-criteria decision analysis technique (MCDA) developed by Dr. Thomas Saaty in 1980 [<xref ref-type="bibr" rid="ref-21">21</xref>]. It is based on the evaluation of the relative importance of criteria or factors influencing groundwater potential. This method is the most widely used for determining groundwater exploration zones [<xref ref-type="bibr" rid="ref-22">22</xref>,<xref ref-type="bibr" rid="ref-23">23</xref>].</p>
<p>The factor matrix was determined in a Microsoft Excel spreadsheet by Klaus D. Goepel in 2018. These factors are weighted according to their relative impact. We used five scores for hypsometric, meteorological, topographical, geological, and pedological data, based on literature, previous studies, and expert knowledge [<xref ref-type="bibr" rid="ref-24">24</xref>]. Thus, each criterion is individually mapped using GIS tools for the study area before being reclassified on a scale of 1 to 5 (<xref ref-type="fig" rid="fig-3">Fig. 3</xref> and <xref ref-type="table" rid="table-2">Table 2</xref>).</p>
<fig id="fig-3">
<label>Figure 3</label>
<caption>
<title>Scores of selected criteria according to previous studies and experts</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-3.tif"/>
</fig><table-wrap id="table-2">
<label>Table 2</label>
<caption>
<title>Criteria scores based on relative intensity of importance</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
</colgroup>
<thead>
<tr>
<th>Scores</th>
<th>Description</th>
</tr>
</thead>
<tbody>
<tr>
<td>1</td>
<td>Very low</td>
</tr>
<tr>
<td>2</td>
<td>Low</td>
</tr>
<tr>
<td>3</td>
<td>Moderate</td>
</tr>
<tr>
<td>4</td>
<td>High</td>
</tr>
<tr>
<td>5</td>
<td>Very high</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>In this study, weights were assigned to factors such as rainfall and lithology based on their prominent role in determining the distribution of groundwater in the region. As for rainfall, it is a key factor because the region is highly dependent on rainfall for groundwater recharge, especially given the climatic conditions in the region in terms of the amount of seasonal rainfall. As for lithology, the geological structure of the region directly affects the ability of rocks to store and transport groundwater, so the presence of porous or permeable rocks is a major influencing factor in determining where water collects. Therefore, these factors are considered more influential in the studied area due to its unique geographical and climatic characteristics that distinguish it from other regions.</p>
<p><list list-type="bullet">
<list-item>
<p><bold>Coherence Ratio (CR):</bold></p></list-item>
</list></p>
<p>The Coherence Ratio (CR) is the ratio between the matrix coherence index (CI) and the random coherence index of the factors used in the model (RI). To obtain reliable results, the CR must not exceed 10% (CR &#x2264; 10); in the case of CR &#x003E; 10%, the matrix must be re-evaluated, i.e., the values are inconsistent. The CR calculation involves the following two <xref ref-type="disp-formula" rid="eqn-1">Eqs. (1)</xref> and <xref ref-type="disp-formula" rid="eqn-2">(2)</xref>, as described above [<xref ref-type="bibr" rid="ref-7">7</xref>,<xref ref-type="bibr" rid="ref-11">11</xref>]:
<disp-formula id="eqn-1"><label>(1)</label><mml:math id="mml-eqn-1" display="block"><mml:mi>C</mml:mi><mml:mi>R</mml:mi><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mi>C</mml:mi><mml:mi>I</mml:mi></mml:mrow><mml:mrow><mml:mi>R</mml:mi><mml:mi>I</mml:mi></mml:mrow></mml:mfrac></mml:math></disp-formula>where, <italic>CI</italic> corresponds to the coherence index obtained from <xref ref-type="disp-formula" rid="eqn-1">Eq. (1)</xref>. <italic>RI</italic> represents the random index.</p>
<p><italic>CI</italic> can be calculated using <xref ref-type="disp-formula" rid="eqn-2">Eq. (2)</xref>:
<disp-formula id="eqn-2"><label>(2)</label><mml:math id="mml-eqn-2" display="block"><mml:mi>C</mml:mi><mml:mi>I</mml:mi><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mi>&#x03BB;</mml:mi><mml:mi>m</mml:mi><mml:mi>a</mml:mi><mml:mi>x</mml:mi><mml:mo>&#x2212;</mml:mo><mml:mi>n</mml:mi></mml:mrow><mml:mrow><mml:mi>n</mml:mi><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:mfrac></mml:math></disp-formula>where, <italic>&#x03BB;max</italic> is the matrix&#x2019;s principal eigenvalue, and <italic>n</italic> is the total number of thematic layers chosen (<italic>n</italic> &#x003D; 7).
<list list-type="bullet">
<list-item>
<p><bold>The Random Index (RI):</bold></p></list-item>
</list></p>
<p>In 1980, author Saaty [<xref ref-type="bibr" rid="ref-21">21</xref>] determined RI values for each miscellaneous <italic>n</italic>, as shown in <xref ref-type="table" rid="table-3">Table 3</xref>. In our case, RI &#x003D; 1.32 because <italic>n</italic> &#x003D; 7.</p>
<table-wrap id="table-3">
<label>Table 3</label>
<caption>
<title>RI for different values of <italic>n</italic> given by (Saaty 1980) [<xref ref-type="bibr" rid="ref-21">21</xref>]</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
</colgroup>
<thead>
<tr>
<th><italic>n</italic></th>
<th>1</th>
<th>2</th>
<th>3</th>
<th>4</th>
<th>5</th>
<th>6</th>
<th>7</th>
<th>8</th>
<th>9</th>
<th>10</th>
</tr>
</thead>
<tbody>
<tr>
<td>RI value</td>
<td>0</td>
<td>0</td>
<td>0.58</td>
<td>0.9</td>
<td>1.12</td>
<td>1.24</td>
<td>1.32</td>
<td>1.41</td>
<td>1.45</td>
<td>1.49</td>
</tr>
</tbody>
</table>
</table-wrap>
<p><list list-type="bullet">
<list-item>
<p><bold>Groundwater Potential Index (GPI):</bold></p></list-item>
</list></p>
<p>This index can make the final map for the identification of potential groundwater zones where groundwater accumulates or is retained. We used ArcGIS 10.4.1&#x2019;s Raster Calculator tool via <xref ref-type="disp-formula" rid="eqn-3">Eq. (3)</xref> [<xref ref-type="bibr" rid="ref-25">25</xref>]. By determining weights and ranks for each thematic layer (precipitation, lithology, soil type, slope, land use, drainage density and lineament density). The seven thematic maps were then superimposed using <xref ref-type="disp-formula" rid="eqn-3">Eq. (3)</xref>.
<disp-formula id="eqn-3"><label>(3)</label><mml:math id="mml-eqn-3" display="block"><mml:mi>G</mml:mi><mml:mi>P</mml:mi><mml:mi>I</mml:mi><mml:mo>=</mml:mo><mml:munderover><mml:mo>&#x2211;</mml:mo><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn>1</mml:mn></mml:mrow><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:munderover><mml:mrow><mml:mo>(</mml:mo><mml:msub><mml:mi>w</mml:mi><mml:mrow><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>&#x2217;</mml:mo><mml:msub><mml:mi>R</mml:mi><mml:mrow><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></disp-formula>where, <italic>R</italic>: rank of thematic layers. <italic>W</italic>: weight.
