Groundwater is fresh water that is stored in an underground zone, which is less vulnerable to pollution than surface water and communally used for economic, social, and ecological purposes. This study aimed to evaluate groundwater recharge potential by using a geographic information system (GIS) and remote sensing in the Ziway Abijata sub-basin, Central Rift Valley of Ethiopia. In the present study, the six parameters of soil drainage, slope, lineament density, drainage density, soil texture, and land use land cover were used. ArcGIS 10.3, ERDAS Imagine 2015, IDRISI Selva 17, Arc SWAT 10.3, and Google Earth Pro were applied. The results revealed that about 58 km2 (2.1%) and 1,442.5 km2 (52.9%) were ranked as excellent and good for the groundwater recharge potential. Consequently, about 1,183.2 km2 (43.4%) was covered by a moderate groundwater recharge zone. Larger parts of the study area were dominated by good and moderate groundwater recharge potential. Based on the results, we recommended that decision-makers, environmentalists, geologists, and other stakeholders will have a critical role in the improvements of the future sustainability and proper management of groundwater in the study area. Further researchers can investigate other ecological parameters and socio-economic data that were not included in the present study.

  • Evaluating a groundwater recharge potential zone plays a crucial role in the drought-vulnerable area.

  • Geospatial technology was applied for groundwater recharge potential zone mapping.

  • The study area was dominated by excellent (2.1%) and good (52.9%) groundwater recharge zones.

About 71% of the Earth's surface is covered with water, including groundwater (aquifers) and surface water sources such as lakes, rivers, and reservoirs (Huang et al. 2021; Chandnani et al. 2022; Cheng et al. 2022; L. Zhang et al. 2022; Y. Zhang et al. 2022). Ethiopia is the water tower of Africa by having 12 river basins with an annual runoff volume of 122 billion m3 of water and an estimated volume of 2.6–6.5 billion m3 of groundwater potential (Varady et al. 2023). Groundwater is fresh water that flows within aquifers below the water table, is less vulnerable to pollution than surface water, and is communally used for public water supply (Suciu et al. 2020; Tamiru & Wagari 2022; W. Zhu et al. 2022). It is the most important natural water resource stored in a saturated underground zone and moves slowly in the form of aquifers (Yeh et al. 2016; Chen et al. 2022; Tamiru et al. 2022). Groundwater recharge occurs when additional water seeps occur into underground aquifers either incidentally or intentionally from the surface area (Mishra & Dubey 2015; H. Liu et al. 2022, 2023b). In addition, Alrawi et al. (2022) reported about 46% of high potential groundwater recharge zone and 54% and 49.4% areas of poor potential groundwater recharge zone in the Al-Qalamoun region of Syria by using the analytical hierarchy process (AHP) and the multi-influence factor (MIF) method, respectively.

The occurrence and intensity of groundwater recharge zone vary from place to place due to determinant factors like soil texture, infiltration capacity, precipitation rate, climate condition, and vegetation cover on the surface area (Mengistu et al. 2022; H. Liu et al. 2023a; Pei et al. 2023). About 185 billion m3 of groundwater held in sedimentary, volcanic, and Quaternary rocks covers 924,140 km2 of Ethiopian highland and Rift Valley (Alemayehu et al. 2006). Consequently, Seifu et al. (2022) reported that about 84% of moderate groundwater potential zones, 14% of high groundwater potential zones, and 2% of low and high potential zones were identified in Fafen-Jerer of the Ethiopian sub-basin. Moreover, about 33.6% and 16.8% were classified as very good and good groundwater recharge potential zones, while about 23.3%, 20.2%, and 22.9% were classified as very poor, poor, and moderate groundwater recharge potential zones, respectively, in the Guder River Basin (Duguma & Duguma 2022). The previous studies indicate that the status and distribution of groundwater resources with their ecological, social, and economic aspects in different parts of Ethiopia (Wada et al. 2016; Xie et al. 2019). According to Berhanu et al. (2014), groundwater provides 90% of the industrial supply and around 70% of the rural water supply. In addition, pastoralists use groundwater for livestock watering and small-scale agricultural practices (Tamiru & Wagari 2021).

