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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Water</journal-id>
<journal-title-group>
<journal-title>Frontiers in Water</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Water</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">2624-9375</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="doi">10.3389/frwa.2025.1628691</article-id><article-version article-version-type="Version of Record" vocab="NISO-RP-8-2008"/>
<article-categories>
<subj-group subj-group-type="heading"><subject>Original Research</subject></subj-group>
</article-categories>
<title-group>
<article-title>Assessment of groundwater drought risk in arid regions using standardized indices and reliability analysis</article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Gouahi</surname>
<given-names>Soumia</given-names>
</name>
<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
<xref ref-type="corresp" rid="c001"><sup>&#x002A;</sup></xref>
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<contrib contrib-type="author">
<name>
<surname>Hssaisoune</surname>
<given-names>Mohammed</given-names>
</name>
<xref ref-type="aff" rid="aff1"><sup>1</sup></xref>
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<contrib contrib-type="author">
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<surname>Ait Brahim</surname>
<given-names>Yassine</given-names>
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<surname>Ait El Kadi</surname>
<given-names>Moussa</given-names>
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<contrib contrib-type="author">
<name>
<surname>Nehmadou</surname>
<given-names>Mohammed</given-names>
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<surname>Bouchaou</surname>
<given-names>Lhoussaine</given-names>
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<aff id="aff1"><label>1</label><institution>Applied Geology and Geo-Environment Laboratory, Faculty of Sciences, Ibn Zohr University</institution>, <city>Agadir</city>, <country country="ma">Morocco</country></aff>
<aff id="aff2"><label>2</label><institution>Faculty of Applied Sciences, Ibn Zohr University</institution>, <city>Ait Melloul</city>, <country country="ma">Morocco</country></aff>
<aff id="aff3"><label>3</label><institution>International Water Research Institute, Mohammed VI Polytechnic University</institution>, <city>Ben Guerir</city>, <country country="ma">Morocco</country></aff>
<aff id="aff4"><label>4</label><institution>Hydraulic Basin Agency of Souss-Massa Basin</institution>, <city>Agadir</city>, <country country="ma">Morocco</country></aff>
<author-notes><corresp id="c001"><label>&#x002A;</label>Correspondence: Soumia Gouahi, <email xlink:href="mailto:soumia.gouahi@edu.uiz.ac.ma">soumia.gouahi@edu.uiz.ac.ma</email></corresp></author-notes>
<pub-date publication-format="electronic" date-type="pub" iso-8601-date="2025-11-06">
<day>06</day>
<month>11</month>
<year>2025</year>
</pub-date>
<pub-date publication-format="electronic" date-type="collection">
<year>2025</year>
</pub-date>
<volume>7</volume>
<elocation-id>1628691</elocation-id>
<history>
<date date-type="received">
<day>14</day>
<month>05</month>
<year>2025</year>
</date>
<date date-type="accepted">
<day>13</day>
<month>10</month>
<year>2025</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#x00A9; 2025 Gouahi, Hssaisoune, Ait Brahim, Ait El Kadi, Nehmadou and Bouchaou.</copyright-statement>
<copyright-year>2025</copyright-year>
<copyright-holder>Gouahi, Hssaisoune, Ait Brahim, Ait El Kadi, Nehmadou and Bouchaou</copyright-holder>
<license><ali:license_ref start_date="2025-11-06">https://creativecommons.org/licenses/by/4.0/</ali:license_ref>
<license-p>This is an open-access article distributed under the terms of the <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution License (CC BY)</ext-link>. The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</license-p>
</license>
</permissions>
<abstract>
<p>Groundwater drought poses a significant threat to water and food security. In arid regions, groundwater can be the primary resource for irrigation and related agri-food sectors. Hence, herein, we investigated meteorological drought using the standardized precipitation index (SPI) to assess its impact on groundwater drought occurrence in the region of Souss-Massa in Morocco. Groundwater risk modeling was performed by combining reliability analysis with the Standardized Water Level Index (SWI). This methodology generates values for Groundwater Drought Risk (GDR) and the Environmental Hazard Index (EHI), which are spatially distributed to evaluate groundwater risk under various drought bands. Results showed fluctuating dry and wet periods, with a weak correlation between SPI and SWI (<italic>r</italic> = 0.07), suggesting that factors other than meteorological drought predominantly drive groundwater drought occurrence. GDR values range from 19.2% to 57.94% under mild conditions and 15% to 36.62% under extreme conditions, showing increased vulnerability, particularly in the middle Souss and Massa areas. These lower values at higher severity levels reflect the reduced frequency but greater potential impact of severe drought events. EHI results further suggest that the Massa basin and the middle Souss are particularly susceptible to groundwater drought, with values exceeding 80% in some areas, indicating severe environmental impacts, necessitating immediate intervention to properly manage the groundwater resources. Thus, this work could provide valuable insights for policymakers and could be implemented by water resources managers to better anticipate groundwater occurrence and its spatial distribution.</p>
</abstract>
<kwd-group>
<kwd>Groundwater drought</kwd>
<kwd>Standardized Precipitation Index (SPI)</kwd>
<kwd>Standardized Water Level Index (SWI)</kwd>
<kwd>Groundwater Drought Risk (GDR)</kwd>
<kwd>Environmental Hazard Index (EHI)</kwd>
<kwd>reliability analysis</kwd>
<kwd>Souss-Massa Basin</kwd>
</kwd-group><funding-group><funding-statement>The author(s) declare that financial support was received for the research and/or publication of this article. The authors thank the Moroccan Ministry of Higher Education, Scientific Research and Innovation and the OCP Foundation who, partially, funded this work through the APRD research program (GEANTech).</funding-statement></funding-group>
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<fig-count count="11"/>
<table-count count="5"/>
<equation-count count="8"/>
<ref-count count="91"/>
<page-count count="18"/>
<word-count count="12261"/>
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<custom-meta-group>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Water and Climate</meta-value>
</custom-meta>
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</article-meta>
</front>
<body>
<sec sec-type="intro" id="sec1">
<label>1</label>
<title>Introduction</title>
<p>Drought is a natural phenomenon that causes several environmental, human, and socio-economic damages. According to the <xref ref-type="bibr" rid="ref85">World Meteorological Organization (2020)</xref>, global economic losses from droughts exceed $6 billion annually, impacting over 35% of the Earth&#x2019;s land area. This makes droughts the most significant contributor to losses among all natural disasters (<xref ref-type="bibr" rid="ref66">Mishra and Singh, 2010</xref>; <xref ref-type="bibr" rid="ref78">Tallaksen et al., 2009</xref>). In fact, drought is a normal part of the climate occurring in high as well as in low rainfall areas (<xref ref-type="bibr" rid="ref84">Wilhite and Glantz, 1985</xref>; <xref ref-type="bibr" rid="ref78">Tallaksen et al., 2009</xref>). Certainly, it results from a shortage of precipitation received over a prolonged period. However, other climatic factors such as high temperatures, high winds, and low relative humidity can significantly exacerbate its severity (<xref ref-type="bibr" rid="ref1">Abahous et al., 2018</xref>; <xref ref-type="bibr" rid="ref31">Elkouk et al., 2021</xref>, <xref ref-type="bibr" rid="ref32">2022</xref>; <xref ref-type="bibr" rid="ref44">Hertig and Tramblay, 2017</xref>; <xref ref-type="bibr" rid="ref58">Loukas and Vasiliades, 2004</xref>). Drought also depends on the timing, including the season of occurrence, delays in the onset of the rainy season, occurrence of rainfall regarding the major crop growth stages, and rainfall efficiency (i.e., rainfall intensity and number of rain events) (<xref ref-type="bibr" rid="ref83">Wilhite, 1993</xref>). According to <xref ref-type="bibr" rid="ref84">Wilhite and Glantz (1985)</xref>, droughts can be classified into four types; meteorological, hydrological, agricultural, and socio-economic drought. Groundwater drought is a particular kind of hydrological drought arising when groundwater withdrawals exceed natural recharge amounts during a long period (<xref ref-type="bibr" rid="ref16">Bloomfield et al., 2015</xref>; <xref ref-type="bibr" rid="ref26">Collin et al., 1994</xref>; <xref ref-type="bibr" rid="ref63">Marchant and Bloomfield, 2018</xref>). The propagation of meteorological drought into the other forms; particularly groundwater drought; has been extensively investigated, with research providing diverse insights and methodologies (<xref ref-type="bibr" rid="ref36">Feng, 2023</xref>; <xref ref-type="bibr" rid="ref41">Gu et al., 2020</xref>; <xref ref-type="bibr" rid="ref52">Jung et al., 2022</xref>; <xref ref-type="bibr" rid="ref56">Li et al., 2020</xref>; <xref ref-type="bibr" rid="ref57">Liu et al., 2016</xref>; <xref ref-type="bibr" rid="ref77">Tahiri et al., 2022</xref>; <xref ref-type="bibr" rid="ref82">Wang et al., 2016</xref>; <xref ref-type="bibr" rid="ref88">Yeh, 2021</xref>; <xref ref-type="bibr" rid="ref90">Zhao et al., 2022</xref>; <xref ref-type="bibr" rid="ref91">Zubieta et al., 2021</xref>; <xref ref-type="bibr" rid="ref81">van Lanen et al., 2000</xref>; <xref ref-type="bibr" rid="ref69">Peters et al., 2003</xref>). These studies demonstrate the complexity of groundwater drought dynamics and the vital role of timing in effective water resource management. In addition, <xref ref-type="bibr" rid="ref51">Hu et al. (2023)</xref> showed that human activities significantly alter the relationships between meteorological and hydrological droughts, affecting the timing and intensity of these impacts. Certainly, overexploitation of groundwater resources may increase the risk of groundwater drought occurrence, especially in regions where groundwater is the main supply of drinking water, and agriculture or where surface water supplies are limited, as the case for many Mediterranean and African regions (<xref ref-type="bibr" rid="ref24">Calverley and Walther, 2022</xref>; <xref ref-type="bibr" rid="ref67">Mtilatila et al., 2022</xref>; <xref ref-type="bibr" rid="ref80">Tramblay et al., 2020</xref>; <xref ref-type="bibr" rid="ref23">Brouziyne et al., 2020</xref>). In North Africa, for example, the combined effect of climate variability, particularly the North Atlantic oscillation-driven rainfall deficit, and human pressures has exacerbated drought conditions. This had resulted in severe consequences, including crop failures, drinking water shortage, economic instability, and growing conflict over shared water resources (<xref ref-type="bibr" rid="ref79">Tanarhte et al., 2024</xref>).</p>
