3.1. Analyses of water data
3.1.1. Descriptive statistics
Table 3
Descriptive statistics of the measured groundwater parameters in the present study.
Parameter | Units | Mean | Median | Min | Max | SD | Skewness |
pH | - | 7.62 | 7.60 | 7.12 | 8.20 | 0.28 | 0.22 |
EC | µs/cm | 4076.35 | 3480.00 | 1612.00 | 15300.00 | 2337.80 | 2.88 |
TDS | mg/L | 3043.60 | 2717.45 | 1449.47 | 10014.78 | 1520.18 | 2.63 |
Na | mg/L | 529.59 | 436.00 | 137.00 | 2560.00 | 413.85 | 3.08 |
K | mg/L | 7.20 | 4.30 | 1.70 | 40.40 | 7.65 | 2.79 |
Mg | mg/L | 142.71 | 131.04 | 56.64 | 395.52 | 65.64 | 1.98 |
Ca | mg/L | 226.87 | 223.64 | 59.32 | 415.21 | 74.45 | 0.29 |
NH4 | mg/L | 0.02 | 0.01 | 0.00 | 0.18 | 0.03 | 3.85 |
Cl | mg/L | 858.58 | 627.52 | 155.99 | 5140.69 | 823.63 | 3.48 |
SO4 | mg/L | 873.15 | 857.45 | 235.11 | 1592.25 | 312.59 | 0.13 |
HCO3 | mg/L | 377.85 | 359.90 | 152.50 | 713.70 | 104.09 | 0.70 |
NO3 | mg/L | 29.53 | 19.79 | 0.00 | 123.36 | 26.68 | 1.58 |
NO2 | mg/L | 0.04 | 0.00 | 0.00 | 1.37 | 0.20 | 6.37 |
PO4 | mg/L | 0.08 | 0.04 | 0.00 | 0.54 | 0.11 | 2.76 |
SiO2 | mg/L | 20.51 | 15.29 | 5.54 | 81.04 | 16.65 | 2.79 |
Table 3 provides an overview of the fundamental data for the physicochemical characteristics of the Ghiss-Nekor groundwater for the month of January 2022. The pH is alkaline and ranges from 7.12 to 8.20 with an average of 7.62. It was determined that the pH's standard deviation (SD) was extremely low (0.28), demonstrating the common source of each sample (Kura et al., 2014). The EC values vary from 1612 to 15300 µS/cm with an average of 4076.35 µS/cm. TDS values vary from 1449.47 to 10014.78 mg/L with an average of 3043.60 mg/L. The abundance of cations was discovered to be in the following order: Na+ > Ca2+ > Mg2+ > K+> NH4+, whereas the order of anions was SO42− > Cl− > HCO3− > NO3−> PO42− > NO2−. In a research conducted by Ghalit et al. (2017) upstream of the Ghiss-Nekor plain, the same order of abundance was obtained.
The standard deviation of the hydrochemical parameters revealed broad variations of the measured concentrations, especially for chloride which exhibited the greatest variation of all the examined ions (SD = 823.63 mg/L), with a range of 155.99 to 5140.69 mg/L and an average of 858.58 mg/L. The considerable variations in the hydrochemical parameters indicate that salinization could have several different sources in our study area (Sarker et al., 2022). SWI might be one of the potential factors of salinization which is noticeable from the large variations in EC (SD = 2337.80 µs/cm) and TDS (SD = 1520.18 mg/L) (Kura et al., 2014). The previous observations are corroborated by the skewness values, which, except for SO42−, pH, Ca2+ and HCO3−, depict the hydro-physicochemical parameters' distant dispersion from normal and are substantially greater than zero (Table 3). The different physicochemical characteristics evaluated in the current investigation are shown spatially in Fig. 5.
Figure 5. Spatial distribution of hydrochemical parameters: (a) EC, (b) TDS, (c) Cl, (d) HCO3−, (e) NO3−, (f) SO42+, (g) Na2+, (h) Ca2+, (i) Mg2+, (j) K+, (k) NO2−, (l) PO43−, (m) NH4+, (n) SiO2.
Figure 5. (Continued).