Groundwater plays a critical role in reducing food insecurity in drought-susceptible areas around the Ethiopian Rift Valley. The groundwater potential zone particularly around the Ethiopian Rift Valley faces significant challenges due to human-induced factors. Several studies highlighted the effects of climate change, land use land cover change (LULC), and agricultural drought on groundwater resources (Berhanu et al. 2014; Bambrick et al. 2015; Desta & Lemma 2017; Godebo et al. 2021; Li et al. 2021; Ayalew et al. 2022; Daniel & Abate 2022; M.Yang et al. 2023). However, the identification of the groundwater recharge potential zone has received little attention in the study area to date.

The lack of sufficient information on the availabilities and accessibilities of groundwater recharge potential zones causes a serious challenge for prioritizing and applying conservation action. Scientific investigations were recommended as the core solution in order to restore and improve the sustainable management of groundwater resources. Geographical information systems (GIS) and remote sensing were advanced technology used to analyze and visualize the groundwater recharge potential zone. Therefore, the present study aimed to fill the existing research gap by evaluating the groundwater recharge potential zone by using GIS and remote sensing with the AHP in the Ziway Abijata sub-basin, Central Rift Valley of Ethiopia.

Description of the study area

This study was conducted in the Ziway Abijata sub-basin, in the Central Rift Valley of Ethiopia. Geographically, the study area is situated between 7°0′00′′ and 7°37′30′′N and 38°15′00′′ and 38°52′30′′E, with an area of 2,725 km2 (Figure 1). The Ziway Abijata sub-basin exhibits high topographic variation that ranges from 1,538 to 2,730 m above the mean sea level. The agro-climate of the study area existed in lowland (kola) and midland (woina dega) due to variations of elevation. The landscapes of the southern and northern parts of the study area were lowland, whereas the central, eastern, and western parts of the study area were dominated by highlands. The Rift Valley has a variety of climates, from hot and dry to mild and humid. With its bimodal rainfall, the Ethiopian Rift Valley often resembles the semi-arid and sub-humid parts of East Africa (Abrar et al. 2023). The study area is known for humid to sub-humid conditions, with an average variation between 15 and 20 °C in the highlands and semi-arid areas. The mean annual rainfall varies from 650 to 1,150 mm (Wolteji et al. 2022), and the study area gets high rainfall between May and September.
Figure 1

Location map of the study area.

Figure 1

Location map of the study area.

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Data sources and descriptions

Different biophysical factors were obtained and downloaded to assess the groundwater recharge potential zone in the study area. In this study, Landsat OLI/TIRS 2022 was downloaded from EarthExplorer (https://www.usgs.gov/) for the classification of LULC types. Geology data were obtained from the Ethiopian Geological Survey to extract lineament data. A digital elevation model (DEM) was downloaded from the ASTER website to delineate the study area boundary and to generate a slope and drainage network. Soil properties like soil texture and soil drainage were acquired from the Ethiopian Ministry of Agriculture for this study (Table 1 and Figure 2).
Table 1

Data types and sources

Data typesDescriptionsResolutionSources
Soil properties Texture and drainage 30 m Ethiopian Ministry of Agriculture 
ASTER DEM Watershed, slope, drainage network 30 m ASTER website 
Geology Lineament 30 m Ethiopian Geological Survey 
Landsat OLI/TIRS 2022 LULC types 30 m EarthExplorer (USGS website) 
Data typesDescriptionsResolutionSources
Soil properties Texture and drainage 30 m Ethiopian Ministry of Agriculture 
ASTER DEM Watershed, slope, drainage network 30 m ASTER website 
Geology Lineament 30 m Ethiopian Geological Survey 
Landsat OLI/TIRS 2022 LULC types 30 m EarthExplorer (USGS website) 
Figure 2

Methodological flowchart.

Figure 2

Methodological flowchart.

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Software packages used in the study

Several software packages were used to analyze the groundwater recharge potential zone in the study area. For instance, ArcGIS 10.3 software was used to analyze and visualize all the factors represented by GIS thematic layers and to produce the groundwater recharge potential zone map. ERDAS 2015 and Google Earth Pro were applied for the LULC classification and accuracy assessment. IDRISI Selva 17 was also used to calculate pairwise comparisons and weights of the parameters in this study, whereas Arc SWAT was used for watershed delineation of the study area.