<p>In arid and semi-arid regions, drought investigation and monitoring are crucial for effective water resources management and conservation. However, these drought-prone areas often suffer from a scarcity of climate data and observation, which obstructs an early drought warning and leads to severe crises for prolonged periods. For instance, Morocco currently is experiencing a long period of drought since 2018 with 60% reduction of precipitation leading to a 38% decline in livestock herds and a 43% reduction in wheat and barley production (<xref ref-type="bibr" rid="ref30">Eljechtimi, 2025</xref>).</p>
<p>To deal with the problem of drought monitoring and management, different indicators and indices are used for different types of droughts. Drought indices are categorized by the ease and the type of use, we can distinguish: single indices, multiple indices and combined or hybrid indices (<xref ref-type="bibr" rid="ref86">World Meteorological Organization (WMO) and Global Water Partnership (GWP), 2016</xref>). Among the earliest is the Palmer Drought Severity Index (PDSI), which estimates long droughts based on anomalies in the water balance, using precipitation, temperature, and the local water content (<xref ref-type="bibr" rid="ref68">Palmer, 1965</xref>). The Standardized Precipitation Index (SPI), developed by <xref ref-type="bibr" rid="ref64">McKee et al. (1993)</xref> is the most used index to evaluate the wetness or the dryness of a region, based only on the monthly precipitation. The SPI is a model to create other groundwater-focused indices, notably the Standardized Groundwater Index (SGI), developed by <xref ref-type="bibr" rid="ref15">Bloomfield and Marchant (2013)</xref> and the Standardized Water Level Index (SWI), proposed by <xref ref-type="bibr" rid="ref13">Bhuiyan (2004)</xref>. Both are drought indices based on groundwater level data to track long-term or seasonal changes in groundwater level. To complement these ground-based approaches, remote sensing-derived indices have gained traction, for example, the Vegetation Condition Index (VCI) proposed by <xref ref-type="bibr" rid="ref54">Kogan (1995)</xref>, the Normalized Difference Water Index (NDWI) developed by <xref ref-type="bibr" rid="ref38">Gao (1996)</xref>, and the widely used one, the Normalized Difference Vegetation Index (NDVI), all providing essential support for drought assessment (<xref ref-type="bibr" rid="ref53">Khan et al., 2020</xref>; <xref ref-type="bibr" rid="ref55">Lebrini et al., 2020</xref>). This diversity of indices reflects not only the complexity of drought assessment but also the data availability across regions. As a result, the choice of indices is often driven by the types of accessible and accurate data. Therefore, understanding the strengths and data requirements of each index is essential for selecting appropriate tools for drought assessment and management.</p>
<p>In Morocco, recent research has increasingly moved beyond the limitations of traditional drought indices identified in earlier studies (<xref ref-type="bibr" rid="ref37">Fniguire et al., 2017</xref>; <xref ref-type="bibr" rid="ref75">Seif-Ennasr et al., 2017</xref>; <xref ref-type="bibr" rid="ref5">Ait Brahim et al., 2017</xref>; <xref ref-type="bibr" rid="ref43">Hadri et al., 2021</xref>; <xref ref-type="bibr" rid="ref33">El-Yazidi et al., 2024</xref>), by adopting integrated frameworks that combine drought indices with complementary methods. These include probabilistic analysis, remote sensing indicators, and machine learning techniques, offering a more comprehensive understanding of drought dynamics (<xref ref-type="bibr" rid="ref7">Ait Dhmane et al., 2024</xref>; <xref ref-type="bibr" rid="ref22">Bouras et al., 2020</xref>; <xref ref-type="bibr" rid="ref27">Dahhane et al., 2025</xref>; <xref ref-type="bibr" rid="ref29">El Bouazzaoui et al., 2024</xref>). Our study follows the current research directions by applying a combined approach for groundwater drought risk assessment in the semi-arid Souss-Massa basin of Morocco, through the integration of the SWI with reliability analysis. While previous studies in the Souss Massa have emphasized several challenges, including the impact of climate change, increasing agricultural demands, declining water quality, and the imbalance between water supply and demand (<xref ref-type="bibr" rid="ref10">Attar et al., 2022</xref>; <xref ref-type="bibr" rid="ref17">Bouchaou et al., 2017</xref>; <xref ref-type="bibr" rid="ref1">Abahous et al., 2018</xref>; <xref ref-type="bibr" rid="ref34">Ez-zaouy et al., 2022</xref>; <xref ref-type="bibr" rid="ref48">Hssaisoune et al., 2020</xref>; <xref ref-type="bibr" rid="ref42">Guemouria et al., 2023</xref>), there remains a significant gap in comprehensive drought assessments, particularly those focusing on groundwater, agricultural, and socioeconomic impacts.</p>
<p>This research addresses this gap by analyzing the relationship between meteorological and groundwater droughts and applying a novel methodology that combines a drought index and reliability analysis to assess the probability, frequency, and severity of groundwater drought in the Souss-Massa basin.</p>
<p>This study is structured in two main sections. The first investigates the relationship between meteorological drought and groundwater drought, while the second assesses the risk of groundwater drought. The findings aim to inform policymakers and planners by providing evidence-based insights into the expected frequency and severity of water shortages in the study area, with relevance for similar Mediterranean regions.</p>
</sec>
<sec id="sec2">
<label>2</label>
<title>Study area description</title>
<sec id="sec3">
<label>2.1</label>
<title>Geographic and hydrogeologic settings</title>
<p>The Souss-Massa basin is located in the center-west of Morocco covering an area of about 22,600 km<sup>2</sup>, 25% of which is the plain area and 75% mountainous areas (<xref ref-type="fig" rid="fig1">Figure 1</xref>). It extends between 29&#x00B0; and 31&#x00B0; of latitude north and 7&#x00B0; and 10&#x00B0; of longitude west; bounded on the east by the Atlantic Ocean, on the north by the High Atlas Mountains, and on the south by the Anti-Atlas Mountains. The climate is classified as arid to semi-arid, with temperatures averaging around 14&#x202F;&#x00B0;C in the north (High Atlas) and 20&#x202F;&#x00B0;C in the south (Anti-Atlas), regarding temperature extremes, the maximum daily temperature can reach as high as 49&#x202F;&#x00B0;C, while the minimum temperature can drop to as low as &#x2212;3&#x202F;&#x00B0;C (<xref ref-type="bibr" rid="ref49">Hssaisoune et al., 2016</xref>). The precipitation levels exhibit significant variability both temporally and spatially (<xref ref-type="bibr" rid="ref1">Abahous et al., 2018</xref>; <xref ref-type="bibr" rid="ref19">Bouchaou et al., 2011</xref>). Indeed, rainfall demonstrates a notable diversity, ranging from 300 to 600&#x202F;mm in the High Atlas to approximately 200&#x202F;mm annually in the plain (<xref ref-type="bibr" rid="ref21">Bouragba et al., 2011</xref>), with a wet period from October to April and a dry period from May to September. According to <xref ref-type="bibr" rid="ref49">Hssaisoune et al. (2016)</xref>, the Souss-Massa basin features two significant aquifers: a shallow aquifer (Plio-Quaternary) and a deep one (Cenomanian&#x2013;Turonian). The shallow water table is the most important aquifer, flowing from east to west through recent sedimentary deposits. It plays a vital role in water supply for domestic and agricultural uses. The deep aquifer consists of Neogene conglomerates and Cenomanian&#x2013;Turonian limestones, manifesting as artesian waters in specific boreholes. In the Souss plain, recharge primarily occurs from the High Atlas Mountains on the right side and a very light network of tributaries originating from the Anti-Atlas Mountains on the southern side, while the Massa basin system has only the headwaters from the Anti-Atlas Mountains (<xref ref-type="bibr" rid="ref18">Bouchaou et al., 2008</xref>; <xref ref-type="bibr" rid="ref59">El Malki et al., 2017</xref>; <xref ref-type="bibr" rid="ref28">Danni et al., 2019</xref>; <xref ref-type="bibr" rid="ref47">Hssaisoune et al., 2019</xref>, <xref ref-type="bibr" rid="ref50">2021</xref>). The Souss River and Massa River are the main drainage systems; <xref ref-type="fig" rid="fig1">Figure 1</xref> presents a cross-section of the deep and shallow aquifer.</p>
<fig position="float" id="fig1">
<label>Figure 1</label>
<caption>
<p>Schematic of groundwater flow in the Souss-Massa aquifer system: groundwater flow from the high Atlas Mountains (NW) to the Anti-Atlas Mountains (SE) across the Souss plain. The shallow Plio-Quaternary aquifer (sky blue) and the deep Turonian aquifer (desert blue) (<xref ref-type="bibr" rid="ref47">Hssaisoune et al., 2019</xref>).</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g001.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Cross-section diagram of geological layers in the Souss plain between the High Atlas and Anti-Atlas. Shows Plio-Quaternary sediments, marly calcareous, dolomitic limestone, clay, marl, schist, and limestone. Arrows indicate groundwater flow and faults, labeled K.F. and B.F. Legend and scale included.</alt-text>
</graphic>
</fig>
</sec>
<sec id="sec4">
<label>2.2</label>
<title>Overview of previous studies</title>
<p>The Souss-Massa River basin is located in the southwestern part of Morocco. It is characterized by a semi-arid climate, a growing population, where water resources are vulnerable to scarcity (<xref ref-type="bibr" rid="ref61">Mansir et al., 2021</xref>). The region&#x2019;s economy heavily depends on agriculture, fishery, and tourism (<xref ref-type="bibr" rid="ref1">Abahous et al., 2018</xref>; <xref ref-type="bibr" rid="ref17">Bouchaou et al., 2017</xref>; <xref ref-type="bibr" rid="ref42">Guemouria et al., 2023</xref>).</p>
<p>Actually, Souss-Massa is a pivotal area for Morocco&#x2019;s agriculture, accounting for approximately 90% of fruit and vegetable national exports (<xref ref-type="bibr" rid="ref45">Hirich et al., 2015</xref>; <xref ref-type="bibr" rid="ref3">Abou Ali et al., 2023</xref>). This region is not only a significant contributor to Morocco&#x2019;s economy but also plays a vital role in the global food supply. In particular, Souss-Massa produces more than half of Morocco&#x2019;s citrus exports and 85% of its vegetable exports, highlighting its importance in both local and international markets (<xref ref-type="bibr" rid="ref4">Abou Ali et al., 2024</xref>; <xref ref-type="bibr" rid="ref25">Choukr-allah et al., 2016</xref>).</p>
<p>Despite its agricultural importance, Souss-Massa faces critical challenges due to severe groundwater depletion and climate variability (<xref ref-type="bibr" rid="ref65">Milewski et al., 2020</xref>).</p>
<p>The selection of the Souss-Massa basin as a case study is particularly relevant due to its status as one of Morocco&#x2019;s most agriculturally developed regions, which significantly contributes to the national economy (<xref ref-type="bibr" rid="ref62">Mansir et al., 2018</xref>), in addition to its vital role in the international markets through exportation of citrus, fruits, and vegetables (<xref ref-type="bibr" rid="ref25">Choukr-allah et al., 2016</xref>). However, the region faces critical challenges related to water resource management, exacerbated by climate change and increasing agricultural demands. Previous studies have highlighted the impacts of drought on water quality and availability. Yet, there remains a notable gap in comprehensive research specifically addressing the effects of drought on water resources at the basin scale (<xref ref-type="bibr" rid="ref62">Mansir et al., 2018</xref>). Our study aims to fill this gap by providing a detailed analysis of drought impacts on water resources.</p>