3.1.2. Correlation of hydrochemical parameters
The correlation matrix was used to determine the level of connection between several physicochemical parameters (Table 4). A strong correlation between the parameters is shown by values of + 1 (positive correlation) or -1 (negative correlation), whereas a value of zero denotes no link. A correlation coefficient of 0.5 to 0.7 indicates variables that are moderately correlated, and between 0.7 and 0.9 are highly correlated, whereas those with values of 0.9 or higher are very highly correlated. These three categories of correlation coefficients were bolded in the correlation matrix table. The high and the very high positive correlations of Na+, Cl−, Mg2+, and K+ with EC and TDS reveal that the observed high salinity is mainly controlled by these major ions which are most likely to originate from the same sources (Kura et al., 2014), such as the occurrence of SWI (Kim et al., 2003) and the dissolution of salts (Askri et al., 2022; Gebeyehu et al., 2022). The very high correlation between Na+ and Cl− (r = 0.99) emphasizes the effects of chemical weathering, secondary salt leaching, and SWI(Abu-alnaeem et al., 2019; Prasanna et al., 2010; Srinivasamoorthy et al., 2011). The very high correlation between Ca2+ and SO42− (r = 0.92) may indicate that the source for these two ions is gypsum (CaSO4. 2H2O) or anhydrite (CaSO4) dissolution (Abu-alnaeem et al., 2019; Askri et al., 2022; Dobrzyński, 2007). However, the high correlation of Mg2+ with Ca2+ (r = 0.74), Na+ (r = 0.84) and Cl− (r = 0.85) strongly suggests the same sources for these elements, primarily SWI and carbonate dissolution (Abu-alnaeem et al., 2019). The strong correlations of K+ with Na+ and Cl− point to a shared source, especially given that these ions are found in high quantities close to the shoreline, suggesting that saltwater incursion may be a potential cause of salinization along the seaside (Gebeyehu et al., 2022). The SiO2 is highly correlated with PO43− (r = 0.94) and both are moderately correlated with NO3− (r = 0.60 and r = 0.61, respectively). SiO2 is geogenic, however, the occurrence of PO43− and NO3− is mainly anthropogenic which can originate from septic systems, manure use, and commercial fertilizers (Ağca et al., 2014). This high correlation between SiO2, PO43− and NO3− can be explained by the fact that the silicate weathering can be enhanced by the nitrification process (Batsaikhan et al., 2021). The weak to very weak correlations between NH4+, NO3−, NO2−, PO43− with most of the variables (EC, TDS, Na+, K+, Mg2+, Ca2+, Cl−) might be explained by the dissimilar sources of these ions and indicates that human activities, including sewage leaks and agricultural operations, have had an impact on the chemistry of groundwater (Abu-alnaeem et al., 2019). A very weak negative correlation between pH and all the other parameters (-0.37 < r < 0.05) implies that pH fluctuation has little impact on groundwater salinity (Gebeyehu et al., 2022).
The examination of the correlation matrix exhibits a strong probability of SWI along with other sources of salinity in the Ghiss-Nekor aquifer.
Table 4
Correlation Matrix of geochemical parameters measured in the current study.
Ions | Na | K | Mg | Ca | NH4 | Cl | SO4 | HCO3 | NO3 | NO2 | PO4 | SiO2 | EC | TDS | pH |
Na | 1,00 | | | | | | | | | | | | | | |
K | 0,79 | 1,00 | | | | | | | | | | | | | |
Mg | 0,84 | 0,56 | 1,00 | | | | | | | | | | | | |
Ca | 0,49 | 0,20 | 0,74 | 1,00 | | | | | | | | | | | |
NH4 | 0,14 | 0,24 | 0,23 | 0,18 | 1,00 | | | | | | | | | | |
Cl | 0,99 | 0,77 | 0,85 | 0,50 | 0,16 | 1,00 | | | | | | | | | |
SO4 | 0,38 | 0,14 | 0,69 | 0,92 | 0,20 | 0,36 | 1,00 | | | | | | | | |
HCO3 | 0,19 | 0,02 | 0,26 | -0,01 | -0,09 | 0,14 | 0,02 | 1,00 | | | | | | | |
NO3 | 0,21 | 0,17 | 0,04 | -0,15 | 0,03 | 0,19 | -0,16 | 0,11 | 1,00 | | | | | | |
NO2 | 0,14 | 0,04 | 0,13 | 0,10 | -0,10 | 0,14 | 0,04 | 0,06 | 0,39 | 1,00 | | | | | |
PO4 | 0,18 | 0,25 | -0,06 | -0,29 | -0,03 | 0,16 | -0,36 | 0,16 | 0,61 | 0,03 | 1,00 | | | | |
SiO2 | 0,18 | 0,22 | -0,08 | -0,26 | -0,04 | 0,16 | -0,37 | 0,14 | 0,60 | 0,05 | 0,94 | 1,00 | | | |
EC | 0,99 | 0,75 | 0,91 | 0,60 | 0,18 | 0,99 | 0,49 | 0,19 | 0,19 | 0,14 | 0,12 | 0,12 | 1,00 | | |
TDS | 0,97 | 0,71 | 0,93 | 0,68 | 0,18 | 0,96 | 0,58 | 0,21 | 0,15 | 0,14 | 0,07 | 0,07 | 0,99 | 1,00 | |