Method of data analysis

In the present study, the six factors of soil texture, soil drainage, slope, lineament density, drainage density, and LULC were selected. The parameter ratings and ranges for this study are indicated in Table 2.

Table 2

Rating parameters for groundwater recharge potential zone mapping

ParametersClassification criteria and scale
UnitExcellentGoodModerateLowPoor
Soil texture Class Sandy loam Loam Sandy clay loam Sandy clay Clay loam 
Soil drainage Class Well Moderate Somewhat excessive Imperfect Poor 
Slope Degree 0–2 2–5 5–12 12–22 >22 
Lineament density km/km2 >0.03 0.03–0.02 0.02–0.01 0.01–0.0038 <0.0038 
Drainage density km/km2 >8.8 8.8–6 6–3.4 3.4–1.2 <1.2 
LULC Class name Water body Forest land Grassland Agricultural land Built-up area, bare land 
ParametersClassification criteria and scale
UnitExcellentGoodModerateLowPoor
Soil texture Class Sandy loam Loam Sandy clay loam Sandy clay Clay loam 
Soil drainage Class Well Moderate Somewhat excessive Imperfect Poor 
Slope Degree 0–2 2–5 5–12 12–22 >22 
Lineament density km/km2 >0.03 0.03–0.02 0.02–0.01 0.01–0.0038 <0.0038 
Drainage density km/km2 >8.8 8.8–6 6–3.4 3.4–1.2 <1.2 
LULC Class name Water body Forest land Grassland Agricultural land Built-up area, bare land 

Soil texture

Soil texture is the main parameter used for assessing the groundwater recharge potential zone. There are five types of soil texture in the Ziway Abijata sub-basin. These are sandy loam, loam, sandy clay loam, sandy clay, and clay loam. According to the study by Githinji et al. (2022), soil textures sandy loam and loam were excellent and good, respectively, to assess groundwater recharge. In addition, sand clay loam and sandy clay were categorized under moderate and low, respectively, while clay loam was classified under the poor groundwater recharge potential zone.

Soil drainage

Soil drainage is another essential factor, and five soil drainage types existed in the study area. These are: well, moderate, somewhat excessive, imperfect, and poor. According to a previous study, from the types of soil drainage, well and moderate soil drainage were excellent and good, respectively, to assess groundwater recharge potential zones. Consequently, somewhat excessive and imperfect soil drainage were categorized into moderate and low groundwater recharge potential zones, respectively. However, poor soil drainage was classified under the poor groundwater recharge potential zone (Bera et al. 2020; Xu et al. 2023).

Slope

The slope was an essential parameter to assess the groundwater recharge potential zone and it was generated from a DEM. According to the study by Pande et al. (2018), the slope variation for determining the groundwater potential zone ranges from 0° to 2°, 2° to 5°, 5° to 12°, 12° to 22°,, and greater than 22°. In this classification, 0°–2° and 2°–5° were excellent and good groundwater recharge, respectively. In addition, 5°–12° and 12°–22° were classified as moderate and low groundwater recharge potential zone, respectively, whereas a slope greater than 22° ranked as poor for groundwater recharge potential zone mapping.

Lineament density

Lineament density is an essential geological type that revealed the penetration of rainfall to the ground. The lineament data of the study area were extracted from the Ethiopian geological map. According to the study by Hassini et al. (2022), lineament density was classified into the range greater than 0.03, 0.03–0.02, 0.02–0.01, 0.01–0.0038, and less than 0.0038 km/km2 in this study. High lineament density was excellent for groundwater recharge, whereas low lineament density was poor for groundwater recharge potential zone mapping. The lineament density of the study area was calculated as the following formula:
(1)
where LD is the lineament density, is the total length of lineaments (m), and A is the area of the study area (m2).

Drainage density

The drainage network was another important factor for groundwater potential zone mapping (Ibrahim-Bathis & Ahmed 2016), and it was generated from topographic data (elevation) of the study area by Arc SWAT software. Drainage density was calculated from the drainage network in the ArcGIS environment by using line density. It is described in km/km2 and classified into intervals with greater than 8.8, 8.8–6, 6–3.4, 3.4–1.2, and less than 1.2 km/km2. According to the report by Kadam et al. (2020), high drainage density was excellent for groundwater recharge potential zones and low drainage density was poor for groundwater recharge potential zones in the study area. According to Selvam et al. (2015), drainage densities were determined for each grid square using the following formula:
(2)
where DD is the drainage density, AWS is an area of the watershed, and LWS is the total length of streams in the watershed.