</sec>
</sec>
<sec id="sec5">
<label>3</label>
<title>Data collection and preparation</title>
<sec id="sec6">
<label>3.1</label>
<title>Precipitation data collection</title>
<p>The precipitation datasets were collected from local meteorological stations under the authority of the Hydraulic Basin Agency of Souss-Massa (ABHSM). Only 7 stations were selected for this study (<xref ref-type="table" rid="tab1">Table 1</xref>). This selection is based on 3 criteria: (i) the distribution of meteorological stations over the Souss-Massa basin, (ii) the length of the rainfall data series, and (iii) the quality of the rainfall series data (fewer missing data). Definitely, for all hydrological research, it is important to analyze the spatiotemporal dynamics of precipitation. Certainly, the rain gauges of precipitation offer data quality at the locally scale. However, they usually do not provide global coverage; consequently, the time-series data may contain missing values. We found that data gaps in observed precipitation are quite low, ranging from 0.2 to 8% of the monthly records during the study period (1980&#x2013;2023). To fulfill these, we incorporated data from The Integrated Multi-satellitE Retrievals for Global Precipitation Measurement (GPM IMERG-Final V06), denoted as GPM-F. This choice was recommended by <xref ref-type="bibr" rid="ref70">Rachdane et al. (2022)</xref> as they confirmed the accuracy of GPM-F compared with the data observed in the Souss-Massa basin. Moreover, they highlighted the good performance of GPM-F in arid regions and recommended its use for diverse hydrological studies, including drought assessment, flood monitoring, and landslide forecasting. The GMP-F data were obtained from NASA&#x2019;s website<xref ref-type="fn" rid="fn0001"><sup>1</sup></xref>.</p>
<table-wrap position="float" id="tab1">
<label>Table 1</label>
<caption>
<p>Selected meteorological stations within the Souss-Massa basin.</p>
</caption>
<table frame="hsides" rules="groups">
<thead>
<tr>
<th>Basin zone</th>
<th align="left" valign="top">Station</th>
<th align="center" valign="top">Longitude</th>
<th align="center" valign="top">Latitude</th>
<th align="center" valign="top">Period of records</th>
<th align="center" valign="top">Average rainfall (mm/yr)</th>
</tr>
</thead>
<tbody>
<tr>
<td align="left" valign="top">Upstream Souss</td>
<td align="left" valign="top">Aoulouz</td>
<td align="center" valign="top">30.696852</td>
<td align="center" valign="top">&#x2212;8.14386</td>
<td align="center" valign="top">1980&#x2013;2023</td>
<td align="center" valign="top">292.52</td>
</tr>
<tr>
<td align="left" valign="top" rowspan="2">Middle Souss</td>
<td align="left" valign="top">Taroudant</td>
<td align="center" valign="top">30.472892</td>
<td align="center" valign="top">&#x2212;8.86743</td>
<td align="center" valign="top">1967&#x2013;2023</td>
<td align="center" valign="top">203.46</td>
</tr>
<tr>
<td align="left" valign="top">Amsoul</td>
<td align="center" valign="top">30.837679</td>
<td align="center" valign="top">&#x2212;9,07588</td>
<td align="center" valign="top">1978&#x2013;2023</td>
<td align="center" valign="top">275.34</td>
</tr>
<tr>
<td align="left" valign="top">Downstream Souss</td>
<td align="left" valign="top">Agadir</td>
<td align="center" valign="top">30.330883</td>
<td align="center" valign="top">&#x2212;9.42402</td>
<td align="center" valign="top">1987&#x2013;2023</td>
<td align="center" valign="top">153.17</td>
</tr>
<tr>
<td align="left" valign="top" rowspan="3">Massa</td>
<td align="left" valign="top">Amaghouz</td>
<td align="center" valign="top">29.726516</td>
<td align="center" valign="top">&#x2212;9.19045</td>
<td align="center" valign="top">1980&#x2013;2023</td>
<td align="center" valign="top">150.82</td>
</tr>
<tr>
<td align="left" valign="top">YBT</td>
<td align="center" valign="top">29.850758</td>
<td align="center" valign="top">&#x2212;9.49666</td>
<td align="center" valign="top">1982&#x2013;2023</td>
<td align="center" valign="top">215.06</td>
</tr>
<tr>
<td align="left" valign="top">Ouijjan</td>
<td align="center" valign="top">29.614252</td>
<td align="center" valign="top">&#x2212;9.50894</td>
<td align="center" valign="top">1977&#x2013;2023</td>
<td align="center" valign="top">215.1</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="sec7">
<label>3.2</label>
<title>Groundwater data collection</title>
<p>The piezometric level time series, used in this study, was also provided by the ABHSM. Groundwater level analysis was conducted using monthly data from 18 piezometers (<xref ref-type="table" rid="tab2">Table 2</xref>), distributed over the Souss-Massa plain (<xref ref-type="fig" rid="fig2">Figure 2</xref>), covering a period from 1960 for the Souss basin and from 1970 for the Massa basin.</p>
<table-wrap position="float" id="tab2">
<label>Table 2</label>
<caption>
<p>Selected piezometers within the Souss-Massa plain.</p>
</caption>
<table frame="hsides" rules="groups">
<thead>
<tr>
<th>Basin zone</th>
<th align="left" valign="top">Name</th>
<th align="center" valign="top">IRE</th>
<th align="center" valign="top">Longitude</th>
<th align="center" valign="top">Latitude</th>
<th align="center" valign="top">Elevation (m)</th>
</tr>
</thead>
<tbody>
<tr>
<td align="left" valign="top" rowspan="5">Upstream Souss</td>
<td align="left" valign="top">Aoulouz 24&#x2013;62</td>
<td align="center" valign="top">24/63</td>
<td align="center" valign="top">235,433</td>
<td align="center" valign="top">414,534</td>
<td align="center" valign="top">697,500</td>
</tr>
<tr>
<td align="left" valign="top">Aoulouz 701&#x2013;62</td>
<td align="center" valign="top">701/63</td>
<td align="center" valign="top">235,229</td>
<td align="center" valign="top">414,886</td>
<td align="center" valign="top">695,000</td>
</tr>
<tr>
<td align="left" valign="top">Iguidir</td>
<td align="center" valign="top">2071/61</td>
<td align="center" valign="top">168,160</td>
<td align="center" valign="top">402,103</td>
<td align="center" valign="top">319,560</td>
</tr>
<tr>
<td align="left" valign="top">S. Ouaaziz</td>
<td align="center" valign="top">1182/62</td>
<td align="center" valign="top">216,251</td>
<td align="center" valign="top">416,662</td>
<td align="center" valign="top">593,000</td>
</tr>
<tr>
<td align="left" valign="top">Tassoumi</td>
<td align="center" valign="top">859/62</td>
<td align="center" valign="top">222,511</td>
<td align="center" valign="top">405,540</td>
<td align="center" valign="top">109,800</td>
</tr>
<tr>
<td align="left" valign="top" rowspan="8">Middle Souss</td>
<td align="left" valign="top">Boudhar</td>
<td align="center" valign="top">4810/70</td>
<td align="center" valign="top">136,521</td>
<td align="center" valign="top">391,410</td>
<td align="center" valign="top">123,000</td>
</tr>
<tr>
<td align="left" valign="top">Bouhmara</td>
<td align="center" valign="top">6539/70</td>
<td align="center" valign="top">137,147</td>
<td align="center" valign="top">380,402</td>
<td align="center" valign="top">152,000</td>
</tr>
<tr>
<td align="left" valign="top">Boutili</td>
<td align="center" valign="top">5969/70</td>
<td align="center" valign="top">153,667</td>
<td align="center" valign="top">370,744</td>
<td align="center" valign="top">251,000</td>
</tr>
<tr>
<td align="left" valign="top">Haffaya</td>
<td align="center" valign="top">6227/70</td>
<td align="center" valign="top">139,560</td>
<td align="center" valign="top">382,363</td>
<td align="center" valign="top">100,420</td>
</tr>
<tr>
<td align="left" valign="top">Laazib</td>
<td align="center" valign="top">4346/70</td>
<td align="center" valign="top">179,658</td>
<td align="center" valign="top">386,068</td>
<td align="center" valign="top">364,780</td>
</tr>
<tr>
<td align="left" valign="top">Sidi Brahim</td>
<td align="center" valign="top">5394/70</td>
<td align="center" valign="top">129,723</td>
<td align="center" valign="top">384,858</td>
<td align="center" valign="top">103,000</td>
</tr>
<tr>
<td align="left" valign="top">Taroudant</td>
<td align="center" valign="top">6220/70</td>
<td align="center" valign="top">163,273</td>
<td align="center" valign="top">387,387</td>
<td align="center" valign="top">216,000</td>
</tr>
<tr>
<td align="left" valign="top">Tazemmourt</td>
<td align="center" valign="top">3144/70</td>
<td align="center" valign="top">169,524</td>
<td align="center" valign="top">383,830</td>
<td align="center" valign="top">266,580</td>
</tr>
<tr>
<td align="left" valign="top">Downstream Souss</td>
<td align="left" valign="top">lamzar 866&#x2013;69</td>
<td align="center" valign="top">866/69</td>
<td align="center" valign="top">95,659</td>
<td align="center" valign="top">376,094</td>
<td align="center" valign="top">57,670</td>
</tr>
<tr>
<td align="left" valign="top" rowspan="4">Massa</td>
<td align="left" valign="top">Bouirik</td>
<td align="center" valign="top">937/69</td>
<td align="center" valign="top">99,750</td>
<td align="center" valign="top">342,700</td>
<td align="center" valign="top">85,000</td>
</tr>
<tr>
<td align="left" valign="top">Ait maimoun</td>
<td align="center" valign="top">010/69</td>
<td align="center" valign="top">99,007</td>
<td align="center" valign="top">360,865</td>
<td align="center" valign="top">69,970</td>
</tr>
<tr>
<td align="left" valign="top">Lamzar 04&#x2013;69</td>
<td align="center" valign="top">004/69</td>
<td align="center" valign="top">99,003</td>
<td align="center" valign="top">374,125</td>
<td align="center" valign="top">31,460</td>
</tr>
<tr>
<td align="left" valign="top">Lamzar 859&#x2013;69</td>
<td align="center" valign="top">859/69</td>
<td align="center" valign="top">100,884</td>
<td align="center" valign="top">377,744</td>
<td align="center" valign="top">13,310</td>
</tr>
</tbody>
</table>
</table-wrap>
<fig position="float" id="fig2">
<label>Figure 2</label>
<caption>
<p>Location map of the studied area and ground measurement stations.</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g002.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Map of the Souss-Massa region in Morocco, with topographical gradients, hydrographic networks, and location markers for rain gauges and piezometers. Inset displays Africa's location. Legend details various symbols, including elevation ranges.</alt-text>
</graphic>
</fig>
</sec>
</sec>
<sec sec-type="methods" id="sec8">
<label>4</label>
<title>Methods</title>
<p>After addressing data gaps in rainfall and groundwater level depth, the study proceeded to calculate the Standardized Precipitation Index (SPI) to analyze the spatial&#x2013;temporal distribution of meteorological drought. Similarly, groundwater drought was assessed using the Standardized Water Level Index (SWI). The selection of SWI was due to its enhanced sensitivity to seasonal variations and direct measurement of water levels and anomalies (<xref ref-type="bibr" rid="ref11">Balacco et al., 2022</xref>), which are crucial for accurately reflecting the specific groundwater conditions of our study area. For the SWI computation, groundwater level time series were used starting from 1960 in the Souss basin and from 1977 for the Massa basin, enabling a robust analysis of long-term groundwater variability and trend. Subsequently, a comprehensive approach combining reliability analysis and SWI was employed for groundwater drought risk modeling.</p>