<list list-type="bullet">
<list-item>
<p><bold>Data Used:</bold></p></list-item>
</list></p>
<p>In this study, we collected a range of data in different formats and from various sources (<xref ref-type="table" rid="table-4">Table 4</xref>). These were analyzed and processed in ArcGIS 10.4.1 software to produce various maps of the factors influencing groundwater availability in the Oued Lakhdar watershed. Rainfall data were obtained from the Agence du Bassin Hydraulique de l&#x2019;Oum Er Rbia in B&#x00E9;ni Mellal. 12 stations in the basin and its surroundings with a period between 1985&#x2013;2021. Soil data provided by INRA Rabat (FAO Digital Soil Map of the World). Geological and lithological data were digitized from the Azilal and Zaouit Ahn&#x00E7;al geological maps at a 1:100,000 scale. The DEMs and Landsat 8 images were downloaded from the website <ext-link ext-link-type="uri" xlink:href="http://earthexplorer.usgs.gov">http://earthexplorer.usgs.gov</ext-link> (accessed on 20 January 2025) free of charge. We carried out a field survey to collect the location of wetlands and water sources to validate the Groundwater Potential Index (GPI) map, as the input of the ROC-AUC extension considers these data as real results and then calculates the probability of correspondence of the results with reality.</p>
<table-wrap id="table-4">
<label>Table 4</label>
<caption>
<title>Description of data used (Original format and data sources)</title>
</caption>
<table>
<colgroup>
<col align="center"/>
<col align="center"/>
<col align="center"/>
<col align="center"/>
</colgroup>
<thead>
<tr>
<th align="center">Abbreviations</th>
<th align="center">Meaning of data used</th>
<th align="center">Original source format</th>
<th align="center">Sources</th>
</tr>
</thead>
<tbody>
<tr>
<td>P</td>
<td>Rainfall</td>
<td>Point</td>
<td>Oum Er Rbia Hydraulic basin agency</td>
</tr>
<tr>
<td>S</td>
<td>Soil</td>
<td>Vector</td>
<td>FAO Digital Soil Map of the World (DSMW), INRA Rabat office</td>
</tr>
<tr>
<td>Pe</td>
<td>Slope</td>
<td>Raster</td>
<td><ext-link ext-link-type="uri" xlink:href="http://earthexplorer.usgs.gov">http://earthexplorer.usgs.gov</ext-link> (accessed on 20 January 2025)</td>
</tr>
<tr>
<td>G&#x00E9;o/Lit</td>
<td>Geology or lithology</td>
<td>Raster</td>
<td>Geological maps of Azilal and Zaouit Ahn&#x00E7;al at 1/100,000 scale</td>
</tr>
<tr>
<td>DL</td>
<td>Lineament density</td>
<td>Raster</td>
<td><ext-link ext-link-type="uri" xlink:href="http://earthexplorer.usgs.gov">http://earthexplorer.usgs.gov</ext-link> (accessed on 20 January 2025)</td>
</tr>
<tr>
<td>LULC</td>
<td>LULC</td>
<td>Raster</td>
<td>Supervised classification of Landsat 8 images (OLI)</td>
</tr>
<tr>
<td>DD</td>
<td>Drainage density</td>
<td>Raster</td>
<td><ext-link ext-link-type="uri" xlink:href="http://earthexplorer.usgs.gov">http://earthexplorer.usgs.gov</ext-link> (accessed on 20 January 2025)</td>
</tr>
<tr>
<td>ASTER DEM</td>
<td>Digital elevation model</td>
<td>Raster</td>
<td><ext-link ext-link-type="uri" xlink:href="http://earthexplorer.usgs.gov">http://earthexplorer.usgs.gov</ext-link> (accessed on 20 January 2025)</td>
</tr>
<tr>
<td>Landsat 8 (OLI)</td>
<td>Landsat satellite image</td>
<td>Raster</td>
<td><ext-link ext-link-type="uri" xlink:href="http://earthexplorer.usgs.gov">http://earthexplorer.usgs.gov</ext-link> (accessed on 20 January 2025)</td>
</tr>
<tr>
<td>Pv</td>
<td>Location of wetlands and springs</td>
<td>Point</td>
<td>Field trip (GPS)</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
</sec>
<sec id="s3">
<label>3</label>
<title>Results and Discussion</title>
<p><bold><italic>Criteria for Regulating and Influencing Groundwater Recharge: Drawing up Thematic Maps</italic></bold></p>
<p>We used GISand remote sensing integrated with Multi-Criteria Decision Analysis using AHP techniques to produce the final map of groundwater availability, accessibility and management, which are influenced by the following seven criteria: rainfall, lithology, soil type, slope, land use, drainage density and lineament density in the Oued Lakhdar watershed. Interpretations of each thematic layer are described below:
<list list-type="bullet">
<list-item>
<p><bold>Criterion 1: Spatialization of Precipitation in the Oued Lakhdar Watershed:</bold></p></list-item>
</list></p>
<p>Precipitation is the key driver of the hydrological cycle and one of the parameters used to detect groundwater availability [<xref ref-type="bibr" rid="ref-10">10</xref>,<xref ref-type="bibr" rid="ref-26">26</xref>,<xref ref-type="bibr" rid="ref-27">27</xref>]. While the spatialization and distribution of precipitation control the relationship between runoff and groundwater recharge [<xref ref-type="bibr" rid="ref-18">18</xref>], the spatial interpolation of the 12 rainfall stations was carried out by universal kriging using ArcGIS 10.4.1. According to the map, rainfall fluctuates between 410 and 561 mm per year, with an uneven distribution of precipitation across the watershed. The western part of the watershed receives particularly abundant precipitation, with an accumulation of around 500&#x2013;561 mm; this could be attributed to the region&#x2019;s weather patterns. Precipitation gradually decreases towards the east: the central areas receive moderate precipitation, from 470 to 500 mm, while the eastern part gets the least, between 410 and 470 mm/year. Five main groups have been identified: 410&#x2013;440 mm/year (very low), 440&#x2013;470 mm/year (low), 470&#x2013;500 mm/year (moderate), 500&#x2013;530 mm/year (high), and 530&#x2013;561 mm/year (very high) (<xref ref-type="fig" rid="fig-4">Fig. 4</xref>).</p>
<fig id="fig-4">
<label>Figure 4</label>
<caption>
<title>Spatialization of precipitation in the UK between 1985&#x2013;2021</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-4.tif"/>
</fig>
<p><list list-type="bullet">
<list-item>
<p><bold>Criterion 2: Slope in the Oued Lakhdar Watershed:</bold></p></list-item>
</list></p>
<p>The slope represents the influence of gravity on water movement. In other words, slope controls surface runoff and infiltration [<xref ref-type="bibr" rid="ref-28">28</xref>]. A high slope results in progressively higher flow velocity, which increases surface runoff. On the other hand, with a low slope, flow velocity decreases, which favors water accumulation. In flat areas, more water accumulates, increasing infiltration into the soil [<xref ref-type="bibr" rid="ref-27">27</xref>,<xref ref-type="bibr" rid="ref-29">29</xref>]. Slopes in the Oued Lakhdar watershed ranged from 0 to 59.20&#x00B0;, with an average of 16&#x00B0;. Very low to low slopes (0 to 20&#x00B0;) were mainly located on the plain, while medium slopes (20 to 30&#x00B0;) and steep slopes (30 to 59&#x00B0;) were mainly concentrated in mountainous areas [<xref ref-type="bibr" rid="ref-20">20</xref>] (<xref ref-type="fig" rid="fig-5">Fig. 5</xref>).</p>