Land use and land cover types

The land use and land cover (LULC) was classified from Landsat OLI/TIRS 2022 by using supervised classification with a maximum likelihood algorithm. The classified LULC types include built-up area, agricultural land, water body, forest land, and bare land. According to the study by Senapati & Das (2022), water bodies and forest land were categorized under excellent and good groundwater recharge potential zone mapping, respectively. Consequently, grassland and agricultural land were classified as moderate and low groundwater recharge potential zones, whereas built-up areas and bare land were classified as poor groundwater recharge potential zone mapping. The accuracy assessment of LULC classes of the study area was validated by using Google Earth Pro.

AHP for groundwater recharge potential zone mapping

The AHP method-based multi-criteria evaluation (MCE) analysis was used to compute the criteria weights of spatial data to determine the groundwater recharge potential zone by a scientific ratio scale of 1–9 (Moisa et al. 2023). To model the potential zone of groundwater recharge, targeted parameters of soil texture, soil drainage, slope, lineament density, drainage density, and LULC, and the relative values of each factor were calculated in IDRISI Selva 17 environments (Table 3). A pairwise comparison matrix was applied to reclassify weight parameters based on their relative importance and the degree of influence for mapping the groundwater recharge potential zone in the study area (Moisa et al. 2022a; Gao et al. 2023). According to Moisa et al. (2022b), the consistency ratio was computed from the consistency index (Equation (3)). The consistency ratio of this study was 0.03, which was less than 0.1 (Moisa et al. 2022c, 2022d; Z. Liu et al. 2023).

Table 3

Pairwise comparison of the parameters

FactorsStxtSdrgSlopeLmdDadLULCWeight
Stxt 0.29 
Sdrg 1/2 0.25 
Slope 1/2 1/2 0.15 
Lmd 1/2 1/2 1/2 0.13 
Dad 1/2 1/2 1/2 1/2 0.1 
LULC 1/3 1/3 1/2 1/2 1/2 0.08 
3.3 4.83 6.5 9.5 13 
FactorsStxtSdrgSlopeLmdDadLULCWeight
Stxt 0.29 
Sdrg 1/2 0.25 
Slope 1/2 1/2 0.15 
Lmd 1/2 1/2 1/2 0.13 
Dad 1/2 1/2 1/2 1/2 0.1 
LULC 1/3 1/3 1/2 1/2 1/2 0.08 
3.3 4.83 6.5 9.5 13 

Stxt, soil texture; Sdrg, soil drainage; Lmd, lineament density; Dad, drainage density; LULC, land use land cover.

The consistency formula is shown as follows:
(3)
where λmax is the largest eigenvalue of the pairwise comparison matrix and n is the number of classes.
Then, the CR was taken by the following formula:
(4)
where RI is the ratio index/average value of CI for random matrices.

MCE for groundwater recharge potential zone mapping

After ranking each criterion's importance for determining the groundwater recharge potential zone, all criteria maps were combined using suitability indices (Moisa et al. 2022b). The value of the suitability indices was calculated as follows:
(5)
where SI is the suitability index, Wi is the weight of factor i, and Xi is the normalized criterion score of the factor. Finally, the weights were assigned based on their degree of influence.

Parameters used for the modeling of groundwater recharge potential zone

Soil drainage

Soil drainage refers to how extra water drains from the soil upward and downward in the soil profile. In hydrology, the movement of water in the form of evaporation, precipitation, runoff, and infiltration was basically influenced by soil drainage capacity (Zhao et al. 2013). Hence, soil drainage is the main important factor in the identification of groundwater recharge potential zones. The result revealed that about 2,172.4 km2 (79.7%) was occupied by well soil drainage, which is excellent for the groundwater recharge potential zone. In addition, about 273.8 km2 (10%) of the area was dominated by moderate types of soil drainage. However, the remaining 10.8 km2 (0.4%) was occupied with poor soil drainage, which was ranked under the poor groundwater potential zone in the study area (Table 4). Geographically, the central and northern parts of the study area were classified as excellent areas for the groundwater recharge potential zone, but the southern part was considered as a low and poor groundwater potential zone of the study area (Figure 3(a)). The results of this study are more consistent with those of Yeh et al. (2016), which imply the presence of 1.2% of excellent potential groundwater recharge zone, 11.6% of good groundwater recharge zone, 11.7% of moderate groundwater recharge potential zone, and 45.6% of poor groundwater recharge zone in the Hualian River of Taiwan.
Table 4