pH | -0,22 | -0,04 | -0,18 | -0,26 | 0,32 | -0,19 | -0,18 | -0,37 | -0,03 | 0,05 | -0,18 | -0,23 | -0,22 | -0,25 | 1,00 |
3.1.3. Principal component analysis (PCA)
Multivariate statistics were calculated using PCA to investigate the sources of variation for hydrochemical variables. PCA reduces a large number of independent parameters to a smaller set while retaining their original properties (Sarker et al., 2022). As a result, the primary variables influencing groundwater chemistry could be emphasized. PCA was applied in this study using orthogonal varimax rotation with Kaiser normalization. This rotation method is most often used in the literature and can decrease the impact of less significant parameters of groundwater quality found through PCA analysis (Said & Salman, 2021). The analysis was carried out on a subset of 13 selected variables that represent the geochemical framework. To determine the suitability of the data set for PCA, Kaiser Meyer Olkin (KMO) and Bartlett's tests were used and Table 5 shows the calculated results. A KMO value of more than 0.5 and a Bartlett's test significance threshold of less than 0.05 indicate that there is a substantial correlation in the data. In the present study, the KMO adequacy value is 0.642 and the significance level equals 0.000.
We selected the four most significant components (Eigenvalues > 1). These four components explain 81.05% of the total variance with 40.12% for component 1, 23.21% for component 2, 9.60% for component 3, and 8.12 for component 4. Table 6 lists the corresponding loadings for each of the four components. The loadings with values surpassing 0.65 are bolded in Table 6 and utilized to appraise the relationships between the components and the hydrochemical parameters (Sarker et al., 2022). Component 1 can be termed “the salinization component” because the major elements are characteristic of seawater. Component 1 exhibits positive loadings for EC (0.984), Na (0.943), Cl (0.959), Mg (0.923), and moderately positive loadings of K (0.778), Ca (0.627), and SO4 (0.537) indicating a potential influence by SWI (Badmus et al., 2020; Balasubramanian et al., 2022; Kumar et al., 2020; Tiwari et al., 2019; Wang et al., 2022). This inference is reinforced by the high concentrations of Cl− and K+ found near the shoreline. However, evaporation could be one of the main sources of mineralization in the study area because, according to Said and Salman (2021), evaporation is enhanced in dry and unconfined conditions as is the case in our study area. Furthermore, weathering of feldspar minerals such as albite releases sodium and could be a prominent source of Na+ concentrations (Kaur et al., 2019). Dissolution of gypsum and anhydrite in the recharge area upstream of the Ghiss-Nekor plain could also explain the moderately positive loading of Ca2+ and SO42− in the first component (Kumar et al., 2020). In summary, the salinization component in our study area could originate from geogenic processes such as evaporation, water-rock processes, and SWI.
Component 2 exhibits strong positive loadings of PO43− (0.905), SiO2 (0.895) and NO3− (0.667). The association of both NO3− and PO43− indicates an anthropogenic source such as domestic sewage that contains detergents and cleaning products, as well as agricultural run-off that contains nitrogen and phosphorus fertilizers (Batsaikhan et al., 2021; Tiwari et al., 2019; Wang et al., 2022). Water-rock interactions are the most important sources of SiO2, however, the high correlation between this element and the two anthropogenic contaminants (PO43− and NO3−) can be explained by silicate weathering mediated by nitrification (Batsaikhan et al., 2021). Because most of the variables linked to component 2 correlate to domestic sewage inputs and fertilizers this component can be called "the anthropogenic contamination component".
Strong positive loading of NO2− is described by component 3. The high levels of NO2− in groundwater refer to pollution caused by human activities. Moreover, the high concentration of this element is observed in the area surrounding the urban city of Imzouren which strongly suggests that it originated from sewage leachate. It is worth noting that traditional pit latrines are more commonly used in Morocco's rural and semi-rural areas (Mchiouer et al., 2022).