<fig id="fig-5">
<label>Figure 5</label>
<caption>
<title>Slope in Oued Lakhdar watershed</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-5.tif"/>
</fig>
<p><list list-type="bullet">
<list-item>
<p><bold>Criterion 3: Land Use in the Oued Lakhdar Watershed:</bold></p></list-item>
</list></p>
<p>A land-use map is a useful tool for groundwater planning and management [<xref ref-type="bibr" rid="ref-30">30</xref>,<xref ref-type="bibr" rid="ref-31">31</xref>]. It controls the behavior of water runoff or infiltration [<xref ref-type="bibr" rid="ref-9">9</xref>]. Landsat 8-OLI_TIRS imagery was downloaded in July from the official website of the US Geological Survey (<ext-link ext-link-type="uri" xlink:href="http://earthexplorer.usgs.gov,">http://earthexplorer.usgs.gov,</ext-link> accessed on 20 July 2024), with a resolution of 30 m, and classified by exploiting the maximum likelihood supervised classification algorithm in ArcGIS 10.4.1 [<xref ref-type="bibr" rid="ref-32">32</xref>]. The results obtained were validated by the Kappa index, Google Earth, and field data. The classified image is made up of different land cover types (water bodies, bare soil and built-up area, irrigated crops, light vegetation, and dense vegetation) (<xref ref-type="fig" rid="fig-6">Fig. 6</xref>). Priorities for land cover classes were given: water &#x003E; forest &#x003E; shrubland &#x003E; cropland &#x003E; grassland &#x003E; bare soil [<xref ref-type="bibr" rid="ref-31">31</xref>,<xref ref-type="bibr" rid="ref-33">33</xref>].</p>
<fig id="fig-6">
<label>Figure 6</label>
<caption>
<title>Land use map of Oued Lakhdar watershed [<xref ref-type="bibr" rid="ref-32">32</xref>]</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-6.tif"/>
</fig>
<p>The total classification accuracy and Kappa index are 98.74% and 0.98%, respectively (<xref ref-type="table" rid="table-5">Table 5</xref>). The classification result is an acceptable and good match between remote sensing data and reality [<xref ref-type="bibr" rid="ref-34">34</xref>]:</p>
<table-wrap id="table-5">
<label>Table 5</label>
<caption>
<title>Confusion matrix for the 2021 Landsat 8-OLI_TIRS image classification</title>
</caption>
<table>
<colgroup>
<col align="center"/>
<col align="center"/>
<col align="center"/>
<col align="center"/>
<col align="center"/>
<col align="center"/>
<col align="center"/>
<col align="center"/>
</colgroup>
<thead>
<tr>
<th align="center">Classes</th>
<th colspan="6">Training site (Ground truth)</th>
<th align="center">Errors of omission (Producer accuracy) in %</th>
</tr>
<tr>
<th/>
<th align="center">Water body</th>
<th align="center">Bare soil and Built-up area</th>
<th align="center">Irrigated crops</th>
<th align="center">Sparse vegetation</th>
<th align="center">Dense vegetation</th>
<th align="center">Total</th>
<th/>
</tr>
</thead>
<tbody>
<tr>
<td>Water body</td>
<td>141</td>
<td>0</td>
<td>0</td>
<td>0</td>
<td>0</td>
<td>141</td>
<td>100</td>
</tr>
<tr>
<td>Bare soil and built-up area</td>
<td>1</td>
<td>157</td>
<td>0</td>
<td>0</td>
<td>0</td>
<td>158</td>
<td>99.37</td>
</tr>
<tr>
<td>Irrigated crops</td>
<td>0</td>
<td>2</td>
<td>180</td>
<td>0</td>
<td>1</td>
<td>183</td>
<td>98.36</td>
</tr>
<tr>
<td>Sparse vegetation</td>
<td>0</td>
<td>0</td>
<td>0</td>
<td>44</td>
<td>3</td>
<td>47</td>
<td>93.62</td>
</tr>
<tr>
<td>Dense vegetation</td>
<td>0</td>
<td>0</td>
<td>1</td>
<td>0</td>
<td>107</td>
<td>108</td>
<td>99.07</td>
</tr>
<tr>
<td>Total</td>
<td>142</td>
<td>159</td>
<td>181</td>
<td>44</td>
<td>111</td>
<td>637</td>
<td></td>
</tr>
<tr>
<td>Commission Errors (User accuracy) in %</td>
<td>99.30</td>
<td>98.74</td>
<td>99.45</td>
<td>100</td>
<td>96.40</td>
<td>&#x2013;</td>
<td>&#x2013;</td>
</tr>
</tbody>
</table>
</table-wrap>
<p><list list-type="bullet">
<list-item>
<p><bold>Criterion 4: Lithology in the Oued Lakhdar Watershed:</bold></p></list-item>
</list></p>
<p>Lithological categorization is an essential element for recharge and the identification of potential groundwater zones [<xref ref-type="bibr" rid="ref-24">24</xref>,<xref ref-type="bibr" rid="ref-35">35</xref>], as it will control percolation [<xref ref-type="bibr" rid="ref-36">36</xref>], i.e., water storage is conditioned by the porosity of the geological formation. The lithological map of the study area was produced by digitizing the two geological maps of Azilal and Zaouit Ahn&#x00E7;al at a scale of 1:100,000. The Oued Lakhdar watershed contains sedimentary and magmatic rocks of various ages ranging from Paleozoic to Cenozoic. In addition, the lithological map (<xref ref-type="fig" rid="fig-7">Fig. 7</xref> and <xref ref-type="table" rid="table-6">Table 6</xref>) shows various geological formations that indicate a rather complicated geogenesis history of the Oued Lakhdar watershed.</p>
<fig id="fig-7">
<label>Figure 7</label>
<caption>
<title>Lithology in the Oued Lakhdar watershed</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-7.tif"/>
</fig><table-wrap id="table-6">
<label>Table 6</label>
<caption>
<title>Type of geological formations in the Oued Lakhdar basin</title>
</caption>
<table>
<colgroup>
<col align="center"/>
<col align="center"/>
<col align="center"/>
</colgroup>
<thead>
<tr>
<th align="center">No.</th>
<th align="center">CODE-GEO</th>
<th align="center">Geological formations</th>
</tr>
</thead>
<tbody>
<tr>
<td>1</td>
<td>VN</td>
<td>Carboniferous&#x2013;Namurian&#x2013;Visian, Devonian, Silurian and Ordovician</td>
</tr>
<tr>
<td>2</td>
<td>Oii</td>
<td>Carboniferous: Ordovician: Ashgillian: Grey quartzites</td>
</tr>
<tr>
<td>3</td>
<td>Oi</td>
<td>Carboniferous: Ordovician: Llandeilian: Vermiculated psammites</td>
</tr>
<tr>
<td>4</td>
<td>S</td>
<td>Carboniferous: Silurian: Graptolite shales</td>
</tr>
<tr>
<td>5</td>
<td>dI</td>
<td>Carboniferous: Devonian: Tassaouit limestone</td>
</tr>
<tr>
<td>6</td>
<td>div</td>
<td>Carboniferous: Devonian: Sandstone, shales, centimetric beds</td>
</tr>
<tr>
<td>7</td>
<td>r</td>
<td>Permian: Autunian: Conglomerates, sandstones and siltstones</td>
</tr>
<tr>
<td>8</td>
<td>tII</td>
<td>Upper Triassic: Carnian: Red sandstone</td>