Soil drainage and area coverage

Soil drainageArea (km2)Area (%)
Poor 10.8 0.4 
Imperfect 159.3 5.8 
Moderate 273.8 10.0 
Well 2,172.4 79.7 
Somewhat excessive 108.7 4.0 
Total 2,725.0 100.0 
Soil drainageArea (km2)Area (%)
Poor 10.8 0.4 
Imperfect 159.3 5.8 
Moderate 273.8 10.0 
Well 2,172.4 79.7 
Somewhat excessive 108.7 4.0 
Total 2,725.0 100.0 
Figure 3

(a) Soil drainage, (b) slope, and (c) lineament density.

Figure 3

(a) Soil drainage, (b) slope, and (c) lineament density.

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Slope

Slopes with gentle (0°–2°) and moderate (2°–5°) landform classes were considered excellent and good for the groundwater recharge potential zones. Flat land with a minimum slope was characterized by a lower speed of surface runoff and higher water retention capacity, which assists groundwater recharge. The result shows that about 31.9% and 36.9% of the study area were classified under excellent and moderate groundwater potential zones, respectively. Besides this, the remaining 2.7% of the study area was occupied by a steep slope, which is categorized under a poor groundwater potential zone. Based on slope classification, larger parts of the study area were occupied by excellent and moderate groundwater recharge potential zones (Table 5). Spatially, northern and southern parts particularly around Shala Abijata and Hawassa Lake were considered as the excellent groundwater potential zone. However, southern and western parts of the study area were occupied by the poor groundwater recharge zone (Figure 3(b)). The results of this finding are more in line with those of Hassini et al.(2022), where a gentle slope was more excellent for groundwater recharge than a steep slope in the Regueb basin of central Tunisia.

Table 5

Slope ranges and their coverage

Slope (degree)Area (km2)Area (%)
0–2 868.4 31.9 
2–5 1,005.9 36.9 
5–12 564.6 20.7 
12–22 211.5 7.8 
>22 74.6 2.7 
Total 2,725.0 100.0 
Slope (degree)Area (km2)Area (%)
0–2 868.4 31.9 
2–5 1,005.9 36.9 
5–12 564.6 20.7 
12–22 211.5 7.8 
>22 74.6 2.7 
Total 2,725.0 100.0 

Lineament density

Lineament density was calculated from lineament data, which is more important for determining the groundwater potential zone. An area with high lineament density was ranked as excellent for the groundwater recharge zone. However, low lineament density was classified as a poor groundwater recharge potential zone. Geographically, the southern and southwestern parts were characterized by an excellent groundwater recharge potential zone, whereas the central and northern parts of the study area were indicated as poor for groundwater recharge (Figure 3(c)). The previous studies that have been conducted in the Ajani-Jhiri watershed of north Maharashtra of India showed that high lineament density was excellent for groundwater potential zone mapping (Ardakani et al. 2022; Sahu et al. 2022; X. Zhu et al. 2022; Yin et al. 2023).

Drainage density

The drainage density was expressed in km/km2 and characterized as the total length of all the streams divided by the total area of the drainage basin. High drainage density was excellent, whereas low drainage density was poor for groundwater recharge. Geographically, central parts of the study area were confirmed as an excellent potential zone for recharging groundwater, whereas northern and southern parts were a poor potential zone for recharging groundwater, respectively (Figure 4(a)). The finding of this study is more consistent with the studies of Zhou et al. (2021), Ardakani et al. (2022), Kumari et al. (2022), and Yuan et al. (2023), which indicated that high drainage density was much better than low drainage density for groundwater recharge.
Figure 4

(a) Drainage density, (b) soil texture, and (c) LULC types.