<p>Reliability analysis accounts for the safety and failure of a system regarding loads, which take into account the external effects (i.e., withdrawals and recharge), and resistance, which accounts for the system&#x2019;s capacity (i.e., the aquifer&#x2019;s ability to withstand these pressures without failing). Values of Groundwater Drought Risk (GDR) and Environmental Hazard Index (EHI) were generated and spatially distributed to assess groundwater risk for mild, moderate, severe, and extreme droughts covering the entire basin of Souss-Massa.</p>
<p>This methodology offers a replicable framework that can be adapted to evaluate groundwater drought dynamics in other arid and semi-arid regions facing similar challenges.</p>
<sec id="sec9">
<label>4.1</label>
<title>Standardized precipitation index (SPI)</title>
<p>The climate change assessment is based on precipitation trends analysis (moving average) and the standardized precipitation index (SPI) is proposed by <xref ref-type="bibr" rid="ref64">Mckee et al. (1993)</xref> to identify the rainfall trends, and the drought frequency and duration, using only rainfall data.</p>
<p>The SPI is defined as the ratio of the difference of precipitation from the mean for a specified period and the standard deviation (<xref ref-type="disp-formula" rid="EQ1">Equation 1</xref>). Where the mean and standard deviation are determined from records (<xref ref-type="bibr" rid="ref64">Mckee et al., 1993</xref>):</p>
<disp-formula id="EQ1">
<mml:math id="M1">
<mml:mi mathvariant="italic">SPI</mml:mi>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:munder accentunder="true">
<mml:mi>P</mml:mi>
<mml:mo stretchy="true">_</mml:mo>
</mml:munder>
</mml:mrow>
<mml:mi mathvariant="italic">&#x03C3;P</mml:mi>
</mml:mfrac>
</mml:math>
<label>(1)</label></disp-formula>
<p>With P&#x202F;=&#x202F;monthly precipitation, <inline-formula>
<mml:math id="M2">
<mml:munder accentunder="true">
<mml:mi>P</mml:mi>
<mml:mo stretchy="true">_</mml:mo>
</mml:munder>
</mml:math>
</inline-formula>= long-term mean precipitation, &#x03C3;P&#x202F;=&#x202F;standard deviation of precipitation.</p>
<p>A functional and quantitative definition of drought can be established for different time scales by utilizing the SPI as an indicator. According to the SPI, a drought event is identified as a continuous negative value. The onset of drought occurs when the SPI falls below zero for the first time, and it ends when the SPI becomes positive again. The intensity of the drought event is determined based on arbitrary categorizations associated with SPI values. These categories can be found in <xref ref-type="table" rid="tab3">Table 3</xref>.</p>
<table-wrap position="float" id="tab3">
<label>Table 3</label>
<caption>
<p>Drought-designated bands based on SPI (<xref ref-type="bibr" rid="ref64">Mckee et al., 1993</xref>).</p>
</caption>
<table frame="hsides" rules="groups">
<thead>
<tr>
<th align="left" valign="top">SPI</th>
<th align="left" valign="top">Drought intensity designation</th>
</tr>
</thead>
<tbody>
<tr>
<td align="left" valign="top">SPI&#x202F;&#x2264;&#x202F;&#x2212;2</td>
<td align="left" valign="top">Extreme drought</td>
</tr>
<tr>
<td align="left" valign="top">&#x2212;1.99&#x202F;&#x2264;&#x202F;SPI&#x202F;&#x2264;&#x202F;&#x2212;1.5</td>
<td align="left" valign="top">Severe drought</td>
</tr>
<tr>
<td align="left" valign="top">&#x2212;1.49&#x202F;&#x2264;&#x202F;SPI&#x202F;&#x2264;&#x202F;&#x2212;1.00</td>
<td align="left" valign="top">Moderate drought</td>
</tr>
<tr>
<td align="left" valign="top">&#x2212;0.99&#x202F;&#x2264;&#x202F;SPI&#x202F;&#x2264;&#x202F;&#x2212;0.5</td>
<td align="left" valign="top">light drought</td>
</tr>
<tr>
<td align="left" valign="top">&#x2212;0.49&#x202F;&#x2264;&#x202F;SPI&#x202F;&#x2264;&#x202F;0.5</td>
<td align="left" valign="top">Near normal</td>
</tr>
<tr>
<td align="left" valign="top">0.5&#x202F;&#x2264;&#x202F;SPI</td>
<td align="left" valign="top">Humid</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="sec10">
<label>4.2</label>
<title>SWI calculation</title>
<p>Hydrological droughts are initiated just like other droughts, by a shortage of precipitation and therefore a decline in groundwater recharge. The intensification of these droughts is exacerbated by mismanagement and excessive exploitation of aquifer resources, which exacerbates their impacts. In this study, the SWI proposed by <xref ref-type="bibr" rid="ref13">Bhuiyan (2004)</xref> was used to evaluate groundwater deficit (<xref ref-type="disp-formula" rid="EQ4">Equation 2</xref>). The SWI builds on the SPI framework to compute standardized differences in groundwater depth (GWD), thereby quantifying anomalies in groundwater levels in relation to their long-term mean. SWI is often computed for its simplicity as follows:</p>
<disp-formula id="EQ4">
<mml:math id="M3">
<mml:msub>
<mml:mi mathvariant="italic">SWI</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="italic">GWD</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:munder accentunder="true">
<mml:mi mathvariant="italic">GWD</mml:mi>
<mml:mo stretchy="true">_</mml:mo>
</mml:munder>
</mml:mrow>
<mml:msub>
<mml:mi>&#x03C3;</mml:mi>
<mml:mi mathvariant="italic">GWD</mml:mi>
</mml:msub>
</mml:mfrac>
</mml:math>
<label>(2)</label></disp-formula>
<p>Where: GWDi: the seasonal water level for observation (i), <inline-formula>
<mml:math id="M4">
<mml:munder accentunder="true">
<mml:mi mathvariant="italic">GWD</mml:mi>
<mml:mo stretchy="true">_</mml:mo>
</mml:munder>
</mml:math>
</inline-formula>: seasonal mean of GWD, and &#x1D70E;<sub>GWD</sub> the standard deviation of GWD.</p>
<p>The SWI was computed on a seasonal basis, focusing on the summer months (June&#x2013;September), when groundwater stress is typically highest in the Souss-Massa basin. Each season includes four monthly groundwater depth observations, and the seasonal mean was used as the representative value for each year (<xref ref-type="bibr" rid="ref13">Bhuiyan, 2004</xref>; <xref ref-type="bibr" rid="ref72">Sadeghfam et al., 2018</xref>).</p>
<p>SWI ranges are designated to define drought bands to trigger appropriate management actions. As groundwater level is assessed downwards from the Earth&#x2019;s surface, positive anomalies indicate drought, while negative anomalies reflect normal or wet conditions. Bands classified by <xref ref-type="bibr" rid="ref13">Bhuiyan (2004)</xref> are given in <xref ref-type="table" rid="tab4">Table 4</xref>, and their designated ranges are also mentioned.</p>
<table-wrap position="float" id="tab4">
<label>Table 4</label>
<caption>
<p>Drought classification according to SWI (<xref ref-type="bibr" rid="ref13">Bhuiyan, 2004</xref>).</p>
</caption>
<table frame="hsides" rules="groups">
<thead>
<tr>
<th align="left" valign="top">SWI</th>
<th align="left" valign="top">Drought intensity designation</th>
</tr>
</thead>
<tbody>
<tr>
<td align="left" valign="top">SWI&#x202F;&#x2264;&#x202F;0.0</td>
<td align="left" valign="top">No drought</td>
</tr>
<tr>
<td align="left" valign="top">0&#x202F;&#x2264;&#x202F;SWI&#x202F;&#x2264;&#x202F;1</td>
<td align="left" valign="top">Mild drought</td>
</tr>
<tr>
<td align="left" valign="top">1&#x202F;&#x2264;&#x202F;SWI&#x202F;&#x2264;&#x202F;1.5</td>
<td align="left" valign="top">Moderate drought</td>
</tr>
<tr>
<td align="left" valign="top">1.5&#x202F;&#x2264;&#x202F;SWI&#x202F;&#x2264;&#x202F;2</td>
<td align="left" valign="top">Severe drought</td>
</tr>
<tr>
<td align="left" valign="top">2&#x202F;&#x2264;&#x202F;SWI</td>
<td align="left" valign="top">Extreme drought</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="sec11">
<label>4.3</label>
<title>GDR assessment using reliability analysis</title>
<sec id="sec12">
<label>4.3.1</label>
<title>The basic concept of reliability analysis</title>
<p>In reliability analysis, both the load (external stresses such as groundwater withdrawals) and the resistance (aquifer capacity to withstand these stresses) of a system are commonly influenced by multiple inherent random variables (i.e., abstractions). When loads on a system exceed its resistance, it becomes unreliable and is considered at risk. On the other hand, when resistance exceeds the load, the system is considered reliable (<xref ref-type="bibr" rid="ref9">Arefinia et al., 2021</xref>). The reliability model is usually used to evaluate system performance under the worst load event, regardless of temporal dynamics; a probabilistic reliability analysis is a suitable framework to assess groundwater drought risk (GDR).</p>
<p>The methodology used in this work is inspired by the framework of <xref ref-type="bibr" rid="ref72">Sadeghfam et al. (2018)</xref>, which integrates historical groundwater data and probabilistic modeling to evaluate drought occurrence based on the interaction between Load (L) and Resistance (R).</p>
</sec>
<sec id="sec13">
<label>4.3.2</label>
<title>Transforming reliability analysis into groundwater drought risk tools</title>
<p>A reliability analysis framework includes three modules: (i) Load (considering GWD&#x2019;s external effects), (ii) Resistance (the system&#x2019;s ability of adaptation), and (iii) the Performance Function, which combines the two to evaluate the probability of failure. The system is considered reliable if the load does not surpass the resistance. Otherwise, it is considered at risk of groundwater drought <xref ref-type="bibr" rid="ref72">Sadeghfam et al. (2018)</xref>.</p>
<sec id="sec14">
<label>4.3.2.1</label>
<title>Load module</title>
<p>The Load (L) is defined using groundwater depth data from the summer months, when aquifer stress is typically highest. This seasonal focus is critical, as drought impacts are most severe during periods of increased demand and reduced recharge.</p>
<p>To estimate the probability that the load exceeds the resistance, a probabilistic approach is employed. The observed summer groundwater depth values are first fitted to a probability distribution (normal or lognormal) based on statistical characteristics of the data. Following <xref ref-type="bibr" rid="ref72">Sadeghfam et al. (2018)</xref>, the Kolmogorov&#x2013;Smirnov (K&#x2013;S) test was applied to assess the goodness-of-fit, and the distribution with the lowest statistic was selected. To evaluate the temporal evolution of drought risk, the GWD time series is divided into two equal sub-periods, forming two distinct arrays: (GWD<sub>1</sub>sum) for the first half period and GWD<sub>2</sub> sum for the second half.</p>
<p>From the fitted distribution, a random series of 10,000 synthetic groundwater depth values are generated to simulate potential load conditions using the Monte Carlo Simulation (MCS) which generates fully random samples, or the Latin Hypercube Sampling (LHS), which ensures better representation across the range of values by stratified sampling, both MCS and LHS were initially tested for generating random groundwater load scenarios. However, since both techniques produced similar results, MCS was retained as the default sampling method for its simplicity and wide application in hydrological risk modeling.</p>
</sec>
<sec id="sec15">
<label>4.3.2.2</label>
<title>Resistance module</title>
<p>The Resistance (R) of the system is derived from the Annual Maxima (AM) series of observed groundwater depths (GWDAM). This reflects the system&#x2019;s historical capacity to withstand stress (capture the most critical events for each year, making them suitable for identifying drought thresholds). After extracting the annual maxima for each piezometer, a statistical distribution (normal or lognormal) is fitted to the AM (Goodness-of-fit was also checked using the K&#x2013;S test to ensure that the selected distribution adequately represented the data.), and for each designated drought class (mild, moderate, severe, extreme), a corresponding resistance threshold is defined using the inverse cumulative distribution function (CDF) of the fitted distribution as shown in <xref ref-type="disp-formula" rid="EQ2">Equation (3)</xref>:</p>