</tr>
<tr>
<td>9</td>
<td>tiii</td>
<td>Upper Triassic: Norian: Siltstones and red pelites</td>
</tr>
<tr>
<td>10</td>
<td>Bt</td>
<td>Upper Triassic: Norian: Basalt flows, sedimentary levels</td>
</tr>
<tr>
<td>11</td>
<td>Tivi</td>
<td>Upper Triassic: Norian: Pink clays</td>
</tr>
<tr>
<td>12</td>
<td>&#x0026;<sup>&#x2032;</sup></td>
<td>Upper Triassic: Gabbros and syenites</td>
</tr>
<tr>
<td>13</td>
<td>Bts</td>
<td>Upper Triassic: Altered basalt flows</td>
</tr>
<tr>
<td>14</td>
<td>I1-2 AO</td>
<td>Lower Jurassic: Hettangian-Sinemurian: Oolitic limestone in massive beds</td>
</tr>
<tr>
<td>15</td>
<td>Ii<sup>&#x2033;</sup></td>
<td>Lower Jurassic: Hettangian: Black limestone</td>
</tr>
<tr>
<td>16</td>
<td>Ii</td>
<td>Lower Jurassic: Hettangian: Marls and dolomites</td>
</tr>
<tr>
<td>17</td>
<td>I 2-3 A</td>
<td>Lower Jurassic: Sinemurian-Carixian:Oncolite limestones, Bird limestones and dolomites</td>
</tr>
<tr>
<td>18</td>
<td>I 3-4 AB</td>
<td>Lower Jurassic: Carixian-Domerian: Dolomites and versicolored marls</td>
</tr>
<tr>
<td>19</td>
<td>I4 A</td>
<td>Lower Jurassic: Domerian: Oncolite limestones, bird&#x2019;s-eye limestones and dolomites</td>
</tr>
<tr>
<td>20</td>
<td>I4-J1 W</td>
<td>Lower Jurassic: Domerian-Alenian: Conglomerates with red marl elements</td>
</tr>
<tr>
<td>21</td>
<td>I4-5 AM</td>
<td>Lower Jurassic: Domerian-Toarcian: Red sandstones and marls, hybrid sandstones</td>
</tr>
<tr>
<td>22</td>
<td>I2-4A</td>
<td>Lower Jurassic: Sinemurian-Domerian: Oncolite limestones, bird limestones and dolomites</td>
</tr>
<tr>
<td>23</td>
<td>I2-4 AB</td>
<td>Lower Jurassic: Sinemurian-Domerian: Dolomites and versicolored marls</td>
</tr>
<tr>
<td>24</td>
<td>I2-4 JC</td>
<td>Jurassique Inf&#x00E9;rieur: Sin&#x00E9;murien-Dom&#x00E9;rien: Calcaires massifs de bordure de plateau carbonat&#x00E9;e</td>
</tr>
<tr>
<td>24</td>
<td>I4 AM</td>
<td>Lower Jurassic: Domerian: Red sandstones and marls, hybrid sandstones</td>
</tr>
<tr>
<td>25</td>
<td>I2 JR</td>
<td>Lower Jurassic: Sinemurian: Dolomites in massive beds</td>
</tr>
<tr>
<td>26</td>
<td>Iii</td>
<td>Lower Jurassic: Sinemurian: Grey Dolomites</td>
</tr>
<tr>
<td>27</td>
<td>Iii<sup>&#x2032;</sup></td>
<td>Lower Jurassic: Sinemurian: Oncolite limestone</td>
</tr>
<tr>
<td>28</td>
<td>Iiii</td>
<td>Lower Jurassic: Pliensbachian: Red cargneules, sandstones and marls</td>
</tr>
<tr>
<td>29</td>
<td>Iiii<sup>&#x2032;</sup></td>
<td>Lower Jurassic: Pliensbachian: Limestones and dolomites with megabreccias</td>
</tr>
<tr>
<td>30</td>
<td>IivC</td>
<td>Lower Jurassic: Toarcian: Red sandstone and conglomerates</td>
</tr>
<tr>
<td>31</td>
<td>Iiv</td>
<td>Lower Jurassic: Toarcian: Brown marl and sandstone</td>
</tr>
<tr>
<td>32</td>
<td>Iiv<sup>&#x2032;</sup></td>
<td>Lower Jurassic: Toarcian: Brown marl and red sandstone</td>
</tr>
<tr>
<td>33</td>
<td>I4-j1 W</td>
<td>Lower Jurassic/Middle Jurassic: Domerian&#x2013;Aalenian: Conglomerates with red marl elements</td>
</tr>
<tr>
<td>34</td>
<td>j1-2 TA</td>
<td>Middle Jurassic: Aalenian: Bajocian: Limestones, dolomites and marls</td>
</tr>
<tr>
<td>35</td>
<td>jmI<sup>&#x2032;</sup></td>
<td>Middle Jurassic: Aalenian: Birds-eye limestone</td>
</tr>
<tr>
<td>36</td>
<td>jmI</td>
<td>Middle Jurassic: Aalenian: Birds-eye limestone and marl</td>
</tr>
<tr>
<td>37</td>
<td>j2-AG</td>
<td>Middle Jurassic: Bajocian: Versicolored marls</td>
</tr>
<tr>
<td>38</td>
<td>j2-TA</td>
<td>Middle Jurassic: Bajocian: Dolomites and marls</td>
</tr>
<tr>
<td>39</td>
<td>&#x0026;j</td>
<td>Middle Jurassic: Gabrro</td>
</tr>
<tr>
<td>40</td>
<td>j2 CO</td>
<td>Middle Jurassic: Bajocian: Oncolite limestone, Rhynchonella fossiliferous limestone</td>
</tr>
<tr>
<td>41</td>
<td>j2 CM</td>
<td>Middle Jurassic: Bajocian: Marly limestones: Micritic limestones in platelets</td>
</tr>
<tr>
<td>42</td>
<td>jmII&#x2032;</td>
<td>Middle Jurassic: Bajocian: Limestone and marl</td>
</tr>
<tr>
<td>43</td>
<td>jmIII</td>
<td>Middle Jurassic: Bajocian: Oolitic limestone and marl</td>
</tr>
<tr>
<td>44</td>
<td>jmII</td>
<td>Middle Jurassic: Bajocian: Gastropod limestone and marl</td>
</tr>
<tr>
<td>45</td>
<td>jmIV</td>
<td>Middle Jurassic:Bathonian: Sandstone, red pelites and conglomerates</td>
</tr>
<tr>
<td>46</td>
<td>pq C</td>
<td>Quaternary: Villafranchian: Alluvial cone</td>
</tr>
<tr>
<td>47</td>
<td>qa<sup>&#x2033;</sup></td>
<td>Quaternary: Amirien Sal&#x00E9;tien and Moulouyen: Slope aprons</td>
</tr>
<tr>
<td>47</td>
<td>qa<sup>&#x2033;</sup></td>
<td>Quaternary: Amirien, Sal&#x00E9;tien and Moulouyen: Slope aprons</td>
</tr>
<tr>
<td>48</td>
<td>qa</td>
<td>Undefined Quaternary or from reworking</td>
</tr>
<tr>
<td>49</td>
<td>qa<sup>&#x2034;</sup></td>
<td>Quaternary: Amirien, Sal&#x00E9;tien and Moulouyen: Alluvium and terraces</td>
</tr>
<tr>
<td>50</td>
<td>qm</td>
<td>Quaternary: Tensiftien: Alluvium, terraces</td>
</tr>
<tr>
<td>51</td>
<td>qr<sup>&#x2032;</sup></td>
<td>Quaternary: Rharbian Soltanian: Moraines</td>
</tr>
<tr>
<td>52</td>
<td>qa<sup>&#x2032;</sup></td>
<td>Quaternary: Amirien Sal&#x00E9;tien Moulouyen</td>
</tr>
<tr>
<td>53</td>
<td>pvc<sup>&#x2032;</sup></td>
<td>Quaternary: Plio-Villafranchian: Terraces and outcrops</td>
</tr>
<tr>
<td>54</td>
<td>pvc</td>
<td>Quaternary: Plio-Villafranchian: Moraines</td>
</tr>
<tr>
<td>55</td>
<td>qi</td>
<td>Quaternary: Tensiftien: Alluvial cone</td>
</tr>
<tr>
<td>56</td>
<td>q</td>
<td>Quaternary: Undetermined: Moraines</td>
</tr>
<tr>
<td>57</td>
<td>qm<sup>&#x2032;</sup></td>
<td>Quaternary: Tensiftien: Slope aprons</td>
</tr>
<tr>
<td>58</td>
<td>qr<sup>&#x2033;</sup></td>
<td>Quaternary: Rharbian Soltanian: Terraces and outcrops</td>
</tr>
<tr>
<td>59</td>
<td>qr</td>
<td>Quaternary: Rharbian Soltanian to present</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>Quaternary formations, in the form of terraces, alluvial fans, and recent alluvium, are of vital importance for aquifer recharge. These soil layers have a free aquifer, which means they are highly permeable and can easily allow water to infiltrate the rock. Jurassic formations are characterized by a predominance of limestone and marl. Fissured limestone, particularly from the Middle and Upper Jurassic, is one of the most productive karstic aquifers. Karst zones, characterized by the predominance of sinkholes and karst erosion, allow water to circulate rapidly. On the other hand, the marlstones, being not very permeable to water, fix such terrain as an aquiclude. This limits the vertical circulation of water, creating deep reservoirs.</p>