Figure 4

(a) Drainage density, (b) soil texture, and (c) LULC types.

Close modal

Spatially, the central part of the study area was ranked as excellent for the groundwater recharge potential zone. However, the northern and southern parts were classified as poor groundwater potential zone (Figure 4(a)).

Soil texture

Soil texture is another determinant factor, which may limit the groundwater recharge capacity of an area. Soil texture classifies soil into clay, sandy loam, and loam based on the proportion of sand, clay, and silt-sized particles in water-holding capacity (J. Yang et al. 2022; C. Yang et al. 2023; Zhou et al. 2022). The rate of the groundwater recharge was influenced by soil texture. An area with sandy loam, loamy sand, and sandy soil texture was characterized as having high capacity for groundwater recharge due to the presence of a larger porosity size for water infiltration (Yue et al. 2021; Parker et al. 2022; Zhuo et al. 2022). The results show that about 424.9 km2 (15.6%) of the study area was classified as an excellent groundwater recharge zone due to the domination of sandy loam soil texture. Similarly, about 2,254 km2 (82.7%) of the area was covered with sandy clay loam soil texture and a moderate potential zone for recharging groundwater. However, the remaining 12 km2 (0.4%) of the study area was covered with clay loam soil texture and ranked as poor for recharging groundwater. Hence, a moderate potential groundwater zone occupies larger parts of the study area than the other classes (Table 6).

Table 6

Soil texture and its coverage

Soil textureArea (km2)Area (%)
Sandy clay 12.4 0.5 
Clay loam 12.0 0.4 
Sandy clay loam 2,254.0 82.7 
Loam 21.7 0.8 
Sandy loam 424.9 15.6 
Total 2,725.0 100.0 
Soil textureArea (km2)Area (%)
Sandy clay 12.4 0.5 
Clay loam 12.0 0.4 
Sandy clay loam 2,254.0 82.7 
Loam 21.7 0.8 
Sandy loam 424.9 15.6 
Total 2,725.0 100.0 

Geographically, a central part of the study area was an excellent groundwater recharge potential zone, while a southern part was characterized by a poor groundwater recharging zone (Figure 4(b)). The result of this study was more in line with Wadi et al. (2022), which confirmed that sandy soils have higher water infiltration than clay soil and that there is a high potential zone for groundwater recharge in the semi-arid crystalline rock context of Biteira district, Sudan.

Land use and land cover

Land use land cover types have an influence on the groundwater recharge capability. LULC classes in this study area include agricultural land, bare land, built-up area, forest land, grassland, and water body. From classified LULC classes, water body, forest land, grassland, and agricultural land were ranked as excellent, good, moderate, and lower potential zones for recharging groundwater, respectively. However, bare land and built-up area were ranked as poor for groundwater recharge potential zone mapping. Bare land was characterized by a high rate of surface runoff and soil evaporation, which limited groundwater recharge. Additionally, a built-up area degrades the forest, which absorbs and slows the rate of surface runoff that seeps into the soil to enhance groundwater recharge (Table 7). Water bodies, grassland, and forest land were more suitable than agricultural land and bare land for recharging groundwater due to their capacity for increasing infiltrations by holding rainwater for a certain period of time.

Table 7

LULC types and their coverage

LULC typesArea (km2)Area (%)
Agricultural land 1,046.4 38.4 
Bare land 20.8 0.8 
Built-up area 613.0 22.5 
Forest 249.1 9.1 
Grassland 604.5 22.2 
Water body 191.2 7.0 
Total 2,725.0 100.0 
LULC typesArea (km2)Area (%)
Agricultural land 1,046.4 38.4 
Bare land 20.8 0.8 
Built-up area 613.0 22.5 
Forest 249.1 9.1 
Grassland 604.5 22.2 
Water body 191.2 7.0 
Total 2,725.0 100.0 

Spatially, the southern and south eastern parts of the study area were excellent and good for groundwater recharge, whereas the central and western parts were low and poor in groundwater recharge, respectively (Figure 4(c)). The result of this study is more consistent with Siddik et al. (2022), which indicated that LULC change has an impact on groundwater recharge in northwestern Bangladesh. In addition, a recent study (Warku et al. 2022) conducted in the upper Gibe watershed stated that LULC has an impact on groundwater recharge potential zone mapping.