<disp-formula id="EQ2">
<mml:math id="M5">
<mml:mi>R</mml:mi>
<mml:mo>=</mml:mo>
<mml:msup>
<mml:mo>&#x2205;</mml:mo>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msup>
<mml:mo stretchy="true">(</mml:mo>
<mml:mi>P</mml:mi>
<mml:mspace width="0.25em"/>
<mml:mtext mathvariant="italic">exceedance</mml:mtext>
<mml:mo stretchy="true">)</mml:mo>
</mml:math>
<label>(3)</label></disp-formula>
<p>Where: <inline-formula>
<mml:math id="M6">
<mml:mo>&#x2205;</mml:mo>
</mml:math>
</inline-formula>&#x2212;1 inverse CDF and P exceedance: the probability of occurrence for each drought class.</p>
</sec>
<sec id="sec16">
<label>4.3.2.3</label>
<title>Performance function</title>
<p>The system&#x2019;s performance is evaluated using a Performance Function (Z) defined as the difference between resistance (R) and load (L):</p>
<disp-formula id="EQ5">
<mml:math id="M7">
<mml:mi mathvariant="normal">Z</mml:mi>
<mml:mo>=</mml:mo>
<mml:mi mathvariant="normal">R</mml:mi>
<mml:mo>&#x2013;</mml:mo>
<mml:mi mathvariant="normal">L</mml:mi>
</mml:math>
<label>(4)</label></disp-formula>
<list list-type="bullet">
<list-item>
<p>When (Z&#x202F;&#x2265;&#x202F;0), it means the system can handle the stress (i.e., no drought).</p>
</list-item>
<list-item>
<p>When (Z&#x202F;&#x003C;&#x202F;0), the system cannot handle the stress, leading to groundwater drought.</p>
</list-item>
</list>
<p>The system&#x2019;s reliability is assessed using the following essential equations (<xref ref-type="disp-formula" rid="EQ5">Equations 4</xref>, <xref ref-type="disp-formula" rid="EQ6">5</xref>):</p>
<disp-formula id="EQ6">
<mml:math id="M8">
<mml:msub>
<mml:mi mathvariant="normal">P</mml:mi>
<mml:mi>s</mml:mi>
</mml:msub>
<mml:mo>=</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi mathvariant="normal">P</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
<mml:mspace width="0.25em"/>
<mml:mo stretchy="true">(</mml:mo>
<mml:mn>0</mml:mn>
<mml:mo>&#x2264;</mml:mo>
<mml:mi mathvariant="normal">Z</mml:mi>
<mml:mo stretchy="true">)</mml:mo>
</mml:math>
<label>(5)</label></disp-formula>
<p>With, P<italic>
<sub>f</sub>
</italic>: Probability of failure, P<italic>
<sub>s</sub>
</italic>: non-failure, and Z: Performance function.</p>
<p>These equations allow for the evaluation of system reliability, considering the relationship between load, and resistance. The reliability index (<italic>&#x03B2;</italic>) is defined as the ratio of the mean (&#x03BC;<sub>Z</sub>) to the standard deviation (&#x03C3;<sub>Z</sub>) of the performance function, and is as shown in <xref ref-type="disp-formula" rid="EQ3">Equation (6)</xref>:</p>
<disp-formula id="EQ3">
<mml:math id="M9">
<mml:mi>&#x03B2;</mml:mi>
<mml:mo>=</mml:mo>
<mml:mfrac>
<mml:mi mathvariant="italic">&#x03BC;z</mml:mi>
<mml:mi mathvariant="italic">&#x03C3;z</mml:mi>
</mml:mfrac>
</mml:math>
<label>(6)</label></disp-formula>
<p>Following the calculation of &#x03B2;, the probability of groundwater drought (GDR) is then determined using the standard normal cumulative distribution function (<italic>&#x03A6;</italic>) as defined in <xref ref-type="disp-formula" rid="EQ7">Equation (7)</xref>:</p>
<disp-formula id="EQ7">
<mml:math id="M10">
<mml:mi>GDR</mml:mi>
<mml:mo>=</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>&#x03A6;</mml:mi>
<mml:mo stretchy="true">(</mml:mo>
<mml:mi>&#x03B2;</mml:mi>
<mml:mo stretchy="true">)</mml:mo>
</mml:math>
<label>(7)</label></disp-formula>
<p>This is repeated for each drought class, resulting in multiple GDR values (e.g., for mild, moderate, severe, and extreme drought conditions) at each observation well.</p>
<p>The methodology described in this section has been put into practice through the utilization of a MATLAB graphical user interface developed by <xref ref-type="bibr" rid="ref72">Sadeghfam et al. (2018)</xref>.</p>
</sec>
<sec id="sec17">
<label>4.3.2.4</label>
<title>Environmental Hazard Index (EHI)</title>
<p>The Environmental Hazard Index (EHI) is used to assess how GDR evolves, as proposed by <xref ref-type="bibr" rid="ref72">Sadeghfam et al. (2018)</xref>. It captures temporal changes in risk by comparing early and late periods in the data. The time series of summer groundwater depth is divided into two equal sub-periods: (First half (e.g., 1980&#x2013;2000): GDR1 and the Second half (e.g., 2001&#x2013;2020): GDR2), each period has its own synthetic load series, and the GDR is computed independently for each. The EHI is then calculated as shown in <xref ref-type="disp-formula" rid="EQ8">Equation (8)</xref>:</p>
<disp-formula id="EQ8">
<mml:math id="M11">
<mml:mi>EHI</mml:mi>
<mml:mo>=</mml:mo>
<mml:msub>
<mml:mi>GDR</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>GDR</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:math>
<label>(8)</label></disp-formula>
<p>As shown in <xref ref-type="table" rid="tab5">Table 5</xref>, the Environmental Hazard Index (EHI) allows for the interpretation of temporal trends in groundwater drought risk. As GDR is expressed in percentages because it represents a probability, EHI is also reported in percentage values.</p>
<table-wrap position="float" id="tab5">
<label>Table 5</label>
<caption>
<p>EHI values interpretation.</p>
</caption>
<table frame="hsides" rules="groups">
<thead>
<tr>
<th align="left" valign="top">EHI value</th>
<th align="left" valign="top">Interpretation</th>
</tr>
</thead>
<tbody>
<tr>
<td align="left" valign="top">EHI&#x202F;&#x003E;&#x202F;0%</td>
<td align="left" valign="top">Increasing risk</td>
</tr>
<tr>
<td align="left" valign="top">EHI&#x202F;&#x003C;&#x202F;0%</td>
<td align="left" valign="top">Improved resilience</td>
</tr>
<tr>
<td align="left" valign="top">EHI&#x202F;=&#x202F;0%</td>
<td align="left" valign="top">No change</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
</sec>
<sec id="sec18">
<label>4.3.3</label>
<title>Groundwater drought risk mapping</title>
<p>Groundwater drought risk (GDR) is evaluated for each piezometer and drought class using the performance function. The resulting GDR and Environmental Hazard Index (EHI) values are then spatially interpolated using Inverse Distance Weighting (IDW) to generate continuous maps. This approach highlights areas with higher or increasing drought vulnerability across the study region. The <xref ref-type="fig" rid="fig3">Figure 3</xref> illustrates the methodology flow and different steps.</p>
<fig position="float" id="fig3">
<label>Figure 3</label>
<caption>
<p>Flowchart of the used methodology (Adopted from <xref ref-type="bibr" rid="ref72">Sadeghfam et al., 2018</xref>).</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g003.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Flowchart depicting three modules: Load, Resistance, and DSS. The Load Module uses GWD time series to generate random loads. The Resistance Module calculates resistance with drought intensity levels. The DSS Module defines performance functions, calculates statistical moments, and assesses groundwater drought risk, providing outputs based on risk comparisons.</alt-text>
</graphic>
</fig>
</sec>
</sec>
</sec>
<sec sec-type="results" id="sec19">
<label>5</label>
<title>Results</title>
<sec id="sec20">
<label>5.1</label>
<title>Meteorological drought analysis</title>
<p>The evaluation of three-month accumulation periods reveals cyclical fluctuations that are not suitable for the precise prediction of drought events; such short periods may capture short-lived drought spells but can be less effective in characterizing prolonged and severe drought conditions. Instead, we used a longer-term cumulative rainfall approach (<italic>q</italic>&#x202F;=&#x202F;12) for a more comprehensive analysis of drought characteristics in the basins.</p>
<p>The evolution of the SPI index for the seven selected rainfall stations over the period 1980&#x2013;2020 is presented in <xref ref-type="fig" rid="fig4">Figure 4</xref> (The full SPI series for all seven stations are given in <xref ref-type="supplementary-material" rid="SM1">Supplementary Figure S1</xref>). From the results, it is evident that most stations exhibit rainfall deficiency, with values reaching as low as &#x2212;2 in some stations. The period from 2000 to 2010 is characterized by a deficit in rainfall at all stations, with SPI index values dropping below &#x2212;1 (indicating severe drought), while positive values are slightly more frequent. After 2010, it is clear that all stations experienced an increase in humidity, with values greater than 2 observed in some stations. Nevertheless, rainfall subsequently becomes systematically deficient until the end of the observation period. Further comparative analysis of drought patterns between the Massa and Souss basins displays different intensities and durations, with the Souss basin showing higher SPI values, indicating lower drought intensity and longer wet periods. To highlight this evolution the mean SPI for the entire region was examined to offer an overview of the meteorological drought pattern in the research area (<xref ref-type="fig" rid="fig5">Figure 5</xref>). Since the end of the &#x2018;80s, the Souss-Massa basin has experienced significant changes, manifested by alternating dry and wet periods; there are seven moderately wet periods with an average of SPI&#x202F;=&#x202F;0.31 and one very wet event in 2010. The longest wet period ranged from 1987 to 1990, with an SPI value average not exceeding 1, followed by the longest dry period, which was extended from 1990 to 1995. Since 2010, climate variability has been well noticed and highlighted by successive increases and decreases of SPI values reflecting sometimes-dry conditions and sometimes-wet conditions.</p>
<fig position="float" id="fig4">
<label>Figure 4</label>
<caption>
<p>Standardized precipitation index (SPI) time series for the selected meteorological stations. <bold>(a)</bold> Represents short-term drought conditions, calculated over a 3-month period (SPI-3). <bold>(b)</bold> Represents long-term drought conditions, calculated over a 12-month period (SPI-12).</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g004.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Two sets of bar graphs depict Standardized Precipitation Index (SPI) data for Aoulouz, Taroudant, Agadir, and YBT from 1982 to 2017. Graph set (a) shows SPI-3, while set (b) displays SPI-12. Blue bars indicate positive SPI values, and red bars indicate negative values, highlighting variability in precipitation over the years.</alt-text>
</graphic>
</fig>
<fig position="float" id="fig5">
<label>Figure 5</label>
<caption>
<p>The mean of SPI-3 for meteorological stations in the Souss-Massa basin from January 1982 to December 2020.</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g005.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Graph showing the Standardized Precipitation Index (SPI) from 1980 to 2020. The y-axis represents SPI values ranging from negative 1.5 to positive 2. Colored bands indicate categories from "Severely Dry" to "Very Wet." A fluctuating line graph shows variations over the years, with notable peaks around 1998 and 2010.</alt-text>
</graphic>
</fig>
</sec>
<sec id="sec21">
<label>5.2</label>