<p>Ancient rocks, particularly those of the Ordovician and Carboniferous periods, consist mainly of shales and sandstones, which have relatively limited potential for groundwater resources. Shales, with their low permeability, hinder aquifer recharge, while sandstones can, under certain conditions, serve as aquifer reservoirs. However, their productivity is highly dependent on the degree of fracturing. Finally, magmatic and metamorphic rocks, although present over small areas, have only a minor impact on hydrogeological potential. These formations can, however, influence groundwater mineralization, often by increasing hardness or dissolved salt content.
<list list-type="bullet">
<list-item>
<p><bold>Criterion 5: Drainage Density in the Oued Lakhdar Watershed:</bold></p></list-item>
</list></p>
<p>Most authors who have studied potential areas for groundwater storage base their calculations on drainage density and lineament density [<xref ref-type="bibr" rid="ref-8">8</xref>,<xref ref-type="bibr" rid="ref-37">37</xref>]. Drainage density was calculated by dividing the sum of the lengths of the watercourses in the watershed by the surface area [<xref ref-type="bibr" rid="ref-38">38</xref>]. It was extracted from the 30 m resolution DTM model in ArcGIS software, using a line density analysis tool (Spatial Analyst Tools: Density: Line Density). Areas with low drainage density are characterized by permeable soil, which favors infiltration and very low runoff, while high drainage density indicates the opposite [<xref ref-type="bibr" rid="ref-13">13</xref>,<xref ref-type="bibr" rid="ref-39">39</xref>]. The present density map was classified into five classes: very high, high, medium, low, and very low (<xref ref-type="fig" rid="fig-8">Fig. 8</xref>).</p>
<fig id="fig-8">
<label>Figure 8</label>
<caption>
<title>Drainage density in the Oued Lakhdar watershed</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-8.tif"/>
</fig>
<p><list list-type="bullet">
<list-item>
<p><bold>Criterion 6: Lineament Density in the Oued Lakhdar Watershed:</bold></p></list-item>
</list></p>
<p>According to studies [<xref ref-type="bibr" rid="ref-18">18</xref>,<xref ref-type="bibr" rid="ref-31">31</xref>], lineament density is one of the measures used to determine the density of lines or fissures on the ground surface, and is one of the key elements in assessing groundwater potential. Areas with high fracture density are more likely to store and transport groundwater [<xref ref-type="bibr" rid="ref-40">40</xref>], while low lineament density indicates the opposite. We digitized the lineaments using SRTM DEM to produce the final map in ArcGIS software. The resulting lineament density map was grouped into five classes: very high, high, medium, low, and very low (<xref ref-type="fig" rid="fig-9">Fig. 9</xref>).</p>
<fig id="fig-9">
<label>Figure 9</label>
<caption>
<title>Lineament density in the Oued Lakhdar watershed</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-9.tif"/>
</fig>
<p><list list-type="bullet">
<list-item>
<p><bold>Criterion 7: Pedology in the Oued Lakhdar Watershed:</bold></p></list-item>
</list></p>
<p>Depending on soil texture, it is possible to determine whether it favors infiltration or runoff [<xref ref-type="bibr" rid="ref-13">13</xref>,<xref ref-type="bibr" rid="ref-41">41</xref>]. So, edaphic characteristics are therefore essential in controlling the determination of GPZs [<xref ref-type="bibr" rid="ref-16">16</xref>,<xref ref-type="bibr" rid="ref-42">42</xref>]. The soil map of the study area was based on the FAO Digital Soil Map of the World (DSMW), highlighting three main soil categories: Rendzines (E), Lithosols (I), and Calcareous Xerosols (Xk). Rendzines (humus-limestone) are distributed across the central, northern, and eastern parts of the watershed (<xref ref-type="fig" rid="fig-10">Fig. 10</xref>). Rendzines cover some 1039 km<sup>2</sup> or 63% of the total watershed area. These soils are generally shallow, with a high content of organic matter and fine particles. Their structure favors water retention and infiltration, making them highly favorable for groundwater recharge in areas with sufficient rainfall. Lithosols, which account for 27% (&#x003D;436 km<sup>2</sup>), are dominated by surface runoff, while calcareous Xerosols, covering an area of 163 km<sup>2</sup> (10%), have a moderate potential, depending on their structure and calcareous content.</p>
<fig id="fig-10">
<label>Figure 10</label>
<caption>
<title>Pedology in the Oued Lakhdar watershed</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-10.tif"/>
</fig>
<p><list list-type="bullet">
<list-item>
<p><bold>Final Map of Groundwater Potential in the Oued Lakhdar Watershed:</bold></p></list-item>
</list></p>
<p>Due to the occurrence of hydrological droughts and anthropogenic pressure on surface waters, the volume of groundwater recharge has also decreased in recent years [<xref ref-type="bibr" rid="ref-35">35</xref>]. This allows us to monitor groundwater potential and recharge by seven criteria in the Oued Lakhdar watershed: rainfall, lithology, soil type, slope, land use, drainage density and lineament density. Using GIS and remote sensing integrated with multi-criteria decision analysis using AHP techniques, five descriptions (1): very low, (2): low, (3): medium, (4): high and (5): very high were reclassified to manage and determine groundwater potential zones in this basin. The use of the AHP method was accepted, as the consistency ratio (CR) is 4.7% (<xref ref-type="fig" rid="fig-11">Fig. 11</xref>), which is less than 100%. This weighting is therefore very acceptable and reliable [<xref ref-type="bibr" rid="ref-7">7</xref>,<xref ref-type="bibr" rid="ref-11">11</xref>]. So, the AHP analysis determined the influence of each factor on groundwater potential (<xref ref-type="fig" rid="fig-11">Figs. 11</xref> and <xref ref-type="fig" rid="fig-12">12</xref>): precipitation (37.3%), lithology (24.7%), slope (13.3%), drainage density (9%), land use (6.7%), lineament density (5%) and soil type (4%).</p>
<fig id="fig-11">
<label>Figure 11</label>
<caption>
<title>Pairwise comparison matrix using AHP</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-11.tif"/>
</fig><fig id="fig-12">
<label>Figure 12</label>
<caption>
<title>Percentage influence of factors on groundwater potential (%) and CR (%)</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-12.tif"/>
</fig>
