Although many people agree that groundwater is cleaner than surface water, it is affected by different factors that need assessment of its quality. However, little has been done so far in Damot Gale Woreda. Therefore, this study aimed to evaluate the groundwater quality in Damot Gale Woreda for drinking purposes. Fifteen samples were collected from 15 wells. The seasonal variation maps for each parameter were prepared using ANOVA, and the spatial distribution maps of quality parameters were prepared using the Kriging method in ArcGIS 10.3. The results of the physicochemical parameter analysis indicate variations in water temperature, pH levels, total dissolved solids, and electrical conductivity. The concentrations of both cations and anions were observed within a certain range. Additionally, the presence of iron and fluoride was detected, along with varying levels of turbidity. In the water quality index in both dry and wet seasons, 80% of the water fell in the excellent range, and 20% fell in the good range. Therefore, all the samples were suitable for drinking purposes. The results of the study concluded that evaluation was effective and can also be applied in decision-making for effective groundwater resources monitoring in the study area.

  • Here are four key highlights of the study.

  • Comprehensive quality assessment.

  • Seasonal and spatial analysis.

  • Favorable water quality results.

  • Implications for resource management.

Since water is the lifeblood of the world, it is considered an essential national resource. The availability of water resources was linked to both economic and social progress, suggesting that development was significantly impacted by the availability and management of these resources. This natural resource is found either on the surface (Beza et al. 2023) or on the ground (Winter et al. 2005).

In many nations, groundwater is the primary supply of water for industrial, agricultural, and residential uses. Presently, groundwater abstraction accounts for 26% of all freshwater removal worldwide, providing nearly half of all drinking water and 43% of irrigation consumption (Taylor et al. 2013; Koncagül & Tran 2022; Mseli et al. 2023). The only dependable supply of water in dry and semi-arid areas is groundwater (Mseli et al. 2023). Most people agree that groundwater is far cleaner than surface water. However, several variables impact the quality of groundwater, including the release of domestic, agricultural, and industrial wastewater, land use practices, geological formations, rainfall patterns, and infiltration rates (Stefanakis et al. 2015; Xiao et al. 2023).

Water naturally contains a wide variety of dissolved inorganic elements. These comprise calcium, magnesium, sodium, and potassium (cations) and chloride, sulfate, carbonate, and bicarbonate (anions), and they make up about 90% of the total dissolved solids (TDS) in water (Kahsay et al. 2019). Iron and strontium (cations) and nitrate, phosphate, and fluoride (anions) are examples of minor ingredients (WHO 2017). The content of trace elements such as As, Cr, Pb, Mn, and U will be less than 0.1 mg/L (Smedley & Kinniburgh 2002; WHO 2017).

The water's quality is determined by its physical and chemical properties, as well as any alterations brought about by human activities (Zeabraha et al. 2020; Chinthala et al. 2023). Water chemistry analysis is used to describe the physical, chemical, and biological characteristics of water concerning its suitability for a certain application.

To confirm if the observed water quality is appropriate for an intended application, the primary goal of the hydrochemistry evaluation is to comprehend the processes that determine groundwater quality, both naturally occurring and due to human activity, to fulfill the minimum requirement for drinking (Postma & Appelo 1936; WHO 2012). Although groundwater is an invisible resource that most people are unaware of, human activity and climatic variability put increasing strain on it, necessitating a global evaluation of groundwater quality (Giao et al. 2023). The groundwater quality index (GWQI) technique is used for assessing changes in groundwater quality across time and space (Pappaka et al. 2024). The process is predicated on the selection of several chemical parameters and the assumption of a weight based on the significance of each parameter. This weight is primarily inferred from the background and experience of the researcher. To assess the suitability of water for drinking, several researchers conducted GWQI (Giao et al. 2023; Tesema et al. 2023; Pappaka et al. 2024).