Groundwater recharge potential zone of the study area

Identification of the groundwater recharge potential zone was essential for providing appropriate management action for groundwater resources. Restoration of poor recharge potential zones and conservation of high recharge potential zones can be applied after the appropriate identification of groundwater status. The potential land suitability for groundwater recharge in Ziway Abijata was aggregated from six factors. All targeted parameters were reclassified in the ArcGIS environment and overlaid by using a weighted overlay in the spatial analyst tool. The results show that about 58 km2 (2.1%) and 1,442.5 km2 (52.9%) of the area were dominated with excellent and good groundwater recharge potential zone mapping. In addition, moderate groundwater recharge was occupied with an area of 1,183.2 km2 (43.4%), whereas 30.2 km2 (1.1%) and 11.1 km2 (0.4%) areas were categorized as low and poor groundwater recharge potential zones, respectively, in the Ziway Abijata sub-basin (Table 8). The eastern and southern parts of the study area were dominated by the excellent groundwater recharge potential zone due to the existence of a gentle slope, sandy loam soil texture, well soil drainage, high lineament density, and high drainage density nearest to a water body. Consequently, the central part of the study area was dominated by a good groundwater recharge potential zone. However, some southern and northern parts of the study area were occupied with low and poor groundwater recharge (Figure 5). The present study was more consistent with the previous studies (Haile et al. 2022; Hassini et al. 2022; Melese & Belay 2022; Mengistu et al. 2022; Warku et al. 2022; Abrar et al. 2023).
Table 8

Groundwater recharge potential zone mapping and its coverage

Groundwater recharge zoneArea (km2)Area (%)
Poor 11.1 0.4 
Low 30.2 1.1 
Moderate 1,183.2 43.4 
Good 1,442.5 52.9 
Excellent 58.0 2.1 
Total 2,725.0 100.0 
Groundwater recharge zoneArea (km2)Area (%)
Poor 11.1 0.4 
Low 30.2 1.1 
Moderate 1,183.2 43.4 
Good 1,442.5 52.9 
Excellent 58.0 2.1 
Total 2,725.0 100.0 
Figure 5

Groundwater recharge potential zone map.

Figure 5

Groundwater recharge potential zone map.

Close modal

The identification of a groundwater recharge potential zone plays a crucial role within a critical drought-vulnerable area due to surface water resources and rainfall scarcity. It provides clues on how and what extent the groundwater resource is to be utilized to minimize wastage of water resources. In the present study, geospatial technologies with the AHP were applied to evaluate the groundwater recharge potential zone in the Ziway Abijata sub-basin of the Central Ethiopian Rift Valley. High groundwater potential areas required continual follow-up and appropriate modes of utility to improve the sustainability of existing resources. In addition, the area covered with low and poor groundwater recharge potential zones requires a sustainable management. Based on the result, we suggested that decision-makers, environmentalists, water resource management offices, geologists, and other concerned stakeholders will have a great responsibility for sustainable utilization and proper management of the identified groundwater recharge potential zone in the study area. In addition, further studies can evaluate the groundwater recharge potential zone by using ecological parameters and socio-economic data, which were not included in the present study.

The authors acknowledge Wollega University Shambu Campus, Raya University, Mattu University, Bedele Campus, and Jimma University College of Agriculture and Veterinary Medicine for the existing facilities to conduct this study.

M.B.M. and M.M.G. participated in research design, document analysis, and manuscript writing. G.F.N., D.G.O. and M.L.D. participated in data collection, methodology, data analysis, and interpretation. K.T.D., Z.R.R., and D.O.G. participated in the research design, literature review, data analysis, and final draft edition. All authors read and approved the final manuscript for publication.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

Abrar
H.
,
Legesse Kura
A.
,
Esayas Dube
E.
&
Likisa Beyene
D.
2023
AHP based analysis of groundwater potential in the western escarpment of the Ethiopian rift valley
.
Geology, Ecology, and Landscapes
7 (3), 175–188.
https://doi.org/10.1080/24749508.2021.1952761
.
Alemayehu
T.
,
Legesse
D.
,
Ayenew
T.
,
Mohammed
N.
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