<p>Quantification, analysis and overlay of seven geospatial layers in GIS show that the Oued Lakhdar watershed is characterized by various groundwater potential zones, which have been classified into five groups (<xref ref-type="fig" rid="fig-13">Fig. 13</xref> and <xref ref-type="table" rid="table-7">Table 7</xref>): very low (18. 09%, i.e., 296,383 km<sup>2</sup>), low (26.23%, i.e., 429,637 km<sup>2</sup>), medium (17.71%, i.e., 290.145 km<sup>2</sup>), high (25.68%, i.e., 420.66 km<sup>2</sup>) and very high (12.28%, i.e., 201.175 km<sup>2</sup>). Areas with high and very high groundwater potential are characterized by good hydrogeological conditions and are located in the center and west of the watershed, i.e., they favor permeable geological and soil formations, medium to dense vegetation cover, low slope, low altitude, high infiltration capacity and high lineament density [<xref ref-type="bibr" rid="ref-7">7</xref>,<xref ref-type="bibr" rid="ref-17">17</xref>]. In addition, areas characterized by moderate groundwater potential have moderate permeability, altitude, slope, precipitation, and infiltration capacity. On the other hand, areas with low and very low potential are located upstream, to the east and the north of the basin, i.e., these areas have unfavorable conditions, with low lineament densities, high drainage density, impermeable lithology and high slope [<xref ref-type="bibr" rid="ref-18">18</xref>,<xref ref-type="bibr" rid="ref-43">43</xref>]. <xref ref-type="table" rid="table-8">Table 8</xref> shows the weighting of the various criteria and sub-criteria scores.</p>
<fig id="fig-13">
<label>Figure 13</label>
<caption>
<title>Map of groundwater potential zones in the Oued Lakhdar watershed</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-13.tif"/>
</fig><table-wrap id="table-7">
<label>Table 7</label>
<caption>
<title>Distribution of potential groundwater zones in the Oued Lakhdar watershed</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
<col/>
</colgroup>
<thead>
<tr>
<th>Classifications</th>
<th>Area in km<sup><bold>2</bold></sup></th>
<th>Area in %</th>
</tr>
</thead>
<tbody>
<tr>
<td>1 (Very low)</td>
<td>296.39</td>
<td>18.09</td>
</tr>
<tr>
<td>2 (Low)</td>
<td>429.63</td>
<td>26.23</td>
</tr>
<tr>
<td>3 (Moderate)</td>
<td>290.15</td>
<td>17.71</td>
</tr>
<tr>
<td>4 (High)</td>
<td>420.66</td>
<td>25.68</td>
</tr>
<tr>
<td>5 (Very high)</td>
<td>201.18</td>
<td>12.28</td>
</tr>
</tbody>
</table>
</table-wrap><table-wrap id="table-8">
<label>Table 8</label>
<caption>
<title>Weighting of various criteria and sub-criteria scores</title>
</caption>
<table>
<colgroup>
<col align="center"/>
<col align="center"/>
<col align="center"/>
<col align="center"/>
<col align="center"/>
</colgroup>
<thead>
<tr>
<th align="center">Criteria</th>
<th align="center">Classifications</th>
<th align="center">Scores (a)</th>
<th align="center">Weight (%) (b)</th>
<th align="center">Percentage of influence (%)<break/> (a &#x2217; b)</th>
</tr>
</thead>
<tbody>
<tr>
<td rowspan="5">Rainfall (mm)</td>
<td>410.4826965&#x2013;440 (Very low)</td>
<td>1</td>
<td rowspan="5">37.3</td>
<td>37.3</td>
</tr>
<tr>
<td>440.0000001&#x2013;470 (Low)</td>
<td>2</td>
<td>74.6</td>
</tr>
<tr>
<td>470.0000001&#x2013;500 (Moderate)</td>
<td>3</td>
<td>111.9</td>
</tr>
<tr>
<td>500.0000001&#x2013;530 (High)</td>
<td>4</td>
<td>149.2</td>
</tr>
<tr>
<td>530.0000001&#x2013;561.2160034 (Very high)</td>
<td>5</td>
<td>186.5</td>
</tr>
<tr>
<td rowspan="5">Slope (Degree)</td>
<td>&#x003C;10 (Very low)</td>
<td>5</td>
<td rowspan="5">13.3</td>
<td>66.5</td>
</tr>
<tr>
<td>10&#x2013;20 (Low)</td>
<td>4</td>
<td>53.2</td>
</tr>
<tr>
<td>20&#x2013;30 (Moderate)</td>
<td>3</td>
<td>39.9</td>
</tr>
<tr>
<td>30&#x2013;40 (High)</td>
<td>2</td>
<td>26.6</td>
</tr>
<tr>
<td>&#x003E;40 (Very high)</td>
<td>1</td>
<td>13.3</td>
</tr>
<tr>
<td rowspan="5">LULC</td>
<td>Water body</td>
<td>4</td>
<td rowspan="5">6.7</td>
<td>26.8</td>
</tr>
<tr>
<td>Bare soil and built-up area</td>
<td>1</td>
<td>6.7</td>
</tr>
<tr>
<td>Irrigated crops</td>
<td>2</td>
<td>13.4</td>
</tr>
<tr>
<td>Sparse vegetation</td>
<td>2</td>
<td>13.4</td>
</tr>
<tr>
<td>Dense vegetation</td>
<td>3</td>
<td>20.1</td>
</tr>
<tr>
<td rowspan="5">Drainage density (km/km<sup>2</sup>)</td>
<td>Very low</td>
<td>5</td>
<td rowspan="5">9</td>
<td>45</td>
</tr>
<tr>
<td>Low</td>
<td>4</td>
<td>36</td>
</tr>
<tr>
<td>Moderate</td>
<td>3</td>
<td>27</td>
</tr>
<tr>
<td>High</td>
<td>2</td>
<td>18</td>
</tr>
<tr>
<td>Very high</td>
<td>1</td>
<td>9</td>
</tr>
<tr>
<td rowspan="5">Lineament density</td>
<td>Very low</td>
<td>1</td>
<td rowspan="5">5</td>
<td>5</td>
</tr>
<tr>
<td>Low</td>
<td>2</td>
<td>10</td>
</tr>
<tr>
<td>Moderate</td>
<td>3</td>
<td>15</td>
</tr>
<tr>
<td>High</td>
<td>4</td>
<td>20</td>
</tr>
<tr>
<td>Very high</td>
<td>5</td>
<td>25</td>
</tr>
<tr>
<td rowspan="3">Pedology (Soil)</td>
<td>I: Lithosols</td>
<td>1</td>
<td rowspan="3">4</td>
<td>4</td>
</tr>
<tr>
<td>Xk: Calcic Xerosols</td>
<td>2</td>
<td>8</td>
</tr>
<tr>
<td>E: Rendzines</td>
<td>3</td>
<td>12</td>
</tr>
<tr>
<td rowspan="1">Lithology</td>
<td>VN: Carboniferous&#x2013;Namurian&#x2013;Visian, Devonian, Silurian and Ordovician</td>
<td>3</td>
<td rowspan="6">24.7</td>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>Oii: Carboniferous: Ordovician: Ashgillian: Grey quartzites</td>
<td>5</td>
<td>123.5</td>
</tr>
<tr>
<td/>
<td>Oi: Carboniferous: Ordovician: Llandeilian: Vermiculated psammites</td>
<td>4</td>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>S: Carboniferous: Silurian: Graptolite shales</td>
<td>4</td>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>dI: Carboniferous: Devonian: Tassaouit limestone</td>
<td>2</td>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>div: Carboniferous: Devonian: Sandstone, shales, centimetric beds</td>
<td>4</td>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>r: Permian: Autunian: Conglomerates, sandstones and siltstones</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>tII: Upper Triassic: Carnian: Red sandstone</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>tiii: Upper Triassic: Norian: Siltstones and red pelites</td>
<td>4</td>
<td/>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>Bt: Upper Triassic: Norian: Basalt flows, sedimentary levels</td>
<td>5</td>
<td/>
<td>123.5</td>
</tr>
<tr>
<td/>
<td>Tivi: Upper Triassic: Norian: Pink clays</td>
<td>5</td>
<td/>
<td>123.5</td>
</tr>
<tr>
<td/>
<td>&#x0026;<sup>&#x2032;</sup>: Upper Triassic: Gabbros and syenites</td>