Component 4 describes the moderately positive loading of NH4. Its occurrence in groundwater might be attributed to anthropogenic operations such as the excessive use of fertilizers or sewage seepage (Wang et al., 2022). However, the fact that this element is found in significant quantities in places where agriculture is actively practiced leads us to believe that this fourth component has an agricultural origin. HCO3− is negatively correlated with the above-mentioned element which can be explained by its natural occurrence rather than anthropogenic activities. This natural process might typically be the dissolution of carbonate minerals in the rock formations that the Nekor river crosses since the lithology of the surrounding region is mostly composed of shale and limestone (Badmus et al., 2020; Salhi & Benabdelouahab, 2017).
Based on these PCA results, complex hydrogeochemical processes were exhibited together with weathering of recharge area material (including dissolution of gypsum, weathering of silicates, and weathering of sodium-containing feldspar), evaporation process, SWI, and anthropogenic effects like agriculture and seepage of residential sewage. These same conclusions have been reported by several authors (Chafouq et al., 2017; Ghalit et al., 2017; Nouayti et al., 2022; Vroey, 2012), and Chafouq et al. (2017) identified SWI as slightly contributing to the salinity of the Ghiss-Nekor aquifer.
Table 5
Assessment of the suitability of the PCA with varimax rotation using Kaiser-Meyer-Olkin (KMO) and Bartlett's tests.
Tests | Measured value |
Kaiser-Meyer-Olkin Measure of Sampling Adequacy | 0.642 |
Bartlett's Test of Sphericity | Approx. Chi-Square | 987.711 |
Degrees of freedom ( df ) | 78 |
Significance | 0.000 |
Table 6
Rotated component matrix for the geochemical parameters.
Variable | Component 1 | Component 2 | Component 3 | Component 4 |
Name | Salinization | Anthropogenic | Sewage origin | Agriculture origin |
EC | 0,984 | 0,022 | 0,088 | -0,020 |
Na | 0,966 | 0,120 | 0,044 | -0,041 |
Cl | 0,959 | 0,101 | 0,041 | 0,001 |
Mg | 0,923 | -0,239 | 0,128 | -0,062 |
K | 0,778 | 0,291 | -0,149 | 0,194 |
Ca | 0,627 | -0,564 | 0,280 | 0,100 |
PO4 | 0,125 | 0,905 | 0,074 | -0,053 |
SiO2 | 0,116 | 0,895 | 0,095 | -0,050 |
NO3 | 0,126 | 0,667 | 0,567 | 0,032 |
SO4 | 0,537 | -0,641 | 0,256 | 0,100 |
NO2 | 0,049 | 0,050 | 0,873 | -0,083 |
HCO3 | 0,224 | 0,096 | -0,029 | -0,778 |
NH4 | 0,247 | -0,016 | -0,100 | 0,679 |
Eigenvalue | 5,215 | 3,018 | 1,248 | 1,056 |
Variance (%) | 40,118 | 23,214 | 9,598 | 8,120 |
Cumulative (%) | 40,118 | 63,332 | 72,930 | 81,051 |
The bolded values represent positive loadings of the related variables in extracted components. | |
3.1.4. Water type (facies) spatial distribution
The primary ionic components of a sample are described by its water facies, commonly referred to as water type. The way that water reacts with minerals it has come into contact will affect the water type of a specific sample. Precipitation, dissolution, ion exchange, geological structure, and watershed/aquifer mineralogy are examples of these interactions.
The water type is identified by calculating the equivalents per liter contribution of each cation and anion to the overall concentration of ions in solution. We computed the "short" water type in AquaChem by concatenating the cation and anion with the greatest equivalent concentrations. We then used the GIS environment to map the results. Figure 6 depicts the geographical distribution of short water facies in the Ghiss-Nekor shallow aquifer. These calculations led to the identification of two major groundwater groups: NaSO4 and NaCl accounting for 56 and 38 percent of the total number of water samples examined, respectively. Most of the examined area is characterized by NaSO4-type water. The Mg-SO4-types account for only 6% of the total.