<title>Piezometric data</title>
<p>From the available data by the ABHSM, a total of 18 piezometers: 14 from Souss and 4 from Massa aquifer were selected. The choice of the piezometers to be investigated was based on their location and the availability of reliable long-term data, <xref ref-type="fig" rid="fig6">Figure 6</xref> shows only 4 representative piezometers from this selection.</p>
<fig position="float" id="fig6">
<label>Figure 6</label>
<caption>
<p>Groundwater depth variation (GWL, in meters) across different regions of the Souss-Massa Basin, with time series from 1980 to 2020. <bold>(a)</bold> Upstream Souss, <bold>(b)</bold> Middle Souss, <bold>(c)</bold> Downstream Souss, and <bold>(d)</bold> Massa Basin.</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g006.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Five charts depicting groundwater decline trends from 1980 to 2021. Each chart, labeled (a) through (e), shows fluctuating water levels with annotations like rainy events, droughts, and drop magnitudes. Significant drought periods are highlighted, showing water level decreases and recovery attempts. Each graph reflects different locations or boreholes, with additional specific metrics like annual drop rates and important climate events noted.</alt-text>
</graphic>
</fig>
<p>The piezometric level variation in the Souss basin can be divided into two groups. The first group exhibits minimal variations and after a decrease, they return to their initial position (<xref ref-type="fig" rid="fig6">Figure 6a</xref>). This includes for example piezometer 701/62. As for the other piezometer, 859/62 despite its location in the Upstream Souss, it experienced a considerable decline in groundwater levels, but during 1996 there was a notable increase in groundwater level. The rapid drop rates of 1.9&#x202F;m/year (1998&#x2013;2008) and 3.5&#x202F;m/year (2012&#x2013;2020) indicate a significant influence (<xref ref-type="fig" rid="fig6">Figure 6a</xref>).</p>
<p>The other borehole 4810/70 is located in the Middle Souss; its piezometric level continuously decreases in the long term (<xref ref-type="fig" rid="fig6">Figure 6b</xref>), and there is a temporary light rise in groundwater levels that should be noted.</p>
<p>Concerning the Massa basin (<xref ref-type="fig" rid="fig6">Figure 6d</xref>), an important agricultural area, the boreholes consistently show a gradual decline in water levels over the years. This decline averaged one meter per year in last decades. It is worth noting that some piezometers in the Massa basin were already dry by 2018.</p>
</sec>
<sec id="sec22">
<label>5.3</label>
<title>Meteorological drought impact on groundwater drought</title>
<p>The Groundwater level is measured from the surface, and SWI was calculated for groundwater drought assessment, with positive anomalies indicating drought conditions and negative anomalies indicating normal conditions. A cross-correlation analysis was performed on the SPI and the SWI while varying the duration of the SPI at different time scales.</p>
<p>As shown in <xref ref-type="fig" rid="fig7">Figure 7</xref>, since 1965 in the Souss Basin, the trend in the SWI values has been generally toward negative values, indicating wet periods. However, from the early 2000s onwards, the region has experienced a change toward mild drought (0.5&#x202F;&#x003C;&#x202F;SWI&#x202F;&#x003C;&#x202F;1). The correlation between the SWI and SPI was found to be maximum when the accumulation period is 1&#x202F;month.</p>
<fig position="float" id="fig7">
<label>Figure 7</label>
<caption>
<p>Standardized water-level index (SWI) anomalies and correlation with the standardized precipitation index (SPI) for the Souss basin.</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g007.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">A two-part image showing climate data. The left graph is a bar chart displaying SWI values from 1960 to 2020, with positive values in red and negative values in blue. The right graph is a line chart illustrating the correlation coefficient over different SPI accumulation periods in months, peaking at a coefficient of 0.14.</alt-text>
</graphic>
</fig>
<p>In the Massa basin, a consistent trend toward dryer conditions has been observed since 1999 (<xref ref-type="fig" rid="fig8">Figure 8</xref>). The years 2019 and 2020 were marked by severe groundwater drought intensity (SWI&#x202F;=&#x202F;1.8). The results showed that the accumulation period required to achieve the maximum correlation between the SPI and SWI time series is 4&#x202F;months for the Massa basin. However, the correlation between the SPI and SWI remains very low (<italic>r</italic>&#x202F;=&#x202F;0.07).</p>
<fig position="float" id="fig8">
<label>Figure 8</label>
<caption>
<p>Standardized water-level index (SWI) anomalies and correlation with the standardized precipitation index (SPI) for the Massa basin.</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g008.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Bar and line graphs depict data trends. The left graph shows SWI values from 1977 to 2019, with negative values in blue and positive values increasing in red. The right graph plots correlation coefficients against a twelve-month accumulation period, peaking at 0.07 between the third and fourth months.</alt-text>
</graphic>
</fig>
</sec>
<sec id="sec23">
<label>5.4</label>
<title>Resistance in Souss-Massa basin</title>
<p><xref ref-type="fig" rid="fig9">Figure 9</xref> illustrates the spatial distribution of resistance across various drought bands, and it can serve as a drought vulnerability.</p>
<fig position="float" id="fig9">
<label>Figure 9</label>
<caption>
<p>Spatial distribution of resistance under different drought bands in the Souss-Massa aquifer.</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g009.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Four maps display hydraulic resistance levels, marked by color gradients from blue (low) to red (high) across the Souss-Massa region. Each map represents different resistance scenarios: mild, moderate, severe, and extreme. Black dots indicate piezometer locations. Resistance values for Souss-Massa limits are noted: 146.01 m, 151.55 m, 202.36 m, and 253.82 m, respectively, with corresponding Souss Massa Plain values of 90.76 m, 94.47 m, 123.11 m, and 156.14 m. North arrows and coordinates are included.</alt-text>
</graphic>
</fig>
<p>Our results show that the Massa aquifer demonstrates low resistance, withstanding only a maximum of 54 meters of variation under mild, moderate, and extreme drought conditions. An 18.5% increase in resistance is observed during extreme drought, reaching 63 meters. For the middle Souss region, resistance to loads went to a maximum of 146.04&#x202F;m under mild drought, 151.56&#x202F;m for moderate drought, 202&#x202F;m for severe drought, and 254.09&#x202F;m under extreme drought. As in the upstream Souss, resistance values vary from 7.7 to 164.98&#x202F;m across different drought bands. Thereafter, the middle and upstream Souss regions exhibit diverse resistance values, indicating varying sensitivities to groundwater fluctuations.</p>
</sec>
<sec id="sec24">
<label>5.5</label>
<title>Groundwater drought risk (GDR)</title>
<p><xref ref-type="fig" rid="fig10">Figure 10</xref> illustrates the spatial distribution of Groundwater Drought Risk (GDR) across various drought severity bands (Mild, Moderate, Severe, and Extreme) in the Souss-Massa basin. These maps offer a detailed visualization of how drought risk varies geographically and across different levels of drought severity. Under the mild drought band, the GDR values range from 19.2 to 57.94%, we note that the Massa basin exhibits the highest GDR values within this category, suggesting a significant susceptibility to mild drought conditions. These high GDR values in the Massa basin (indicated by the red and orange areas) imply a higher probability and potential frequency of experiencing mild droughts. For the moderate drought band, the values range from 3.07 to 45.64%. As the severity of drought increases to moderate, there is a noticeable decrease in GDR values, reflecting a reduced frequency but potentially greater impact of each event. The downstream and middle Souss regions display moderate GDR values (green to yellow zones), indicating a balanced risk, while lower than in the Massa basin (Red color). The severe and extreme drought categories show a further reduction in GDR values; 1.2 to 40.86% and 0.57 to 36.62% respectively; highlighting the infrequent but potentially destructive nature of these droughts. Despite their low frequency, these droughts could have critical impacts, particularly in areas like the Massa basin where GDR values are still relatively high compared to other regions.</p>
<fig position="float" id="fig10">
<label>Figure 10</label>
<caption>
<p>Spatial distribution of GDR under different drought bands in the Souss-Massa aquifer.</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g010.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Four-panel map showing groundwater recharge index levels in Souss-Massa Plain, marked with piezometers. Each panel indicates different levels: Mild (57.94), Moderate (89.91), Severe (59.20), Extreme (36.62) GDR percentages, with color gradients highlighting areas from red (high) to blue (low). Boundaries and limits are defined.</alt-text>
</graphic>
</fig>
</sec>
<sec id="sec25">
<label>5.6</label>
<title>Environmental Hazard Index in Souss-Massa basin</title>
<p><xref ref-type="fig" rid="fig11">Figure 11</xref> illustrate the spatial distribution of EHI within Souss-Massa plain. The results showed elevated EHI values, particularly in the Massa basin, where drought risk reached over 80% under mild drought conditions. Downstream Souss and Middle Souss regions exhibited drought risks between 60 and 70%. The Upstream Souss region had a comparatively lower risk, with values below 40%. For other drought bands, the results indicated a concerning situation in the Massa basin, with a sharp change in groundwater levels.</p>
<fig position="float" id="fig11">
<label>Figure 11</label>
<caption>
<p>Spatial distribution of EHI under different drought bands in the Souss-Massa aquifer.</p>
</caption>
<graphic xlink:href="frwa-07-1628691-g011.tif" mimetype="image" mime-subtype="tiff">
<alt-text content-type="machine-generated">Four maps illustrate EHI percentages (mild, moderate, severe, extreme) across the Souss-Massa Plain. Each map shows color gradients, piezometer locations, and boundaries. Mild EHI at 88.05%, moderate at 68.33%, severe at 64.53%, and extreme at 61.23%.</alt-text>
</graphic>
</fig>
</sec>
</sec>
<sec sec-type="discussion" id="sec26">
<label>6</label>
<title>Discussion</title>
<sec id="sec27">
<label>6.1</label>
<title>Variability in precipitation and its impacts on the Souss-Massa basin</title>
<p>The Souss-Massa basin, a vital agricultural area in Morocco, has experienced significant changes in climatic and hydrological conditions. The spatial and temporal variability in rainfall observed in our results is consistent with previous studies. <xref ref-type="bibr" rid="ref19">Bouchaou et al. (2011)</xref> and <xref ref-type="bibr" rid="ref6">Ait Brahim et al. (2016)</xref> reported substantial differences in rainfall distribution across the Souss Massa basin. Similarly, <xref ref-type="bibr" rid="ref1">Abahous et al. (2018)</xref> documented a long-term decline in rainfall since the 1960s, highlighting a shift toward more arid climatic conditions. These changes have important implications for both water availability and agricultural productivity.</p>