<td>5</td>
<td/>
<td>123.5</td>
</tr>
<tr>
<td/>
<td>Bts: Upper Triassic: Altered basalt flows</td>
<td>5</td>
<td/>
<td>123.5</td>
</tr>
<tr>
<td/>
<td>I1-2 AO: Lower Jurassic: Hettangian-Sinemurian: Oolitic limestone in massive beds</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>Ii<sup>&#x2033;</sup>: Lower Jurassic: Hettangian: Black limestone</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>Ii: Lower Jurassic: Hettangian: Marls and dolomites</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>I 2-3 A: Lower Jurassic: Sinemurian-Carixian:Oncolite limestones, Bird limestones and dolomites</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>I 3-4 AB: Lower Jurassic: Carixian-Domerian: Dolomites and versicolored marls</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>I4 A: Lower Jurassic: Domerian: Oncolite limestones, bird&#x2019;s-eye limestones and dolomites</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>I4-J1 W: Lower Jurassic: Domerian-Alenian: Conglomerates with red marl elements</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>I4-5 AM: Lower Jurassic: Domerian-Toarcian: Red sandstones and marls, hybrid sandstones</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>I2-4A: Lower Jurassic: Sinemurian-Domerian: Oncolite limestones, bird limestones and dolomites</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>I2-4 AB: Lower Jurassic: Sinemurian-Domerian: Dolomites and versicolored marls</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>I2-4 JC: Jurassique Inf&#x00E9;rieur: Sin&#x00E9;murien-Dom&#x00E9;rien: Calcaires massifs de bordure de plateau carbonat&#x00E9;e</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>I4 AM: Lower Jurassic: Domerian: Red sandstones and marls, hybrid sandstones</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>I2 JR: Lower Jurassic: Sinemurian: Dolomites in massive beds</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>Iii: Lower Jurassic: Sinemurian: Grey Dolomites</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>Iii<sup>&#x2032;</sup>: Lower Jurassic: Sinemurian: Oncolite limestone</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>Iiii: Lower Jurassic: Pliensbachian: Red cargneules, sandstones and marls</td>
<td>4</td>
<td/>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>Iiii<sup>&#x2032;</sup>: Lower Jurassic: Pliensbachian: Limestones and dolomites with megabreccias</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>IivC: Lower Jurassic: Toarcian: Red sandstone and conglomerates</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>Iiv: Lower Jurassic: Toarcian: Brown marl and sandstone</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>Iiv<sup>&#x2032;</sup>: Lower Jurassic: Toarcian: Brown marl and red sandstone</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>I4-j1 W: Lower Jurassic/Middle Jurassic: Domerian&#x2013;Aalenian: Conglomerates with red marl elements</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>j1-2 TA: Middle Jurassic: Aalenian: Bajocian: Limestones, dolomites and marls</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>jmI<sup>&#x2032;</sup>: Middle Jurassic: Aalenian: Birds-eye limestone</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>jmI: Middle Jurassic: Aalenian: Birds-eye limestone and marl</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>j2-AG: Middle Jurassic: Bajocian: Versicolored marls</td>
<td>4</td>
<td/>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>j2-TA: Middle Jurassic: Bajocian: Dolomites and marls</td>
<td>5</td>
<td/>
<td>123.5</td>
</tr>
<tr>
<td/>
<td>&#x0026;j: Middle Jurassic: Gabrro</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>j2 CO: Middle Jurassic: Bajocian: Oncolite limestone, Rhynchonella fossiliferous limestone</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>j2 CM: Middle Jurassic: Bajocian: Marly limestones: Micritic limestones in platelets</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>jmII<sup>&#x2032;</sup>: Middle Jurassic: Bajocian: Limestone and marl</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>jmIII: Middle Jurassic: Bajocian: Oolitic limestone and marl</td>
<td>2</td>
<td/>
<td>49.4</td>
</tr>
<tr>
<td/>
<td>jmII: Middle Jurassic: Bajocian: Gastropod limestone and marl</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>jmIV: Middle Jurassic:Bathonian: Sandstone, red pelites and conglomerates</td>
<td>4</td>
<td/>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>pq C: Quaternary: Villafranchian: Alluvial cone</td>
<td>5</td>
<td/>
<td>123.5</td>
</tr>
<tr>
<td/>
<td>qa<sup>&#x2033;</sup>: Quaternary: Amirien Sal&#x00E9;tien and Moulouyen: Slope aprons</td>
<td>4</td>
<td/>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>qa: Undefined Quaternary or from reworking</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>qa<sup>&#x2034;</sup>: Quaternary: Amirien, Sal&#x00E9;tien and Moulouyen: Alluvium and terraces</td>
<td>1</td>
<td/>
<td>24.7</td>
</tr>
<tr>
<td/>
<td>qm: Quaternary: Tensiftien: Alluvium, terraces</td>
<td>1</td>
<td/>
<td>24.7</td>
</tr>
<tr>
<td/>
<td>qr<sup>&#x2032;</sup>: Quaternary: Rharbian Soltanian: Moraines</td>
<td>4</td>
<td/>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>qa<sup>&#x2032;</sup>: Quaternary: Amirien Sal&#x00E9;tien Moulouyen</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>pvc<sup>&#x2032;</sup>: Quaternary: Plio-Villafranchian: Terraces and outcrops</td>
<td>1</td>
<td/>
<td>24.7</td>
</tr>
<tr>
<td/>
<td>pvc: Quaternary: Plio-Villafranchian: Moraines</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
<tr>
<td/>
<td>qi: Quaternary: Tensiftien: Alluvial cone</td>
<td>5</td>
<td/>
<td>123.5</td>
</tr>
<tr>
<td/>
<td>q: Quaternary: Undetermined: Moraines</td>
<td>4</td>
<td/>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>qm<sup>&#x2032;</sup>: Quaternary: Tensiftien: Slope aprons</td>
<td>4</td>
<td/>
<td>98.8</td>
</tr>
<tr>
<td/>
<td>qr<sup>&#x2033;</sup>: Quaternary: Rharbian Soltanian: Terraces and outcrops</td>
<td>1</td>
<td/>
<td>24.7</td>
</tr>
<tr>
<td/>
<td>qr: Quaternary: Rharbian Soltanian to present</td>
<td>3</td>
<td/>
<td>74.1</td>
</tr>
</tbody>
</table>
</table-wrap>
<p><list list-type="bullet">
<list-item>
<p><bold>Validation of the Resulting Map of Groundwater Potential in the Oued Lakhdar Watershed:</bold></p></list-item>
</list></p>