According to a research conducted by Ghalit et al. (2017), the predominant groundwater type found upstream of the study area were the Ca-SO4 and Mg-SO4 facies, which were formed by the dissolution of anhydrite or gypsum. The transition from the upstream (Ca-SO4) facies to the downstream (Na-SO4) facies might be explained by the ongoing enrichment of groundwater by sodium cation, which could be caused by the following mechanisms:
1- the hydrolysis of sodium-rich silicates, such as albite, following the reaction mentioned below (Earle, 2015) :
2NaAlSi3O8 + 9H2O + 2H+ ◊ Al2Si2O5(OH)4 + 2Na + 4H4SiO4
albite + water ◊ kaolinite + dissolved Sodium + silicic acid
2- If gypsum-containing water contacts or washes sodium-type clays from their formations, part of the calcium would replace the ion exchanger’s sodium and produce Na-SO4 (E. Garrett, 2001).
3- CaCO3 precipitation results in the creation of HCO3− ions, and in the case of sodium plagioclase water, Na+ and HCO3− ions are released. When NaHCO3 waters are combined with CaSO4 waters, the outcome might be the NaSO4 facies due to CaCO3 oversaturation.
These three processes might explain the abundance of Na-SO4 groundwater facies in the Ghiss-Nekor aquifer.
3.1.5. Ionic ratios
The above-mentioned methods and techniques prove the influence of SWI in the salinization of the Ghiss-Nekor aquifer. Since the relative proportion of individual ions in seawater has a tendency to be noticeably different from that of terrestrial waters (Jiao & Post, 2019), the ionic ratios Cl/ HCO3, SO4/Cl, and Na/Cl (in meq/L) were determined in order to assess the degree to which saltwater has impacted the study area's freshwater aquifer (Abdalla, 2015; Slama et al., 2022). Based on these calculations, scatter plots and their corresponding spatial distribution maps were created. Cl− is the predominant ion in seawater, but it is only present in extremely tiny amounts in groundwater, whereas HCO3−, which is present in big amounts in groundwater, is present only in very small amounts in seawater. A key indicator of SWI into the freshwater aquifer is the Cl/ HCO3 ratio, often known as Simpson's ratio (Wang et al., 2022). According to the hydrochemical analysis, the Cl/HCO3 ratio of the groundwater samples ranges from 0.57 to 25.77. Six categories of SWI effects might be identified using the Cl/HCO3 ratio (Table 7) (Todd & Mays, 2004). The results obtained are presented in Fig. 7 and exhibit six water points that exceed 6.6, i.e., are highly and severely contaminated.
Table 7
Pollution by seawater based on Simpson’s ratio.
Simpson ratio | Contamination degree | Percentage (Number of samples) |
≤ 0.5 | Not polluted | 0% (0) |
0.5–1.3 | Slightly polluted | 6% (3) |
1.3–2.8 | Moderately polluted | 34% (18) |
2.8–6.6 | Injuriously polluted | 48% (25) |
6.6–15.5 | Highly affected | 10% (5) |
> 15.5 | Severely affected | 2% (1) |
The molar ratios of SO4/Cl in the 52 sample points were computed to evaluate the effect of SWI in the Ghiss-Nekor aquifer, (Fig. 8). The computed ratios range from 0.17 for well number 47, which is located closer to the beach, to 2.19 for well number 16, which is located 6 km from the coastline. The SO4/Cl ratio found in 42% of the samples below the value 1 confirms that SWI has contaminated the aquifer since it shows that Cl− predominates over SO42− (Abdalla, 2015).
The Na/Cl molar ratio has frequently been utilized in order to determine the source of the salinity in groundwater (Aladejana et al., 2021; Telahigue et al., 2020). The Na/Cl molar ratio of our groundwater samples ranges from 0.76 to 1.46. When ratios go below the theoretical seawater ratio of 0.86, it means that fresh groundwater has become polluted by the seawater exchanger (Abdalla, 2015; Schoeller, 1956; Tran et al., 2020), i.e. inverse cation exchange takes place and Na+ is taken by the exchanger. Na/Cl ratios of less than 0.86 were discovered in 19% of the groundwater samples, indicating that the maritime environment affects the salinity of the water (Fig. 9).
The impact of SWI in the Ghiss-Nekor aquifer was determined using the Mg/Mg + Ca ionic ratio (Hounslow, 1995; Kura et al., 2014). Mg/Mg + Ca is present in seawater above a value of 0.5. The salinity in the aquifer, however, is thought to be caused by weathering of the dolomite or carbonate if the Mg/Mg + Ca is less than 0.5. These classifications revealed that weathering was occurring at all other monitoring locations, and the SWI was affecting 50% of the sampling points (Fig. 10).