<p>The analysis of meteorological drought conditions in the Souss-Massa basin reveals a clear upward trend in both frequency and severity of drought events in recent decades. This is evidenced by SPI values frequently falling below normal, which denote severe drought conditions. Our findings are consistent with the observations made by <xref ref-type="bibr" rid="ref12">Balaghi et al. (2010)</xref>, who documented a marked increase in drought occurrences in Morocco since 1980, highlighting a shift from experiencing one dry year every 15&#x202F;years to one every 3&#x202F;years. A local study by <xref ref-type="bibr" rid="ref5">Ait Brahim et al. (2017)</xref>, highlighted a significant rise in the frequency of dry years since the 1970s in the Souss-Massa basin, emphasizing the climatic shifts that threaten sustainable water management practices in the region. Moreover, our SPI-12 analysis indicates that the drought conditions observed are not episodic or isolated but part of an enduring pattern of rainfall deficits. This aligns with the findings of <xref ref-type="bibr" rid="ref14">Bijaber et al. (2018)</xref>, who emphasized the impact of climate change on the frequency and intensity of droughts in Morocco, all in the same way, previous studies conducted by <xref ref-type="bibr" rid="ref19">Bouchaou et al. (2011)</xref>; <xref ref-type="bibr" rid="ref62">Mansir et al. (2018)</xref>; and <xref ref-type="bibr" rid="ref75">Seif-Ennasr et al. (2017)</xref> and <xref ref-type="bibr" rid="ref50">Hssaisoune et al., 2021</xref> confirm the recurrent fluctuation of wet and dry cycles in the Souss-Massa basin. The historical patterns described by <xref ref-type="bibr" rid="ref1">Abahous et al. (2018)</xref> further illustrate alternating cycles of drought since 1980s.</p>
<p>The comparative analysis of drought patterns between the Massa and Souss basins further elucidates the spatial variability in drought intensity and duration, in agreement with the findings of <xref ref-type="bibr" rid="ref89">Yoo et al. (2020)</xref>, who highlighted that spatial heterogeneity plays a key role in the propagation and persistence of drought events. Rainfall variability in the Souss-Massa basin is influenced by several geographic factors. The High Atlas Mountains enhance rainfall through orographic effects, while the inland plains are drier due to the rain shadow effect. Elevation, valley orientation, and the influence of the Atlantic Ocean further explain the spatial contrasts observed (<xref ref-type="bibr" rid="ref46">Hssaisoune et al., 2017</xref>).</p>
<p>These meteorological droughts have a direct impact on groundwater resources, with effects that vary depending on the location and land use. Groundwater in the Souss basin is recharged primarily by the High and Anti-Atlas Mountains (<xref ref-type="bibr" rid="ref18">Bouchaou et al., 2008</xref>; <xref ref-type="bibr" rid="ref46">Hssaisoune et al., 2017</xref>). In recharge-favored zones, such as near High Atlas, the aquifer response to droughts is buffered by natural infiltration (<xref ref-type="bibr" rid="ref48">Hssaisoune et al., 2020</xref>). Piezometer 701/62 (Upstream Souss), for example, exhibits recovery during wet periods and dam releases like those in 2004 (<xref ref-type="bibr" rid="ref39">Gouahi et al., 2024</xref>; <xref ref-type="bibr" rid="ref21">Bouragba et al., 2011</xref>), reflecting the aquifer&#x2019;s resilience to meteorological variability. In contrast, Middle and downstream areas in addition to the Massa plain, saw a rapid and prolonged groundwater level declines, due to limited recharge and high abstraction rates. These spatial variations are further explored through the Pearson correlation between SPI and SWI values. Although this correlation is relatively weak, this does not negate the impact of rainfall shortage on the recharge process (<xref ref-type="bibr" rid="ref20">Bouimouass et al., 2020</xref>). On the contrary, the water&#x2019;s decline still reflects the cumulative effect of reduced rainfall combined with the anthropogenic pressures.</p>
</sec>
<sec id="sec28">
<label>6.2</label>
<title>Implications for water management in the Souss-Massa</title>
<p>The methodological framework used in this study is built upon the reliability concept, where aquifer resistance and external loads are integrated to evaluate the probability of failure and quantify the Groundwater Drought Risk (GDR). This approach allows for distinguishing areas that are more likely to experience groundwater drought under different stress conditions. The Environmental Hazard Index (EHI), on the other hand, serves as an important metric for the assessment of the increasing risk over time. Together, these indicators provide complementary insights into the spatiotemporal dynamics of groundwater stress in Souss-Massa.</p>
<p>Our results clearly illustrate that the Massa aquifer exhibits relatively low resistance, making it more vulnerable to groundwater depletion and drought. The resistance values, particularly during extreme drought conditions, are concerning, as the aquifer can only withstand groundwater fluctuations of up to 63 meters. This low level of resilience is further highlighted by the complete drying-up of two boreholes in the region, a powerful indicator of the aquifer&#x2019;s inability to cope with prolonged drought conditions. These results highlight the critical state of the Massa aquifer and underscore the urgent need to adopt water management strategies to mitigate the effects of future droughts. In contrast, the middle and upstream Souss regions display a broader range of resistance values, suggesting a more diverse response to groundwater fluctuations. For example, in the middle Souss, resistance reached up to 254.09 meters under extreme drought conditions, reflecting a higher capacity to withstand significant groundwater stress. This suggests that certain areas of the Souss aquifer have a greater ability to maintain stability, even in the face of extreme changes in groundwater levels.</p>
<p>The variation in resistance values between the Souss and Massa regions underscores the heterogeneity of the aquifer system. The higher resistance observed in the Souss suggests a more robust system capable of withstanding larger changes in groundwater depth, while the Massa aquifer remains more fragile and susceptible to drought impacts. These findings align with those of <xref ref-type="bibr" rid="ref61">Mansir et al. (2021)</xref>, contributing to a growing body of research that deepens our understanding of the vulnerability of the Souss-Massa basin to water scarcity.</p>
<p>Building on that concept of vulnerability (resistance), GDR quantifies the risk of groundwater drought by evaluating aquifer resistance to the intensity of hydrological stress. When the stress exceeds the resistance, the risk of drought increases. This allows GDR to spatially highlight areas where groundwater systems are most likely to fail. Higher GDR values indicate a greater probability of experiencing severe droughts, although these events tend to occur less frequently. Conversely, lower GDR values suggest a lower susceptibility to severe drought, but these areas may experience more frequent drought events, albeit with less severe impacts. This inverse relationship between the frequency and severity of drought events, as indicated by the GDR values, has been corroborated by earlier research, including studies by <xref ref-type="bibr" rid="ref71">Roshni et al. (2019)</xref> and <xref ref-type="bibr" rid="ref87">Xu et al. (2021)</xref>.</p>
<p>The spatial distribution of GDR values across the Souss-Massa basin illustrates a clear distinction between the Souss and Massa regions. The Souss upstream region exhibits relatively low GDR values, suggesting a lower risk of groundwater drought. This area appears to be more resilient, likely due to its higher resistance to groundwater fluctuations. As we move downstream in the Souss basin, GDR values gradually increase but remain within manageable levels, indicating that the region is still relatively resilient to drought conditions. In contrast, the Massa basin stands out with significantly higher GDR values, indicating a much greater risk of groundwater drought. The higher GDR values in Massa suggest that the region is more vulnerable to severe drought impacts. This increased risk is likely due to the lower resistance values observed in the Massa aquifer, which struggles to cope with the stress imposed by prolonged drought conditions. The drying-up of boreholes, as previously noted, underscores this vulnerability.</p>
<p>When examining the drought categories, the GDR values reflect the region&#x2019;s vulnerability across different severity levels. Mild and moderate droughts are relatively frequent across the basin, with GDR values indicating that these events are likely to occur regularly. However, these droughts tend to have less severe impacts, particularly in the Souss region, where resistance to groundwater fluctuations is higher. On the other hand, severe and extreme droughts are much less frequent but can have catastrophic effects, particularly in the Massa basin, where groundwater resources are more vulnerable. The relationship between GDR and resistance is also evident in these findings. Areas with small resistance values, such as the Massa basin, tend to have higher GDR values, reflecting their increased risk of drought. This is a normal correlation in groundwater systems: lower resistance implies a lower capacity to withstand fluctuations in groundwater levels, leading to a higher probability of system failure during drought conditions (<xref ref-type="bibr" rid="ref49">Hssaisoune et al., 2016</xref>; <xref ref-type="bibr" rid="ref72">Sadeghfam et al., 2018</xref>; <xref ref-type="bibr" rid="ref71">Roshni et al., 2019</xref>).</p>
<p>EHI complements this assessment by tracing the evolution of drought risk over time. The index shows a dramatic increase in groundwater stress in the Massa basin over the past two decades, with EHI values exceeding 80% under mild drought conditions. This observation aligns with the drying-up of two boreholes in the area by 2018, further underscoring the severity of the situation. The Souss basin, particularly the Downstream and Middle Souss regions, shows moderately high EHI values. Although the risk is not as severe as in the Massa basin, the steady increase in drought risk suggests that these regions are also becoming more vulnerable to groundwater depletion and associated environmental hazards. Meanwhile, upstream Souss remains more resilient, with GDR and EHI values both below 40%. However, changes in climate or water use could alter this status in the future. There are also contrasting patterns, such as around piezometer 937/69, where high GDR but low EHI suggests temporary drought exposure with good recovery potential, likely due to seasonal recharge. Conversely, piezometers 04/69, 859/69, and 866/59 report high GDR and EHI, signifying chronic drought risk and heightened hazard. This includes the threat of saltwater intrusion in coastal zones, as confirmed by <xref ref-type="bibr" rid="ref34">Ez-zaouy et al. (2022</xref>, <xref ref-type="bibr" rid="ref35">2023)</xref> and <xref ref-type="bibr" rid="ref60">Malki et al. (2016)</xref>.</p>
</sec>
<sec id="sec29">
<label>6.3</label>
<title>Advantages, limitations and perspectives</title>