<p>To assess the accuracy of the model used and validate the final map obtained of groundwater potential by GIS and AHP, we relied on the ROC-AUC curve that was prepared using reference points and truth in the Arc-SDM tool integrated into ArcGIS 10.4.1 software [<xref ref-type="bibr" rid="ref-44">44</xref>,<xref ref-type="bibr" rid="ref-45">45</xref>]. We collected data on wetlands and springs using GPS (coordinates) that were in the Oued Lakhdar watershed. <xref ref-type="fig" rid="fig-14">Fig. 14</xref> shows the ROC-AUC curves, with an accuracy of 0.702 (70.20%). According to classification <xref ref-type="table" rid="table-9">Table 9</xref>, the model is reliable and acceptable, i.e., with good results.</p>
<fig id="fig-14">
<label>Figure 14</label>
<caption>
<title>ROC-AUC curves for AHP model validation</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="RIG_63846-fig-14.tif"/>
</fig><table-wrap id="table-9">
<label>Table 9</label>
<caption>
<title>Quality range of AUC results [<xref ref-type="bibr" rid="ref-44">44</xref>]</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
</colgroup>
<thead>
<tr>
<th>AUC interval</th>
<th>Description of results</th>
</tr>
</thead>
<tbody>
<tr>
<td>0.9&#x2013;1.1</td>
<td>Excellent</td>
</tr>
<tr>
<td>0.8&#x2013;0.9</td>
<td>Very good</td>
</tr>
<tr>
<td>0.7&#x2013;0.8</td>
<td>Good</td>
</tr>
<tr>
<td>0.6&#x2013;0.7</td>
<td>Satisfactory</td>
</tr>
<tr>
<td>0.5&#x2013;0.6</td>
<td>Unsatisfactory</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>The AHP method has been selected, but there may be a potential bias in the assignment of weights by experts, or the results of the study may be affected by certain initial assumptions. In addition, the accuracy of the DEM may be relatively affected if we choose others, but with a very high resolution, which may affect the results of the groundwater recharge estimation, since these estimates are based on assumptions that may change in reality, and therefore affect the accuracy of the predictions.</p>
</sec>
<sec id="s4">
<label>4</label>
<title>Conclusion</title>
<p>Analytical Hierarchy Process (AHP) and Geographic Information Systems (GIS) methods and remote sensing have emerged as significant advances in groundwater potential mapping, particularly in the context of watershed management and climate change adaptation. This study highlights the effectiveness of this approach for assessing groundwater potential zones in the Oued Lakhdar watershed, upstream of the Hassan I dam. By superimposing various factors: rainfall, lithology, soil type, slope, land use, drainage density, and lineament density. The results of this research indicate that 25.68% of the watershed has a high (420.66 km<sup>2</sup>) to very high (12.28%) groundwater potential. In contrast, 26.23% of the surface area has a low (429.637 km<sup>2</sup>) to very low (18.09%) groundwater potential. This classification not only presents the spatial distribution of groundwater resources, but also constitutes an essential tool for decision-makers, planners and stakeholders responsible for water resource management and land use planning.</p>
<p>Practical strategies can be suggested, such as:</p>
<p><bold>Focusing on high-potential groundwater areas:</bold> Water management in these areas can be improved through cumulative storage and protection of high-potential areas to ensure their sustainable use.</p>
<p><bold>Continuous monitoring:</bold> Implementation strategies should include the use of remote sensing and GIS technologies to periodically monitor groundwater levels to identify emergency changes and identify areas in need of urgent intervention.</p>
<p><bold>Controlling water consumption:</bold> This requires activating water conservation policies in areas with low groundwater potential, by optimizing irrigation techniques and using alternative water resources wherever possible.</p>
<p><bold>Long-term planning:</bold> Developing strategic plans to manage groundwater in the face of climate change and population growth, by encouraging cooperation between governmental bodies and local communities to ensure sustainability.</p>
<p>Specific methods have been used to map groundwater potential, but in the future, the accuracy of the maps could be improved by incorporating additional techniques such as mathematical modeling and temporal data analysis to follow long-term groundwater changes. Advanced remote sensing techniques can be used with artificial intelligence to identify spatial patterns more precisely, or extend the studied data to larger areas using multispectral sensing. In addition, it may be useful to improve the use of GIS by incorporating additional data such as climate impacts and environmental changes to identify areas most vulnerable to depletion.</p>
</sec>
</body>
<back>
<ack>
<p>The authors would like to thank the creators of the USGS site for providing free Landsat satellite data via <ext-link ext-link-type="uri" xlink:href="https://Earthexploitsrer.usgs.gov/">https://Earthexploitsrer.usgs.gov/</ext-link>. They also thank the management services of the Oum-er-Rbia Hydraulic Basin Agency for providing the hydro-climatic data used in this article.</p>
</ack>
<sec>
<title>Funding Statement</title>
<p>The authors received no specific funding for this study.</p>
</sec>
<sec>
<title>Author Contributions</title>
<p>We hereby declare that this article is the result of a collaborative work between the following authors: Study design, data collection and analysis, writing of the article: Elhoucein Layati; statistical analysis, critical revision of the article, and English language correction: Omaima Elkbichi and Bahija Choukri; draft manuscript preparation and substantial revision of the article: Mohamed El Ghachi. All authors reviewed the results and approved the final version of the manuscript.</p>
</sec>
<sec sec-type="data-availability">
<title>Availability of Data and Materials</title>
<p>Available at <ext-link ext-link-type="uri" xlink:href="http://asterweb.jpl.nasa.gov/gdem.asp">http://asterweb.jpl.nasa.gov/gdem.asp</ext-link> and <ext-link ext-link-type="uri" xlink:href="https://Earthexploitsrer.usgs.gov/">https://Earthexploitsrer.usgs.gov/</ext-link> (accessed on 20 July 2024), and hydro-climatic data were obtained from the Oum Er-Rbia Hydraulic Basin Agency: 05234-82355.</p>
</sec>
<sec>
<title>Ethics Approval</title>
<p>Not applicable.</p>
</sec>
<sec sec-type="COI-statement">
<title>Conflicts of Interest</title>
<p>The authors declare no conflicts of interest to report regarding the present study.</p>
</sec>
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