3.1.6. Seawater intrusion indices
3.1.6.1. Groundwater quality index for SWI (GQIswi)
Many researchers have used solely the saltwater fraction (fsea) (Eq. 2) to assess SWI (Daniele et al., 2022; El Yousfi et al., 2022; Slama et al., 2022; Sonkamble et al., 2014), however, this index may not be sufficient on its own due to its numerous flaws (Tomaszkiewicz et al., 2014). Alternatively, Tomaszkiewicz et al. (2014) developed the Groundwater Quality Index specific to SWI (GQIswi) (Eq. 3), which is based on both the GQI of the saltwater fraction (fsea) (Eq. 4) and the GQIPiper(mix) (Eq. 5). Decision-makers may utilize the GQIswi to compile data into an easily transferable format for subsequent processing and spatial analysis inside a GIS framework (Rachid et al., 2017). In their research, Aladejana et al. (2021), Amiri et al. (2016), and Trabelsi et al. (2016) all had success using this approach. The GQIswi values can be in the range of 0 to 100, with 0 being saltwater and 100 denoting freshwaters. Index values are typically above 75 for freshwater and below 50 for saltwater and saline groundwater (Amiri et al., 2016). The calculation of GQIswi was processed using the downloadable Excel calculation sheet provided by Tomaszkiewicz et al. (2014) and Aladejana et al. (2021). Figure 11 shows the spatial distribution of GQIswi in the Ghiss-Nekor aquifer.
where Cl− sample is the Cl− concentration of the sampled water, Cl− freshwater corresponds to the Cl− content of the freshwater sample, and Cl− seawater is the chloride concentration of the Mediterranean seawater.
3.1.6.2. Seawater mixing index (SMI)
The relative level of seawater and freshwater mixing is measured using the seawater mixing index (SMI) (Abu Salem et al., 2022; Aladejana et al., 2021; Boumaiza et al., 2020; Khan et al., 2021), in which the major elements of seawater namely Cl−, SO42−, Na+, and Mg2+ were employed to compute this index using the Eq. (6):
$$SMI=\left(a\times \frac{{C}_{Na}}{{T}_{Na}}\right)+\left(b\times \frac{{C}_{Mg}}{{T}_{Mg}}\right)+\left(c\times \frac{{C}_{Cl}}{{T}_{Cl}}\right)+\left(d\times \frac{{C}_{{SO}_{4}}}{{T}_{{SO}_{4}}}\right)$$
6
where C indicates the concentration of the measured parameter in milligrams per liter; the letters a, b, c, and d correspond to the relative degree concentration proportions of sodium, magnesium, chlorine, and sulfur in seawater, their values are respectively a = 0.31, b = 0.04, c = 0.57, and d = 0.08. The letter T stands for the regional threshold values which are extrapolated from the interpretation of the probability curves (Edet, 2017), which are employed to distinguish between the samples in relation to the effects of seawater mixing (Park et al., 2005). The obtained threshold values (TNa= 741 mg/L, TMg= 182 mg/L, TCl= 912 mg/L, TSO4= 676 mg/L) (Fig. 12) were used to calculate SMI for each sample and then were geospatially interpolated (Fig. 13). The water is assumed to be impacted by saltwater mixing if the SMI is greater than 1, while freshwater is indicated by SMI values less than 1 (Abu Salem et al., 2022; Aladejana et al., 2021; Edet, 2017). The calculations revealed twelve places (W05, W19, W26, W27, W28, W31, W35, W38, W39, W50, and W52) had SMI values greater than one. This indicates that saltwater may have impacted these wells.
3.2. The GIS-based overlay analysis
The ionic ratio maps (Cl/HCO3, SO4/Cl, Na/Cl, and Mg/Mg + Ca), as well as the GQIswi and SMI maps, were overlaid together, by using the weighted sum tool in ArcGIS (Fig. 14a), to generate a map of the saltwater affected areas (Fig. 14b). The initial step in the reclassification process for the six maps was to use the Reclassify tool as part of the Spatial Analyst license in ArcGIS, where values of 1 and 0 were assigned to represent the presence or the absence of SWI, respectively. The values of each pixel in the six maps are summed up, i.e., each pixel in the final map has a value between 0 and 6, where 0 means “freshwater” and 6 means “seawater”. To prevent any layer from being favored over others and resulting in a biased outcome, we gave each map the same weight (Kura et al., 2014). The final map, which was created using the overlay analysis, clearly shows the area that has been most heavily polluted by seawater intrusion. SWI was mainly detected in coastal areas: surrounding the Ghiss river and along the coast between the Nekor river and the village of Hdid. Our findings are consistent with those of Salhi (2008), Vroey (2012), Chafouq et al. (2017), Ghalit et al. (2017), Benabdelouahab et al. (2019), and El Yousfi et al. (2022) in that the oceanfront areas east of the Nekor river have been affected by marine intrusion and extends in some areas two kilometers inward. In the present study, a marine intrusion phenomenon was also detected at the mouth of the Ghiss river.