<p>Despite the diversity of drought indices, SPI remains the most used in drought monitoring for its robustness and its low data inputs (<xref ref-type="bibr" rid="ref86">World Meteorological Organization (WMO) and Global Water Partnership (GWP), 2016</xref>). Thus, this index is highlighted by WMO as the starting point of meteorological drought and serves as an early warning signal. Furthermore, its multi-scalar nature allows the evaluation of droughts over different timescales (e.g., 1, 3, 12&#x202F;months), which is essential to capture short-term meteorological versus long-term hydrological droughts. However, SPI does not account for evapotranspiration, which is critical in semi-arid regions like Souss Massa where water loss through ET is high. In addition, SPI relies on the assumption that precipitation follows a stationary probability distribution, which may be invalid under shifting climate conditions or long-term trends (<xref ref-type="bibr" rid="ref76">Stagge et al., 2015</xref>). This limitation was acknowledged in our study, and the integration of SPEI is highlighted as a perspective for future research.</p>
<p>In this study, the Standardized Precipitation Index (SPI) was correlated with groundwater levels using the Standardized Water-level Index (SWI) to explore the linkage between meteorological and groundwater droughts (<xref ref-type="fig" rid="fig7">Figures 7</xref>, <xref ref-type="fig" rid="fig8">8</xref>). While this approach offers insights into the broader trends of drought propagation, the observed low correlation (<italic>r</italic>&#x202F;=&#x202F;0.07) likely reflects multiple interacting factors (<xref ref-type="bibr" rid="ref74">Schreiner-McGraw and Ajami, 2021</xref>). In particular, ABHSM reports indicate piezometric declines of 1&#x2013;2.5&#x202F;m/year, with cumulative drops of up to 30&#x202F;m in 30&#x202F;years, reflecting a structural deficit of 260&#x2013;300&#x202F;Mm<sup>3</sup>/year (<xref ref-type="bibr" rid="ref2">ABHSM, 2018</xref>). Irrigation accounts for more than 85&#x2013;90% of withdrawals, mainly citrus and vegetable crops (<xref ref-type="bibr" rid="ref62">Mansir et al., 2018</xref>), and groundwater abstraction increased dramatically from 747&#x202F;Mm<sup>3</sup> in 2007 to 4,884&#x202F;Mm<sup>3</sup> in 2020 (<xref ref-type="bibr" rid="ref42">Guemouria et al., 2023</xref>). Isotopic studies (<xref ref-type="bibr" rid="ref46">Hssaisoune et al., 2017</xref>) also confirm that modern recharge is spatially limited and delayed. Together, these studies provide proof that explains why groundwater drought in Souss-Massa is not solely climate-driven but strongly shaped by anthropogenic demand.</p>
<p>Resistance and GDR values and their spatial distribution demonstrate high spatial variability across the basin, reflecting heterogeneous responses to drought events. Overall, the risk and vulnerability to groundwater drought are disproportionately concentrated in middle and downstream regions (<xref ref-type="fig" rid="fig9">Figures 9</xref>, <xref ref-type="fig" rid="fig10">10</xref>), which can be attributed to several interconnected factors:</p>
<list list-type="order">
<list-item>
<p>Intensive Agricultural Practices: Middle-basin areas are dominated by large-scale monoculture agriculture, where unsustainable groundwater abstraction often exceeds natural recharge rates (<xref ref-type="bibr" rid="ref8">Ait El Kadi et al., 2025</xref>). This imbalance is characteristic of intensively irrigated systems, where long-term groundwater depletion occurs due to mismatched extraction and replenishment dynamics (<xref ref-type="bibr" rid="ref73">Scanlon et al., 2023</xref>)</p>
</list-item>
<list-item>
<p>Upstream Dam Impacts: Dams constructed upstream disrupt the natural flow of Oued Souss, severely limiting seasonal fluvial recharge processes. While such infrastructure is often designed to support managed aquifer recharge (MAR), studies highlight that artificial recharge efforts frequently yield only localized and transient benefits, failing to counteract regional aquifer depletion (<xref ref-type="bibr" rid="ref40">Gouahi et al., 2022</xref>).</p>
</list-item>
<list-item>
<p>Socio-Economic Stressors: Downstream regions host dense urban centers and populations (e.g., Taroudant, Agadir, Inezgan-Ait Melloul) reliant on groundwater for domestic, industrial, and agricultural needs. Thus, rapid urbanization and population growth in such areas amplify aquifer stress and its vulnerability to drought events.</p>
</list-item>
</list>
</sec>
</sec>
<sec sec-type="conclusions" id="sec30">
<label>7</label>
<title>Conclusion</title>
<p>This study provides an attempt to comprehensive assessment of the groundwater drought in the Souss-Massa basin. By conducting a methodology that integrates SPI, SWI, and a statistical approach, we provided a valuable understanding of the relation between meteorological and groundwater drought. Furthermore, our investigation sheds light on the vulnerability of the region to groundwater drought. Indeed, the findings of this work reveal an identifiable trend toward drier conditions in the Massa aquifer, particularly since 1999, ending with the onset of severe drought episodes in 2019. The correlation between SPI and SWI highlights the complexity of groundwater drought, which is influenced by a variety of factors other than just precipitation patterns.</p>
<p>The analysis of resistance values in different aquifer regions reveals distinct sensitivities to groundwater fluctuations. The Massa basin exhibits lower resistance values, indicating its vulnerability to drought impacts. Conversely, the middle and upstream Souss have variable resistance values, demonstrating their ability to maintain stability under variable water table conditions.</p>
<p>The assessment of GDR offers valuable insights regarding the risk profile of different regions. The upstream Souss region has lower GDR values, indicating a relatively lower risk profile, while downstream areas experience a gradual increase in risk. In contrast, the Massa basin has significantly higher GDR values, meaning that it is more vulnerable to the impacts of severe drought.</p>
<p>The EHI findings underline the urgency of appropriate management strategies, particularly in the Massa basin, where the risk of groundwater drought can exceed 80% in mild drought conditions and up to 60% in other drought intensities.</p>
<p>Faced with the problem of water scarcity in the Souss-Massa basin, the ABHSM has entailed considerable initiatives to prevent overexploitation, improve irrigation efficiency, and develop non-conventional water resources. These initiatives, which include the reuse of treated wastewater and desalination, as well as participatory management contracts for aquifer conservation, especially in the Massa basin, have had a positive limited impact. However, these efforts are still inadequate because of the chronic water shortage in the Souss-Massa basin and continuous overexploitation. The spatial variability in resistance values across the region highlights the need for tailored water management strategies, as different areas of the basin exhibit different levels of resilience to drought. To ensure related ecosystem balance and sustainable groundwater management in vulnerable areas like the Massa aquifer, future research should prioritize improving water use efficiency and developing innovative, sustainable management solutions tailored to the specific sensitivities identified in this study. Moreover, drought could be better managed by establishing an early warning system and incorporating socio-economic and environmental vulnerabilities into the modeling approach. This integrated framework will enable policymakers and stakeholders to prioritize high-risk areas and implement adaptive measures to enhance resilience to future droughts.</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="sec31">
<title>Data availability statement</title>
<p>The datasets generated and/or analyzed during the current study are available from the corresponding author upon reasonable request.</p>
</sec>
<sec sec-type="author-contributions" id="sec32">
<title>Author contributions</title>
<p>SG: Formal analysis, Writing &#x2013; original draft, Visualization, Data curation, Validation, Methodology, Investigation, Software, Resources, Writing &#x2013; review &#x0026; editing, Conceptualization. MH: Visualization, Project administration, Validation, Methodology, Writing &#x2013; review &#x0026; editing, Conceptualization, Supervision, Data curation. YA: Validation, Project administration, Visualization, Writing &#x2013; review &#x0026; editing, Funding acquisition, Supervision. MA: Visualization, Conceptualization, Writing &#x2013; review &#x0026; editing, Validation. MN: Data curation, Validation, Writing &#x2013; review &#x0026; editing. LB: Project administration, Resources, Data curation, Visualization, Supervision, Writing &#x2013; review &#x0026; editing, Funding acquisition, Validation, Investigation.</p>
</sec>
<ack><title>Acknowledgments</title>
<p>The authors acknowledge the data support from the Hydraulic Basin Agency of Souss-Massa. This paper presents part of the outputs of the AgreeMed and Water4Med projects, financed by MERSRI within the framework of the PRIMA-S2 program (EU). This project is also realized within the CHARISMA project under the support of Academy Hassan II of Sciences and Techniques.</p>
</ack>
<sec sec-type="COI-statement" id="sec34">
<title>Conflict of interest</title>
<p>The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec sec-type="ai-statement" id="sec35">
<title>Generative AI statement</title>
<p>The authors declare that no Gen AI was used in the creation of this manuscript.</p>
<p>Any alternative text (alt text) provided alongside figures in this article has been generated by Frontiers with the support of artificial intelligence and reasonable efforts have been made to ensure accuracy, including review by the authors wherever possible. If you identify any issues, please contact us.</p>
</sec>
<sec sec-type="disclaimer" id="sec36">
<title>Publisher&#x2019;s note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
<sec sec-type="supplementary-material" id="sec37">
<title>Supplementary material</title>
<p>The Supplementary material for this article can be found online at: <ext-link xlink:href="https://www.frontiersin.org/articles/10.3389/frwa.2025.1628691/full#supplementary-material" ext-link-type="uri">https://www.frontiersin.org/articles/10.3389/frwa.2025.1628691/full#supplementary-material</ext-link></p>
<supplementary-material xlink:href="Image_1.png" id="SM1" mimetype="image/png" xmlns:xlink="http://www.w3.org/1999/xlink"/>
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<fn-group><fn id="fn0002" fn-type="custom" custom-type="edited-by"><p>Edited by: <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/912739/overview">Munir Ahmad Nayak</ext-link>, National Institute of Technology, India</p></fn>
<fn id="fn0003" fn-type="custom" custom-type="reviewed-by"><p>Reviewed by: <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1014762/overview">Moctar Diaw</ext-link>, Cheikh Anta Diop University, Senegal; <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/3190130/overview">Mehvish Hameed</ext-link>, National Institute of Technology, India</p></fn>
<fn id="fn0001"><p><sup>1</sup><ext-link xlink:href="https://gpm.nasa.gov/data/directory" ext-link-type="uri">https://gpm.nasa.gov/data/directory</ext-link>, Accessed on 3 February 2024</p></fn>
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