Benabdelouahab et al. (2019) attributed the lack of evidence of an intrusion in this location at the time of their geophysical campaign to the Ghiss river's substantial water flow, which helped to maintain the balance of freshwater/saltwater in this area. Today, however, the region has seen a severe lack of precipitation, heavy irrigation pumping, and a sharp decline in water flow in the Ghiss river, which may explain the signs of SWI in this region.
The deposits along the seashore are generally made up of impermeable layers of silts and clay. Therefore, it is possible that SWI has occurred in the far eastern part of the Ghiss-Nekor plain due to the Trougout normal fault, which crosses the aquifer system (Chafouq et al., 2016, 2017). SWI was also observed in areas containing permeable deposits like in the case of the east side of the Nekor river mouth and the east side of the Ghiss river mouth where no faults have been identified by the geophysical campaign conducted by Benabdelouahab et al. (2019). Since the study area is known for recurrent tectonic activity, SWI may be intensified by the movement of seawater due to seismic waves caused by earthquakes (Won et al., 2019).
In other sites far inland, saline water was also found, including the urban area of Imzouren (W05, W27, and W28) (3.5 to 5 km far from the coast) and the rural area of Azrou (W19) (around 6 km far from the coast). In order to interpret the occurrence of saline water in these two regions, the scatter plot of NO3−/Cl− versus Cl− (Fig. 15) was created to help detect whether salinization is caused by SWI or by anthropogenic pollution (Wang et al., 2022). This technique demonstrated that three-quarters (W05, W19, and W27) of the aforementioned wells were prone to anthropogenic contamination, such as home sewage and agricultural operations (water irrigation inputs and excessive fertilizer usage), rather than SWI. Therefore, the area exposed to SWI did not surpass the first two kilometers from the shore, with the exception of well W28 (3.4 km from the coast), which demonstrated a facies of groundwater polluted by seawater. Vroey (2012) refuses to directly deduce the occurrence of SWI, using hydrochemical analyses, for wells located above 3 km far from the coast especially when the surrounding wells do not show the same facies, and instead assumes the intervention of other salinity causes linked to anthropogenic pollution such as wastewater discharges which can be deduced from the high levels of nitrate found in these areas. However, based on our simplified stratigraphic model of the Ghiss-Nekor aquifer, the high salinity in the area surrounding the urban city of Imzouren (W28) can be related to seawater that has encroached from the Souani area and became trapped where the clay-marly substratum is deep, significantly raising the salinity of the groundwater (Fig. 16). The absence of groundwaters showing seawater facies surrounding the contaminated wells may be due to the heterogenic nature of the aquifer which has different depths of impermeable layers (Salhi, 2008). The geophysical survey (Electrical resistivity tomography) carried out by Salhi (2008) and the use of isotopic analyses conducted by Chafouq et al. (2017) did not reveal any sign of SWI in this area, though additional and intensified campaigns in the area surrounding Imzouren would be of high interest to corroborate our hypotheses.
Rainwater, which resembles diluted saltwater, could not be ignored as another factor contributing to the increased salinity in coastal aquifers (Jiao & Post, 2019). Consequently, rains in the study area, combined with other salt sources, can raise the salinity of Ghiss-Nekor groundwater.
The use of ionic ratios or SWI indices independently to evaluate whether groundwater is susceptible to SWI is not practicable since each measure produces somewhat misleading or erroneous findings (Kura et al., 2014; Vroey, 2012; Werner et al., 2013). Therefore, by combining the suggested indices using the overlay approach, we were able to partially eliminate biased findings. Thus, this study emphasizes the need of employing several integrated techniques with a geographic information system to examine the possible contamination of groundwater by SWI and get accurate results.