Enormous evaluations have been done on the appraisal of groundwater quality for drinking in Ethiopia (Kahsay et al. 2019; Zeabraha et al. 2020; Aragaw & Gnanachandrasamy 2021; Tegegne et al. 2023; Tesema et al. 2023). But unfortunately, so far, little has been done in the Wolaita Zone, particularly in Damot Gale Woreda. To address this gap, this study aims to evaluate the groundwater quality status, focusing on its suitability for drinking purposes. To address this problem, a research question was raised: how do seasonal variations and spatial distribution patterns influence the groundwater quality in Damot Gale Woreda, and is the water suitable for drinking purposes based on physicochemical parameters and the water quality index (WQI)? The novelty of this study lies in its comprehensive assessment of groundwater quality in Damot Gale Woreda, an area with limited prior research on this topic. By integrating seasonal variation analysis using analysis of variance (ANOVA) and spatial distribution mapping through Kriging in ArcGIS 10.3, the study provides valuable insights into both temporal and spatial groundwater quality dynamics. It not only evaluates multiple physicochemical parameters but also employs the WQI to categorize drinking water suitability in both dry and wet seasons. This integrated approach offers a robust methodology for groundwater monitoring and decision-making, serving as a baseline for future studies and sustainable water resource management in the region. The main limitation of the study was measurement error when the sample was taken.

Description of the study area

Damot Gale Woreda is one of the woredas in Woliata of the southern Ethiopia regional state, located at a distance of 382 and 157 km southwest of Addis Ababa and Awassa, respectively. The study was conducted in Damot Gale Woreda, a southern Ethiopia regional state, having a total area of 1,368.115 ha. The woreda is geographically located between 6°54′ latitude North and 37°45′ longitude East (Figure 1). It is located west of the Great Ethiopian Rift Valley and at the eastern margin of the southwestern highlands. The town is established at the foot of the mountain Damot, and from this mountain, its altitude descends in all directions. The relief of the town is mainly characterized by mountains, gorges, and plain lands, especially towards the south. The elevation of the town varies from 1,800 to 2,100 m above sea level.
Figure 1

Location map of the study area.

Figure 1

Location map of the study area.

Close modal

The average elevation of the surrounding area, together with the precipitation and temperature records, places Damot Gale Woreda on the border between the temperate and tropical climate zones. The maximum temperature record is 27.2 °C, and the minimum temperature is 7.5 °C. Precipitation in the catchment has strong seasonal and elevation variability. The wet season extends from April to October. However, July and August are the wettest months of this season. The average annual rainfall is nearly 1,212 mm.

Methodology

Data processing, quality testing, data organization, and geographic information system (GIS) input preparation were carried out after the required data was acquired. Following this, a two-season variation diagram was created using ANOVA, spatial data mapping was completed, and groundwater resource quality and drinking suitability were evaluated.

Selection of parameters for analysis

The selection of parameters to be analyzed depends on the purpose of the groundwater quality survey and monitoring goals, and this needs careful consideration.

The selection of water quality parameters in this study is justified based on their significance in assessing the potability, safety, and overall quality of groundwater for human consumption.

Physicochemical parameters (temperature, pH, TDS, electrical conductivity (EC)):

  • Temperature influences chemical reactions, microbial activity, and the solubility of minerals.

  • pH determines the acidity or alkalinity of water, affecting corrosion, solubility of metals, and biological processes.

  • TDS and EC indicate the concentration of dissolved salts, minerals, and ions, affecting water palatability and usability.

Major cations and anions (Ca2+, Mg2+, Na+, K+, Cl, , ):

  • Calcium (Ca2+) and magnesium (Mg2+) are essential for water hardness, influencing scaling and human health.

  • Sodium (Na+) and potassium (K+) affect drinking water taste and can pose health risks at high concentrations.

  • Chloride (Cl) in excess can indicate contamination and lead to a salty taste.

  • Bicarbonate plays a role in buffering capacity and pH stability.

  • Sulfate is essential to assess due to its potential laxative effects in high concentrations.

Nutrients and contaminants (, Fe, F):

  • Nitrate is a key indicator of agricultural and wastewater contamination, posing health risks such as methemoglobinemia.

  • Iron (Fe) can cause discoloration, staining, and taste issues in drinking water.

  • Fluoride (F) is monitored due to its dual impact – beneficial at optimal levels for dental health but harmful at excessive concentrations, leading to fluorosis.

Turbidity: Turbidity measures water clarity and can indicate the presence of suspended particles, microbial contamination, and sedimentation issues.

Sampling technique and data analysis

To estimate the physicochemical properties of groundwater boreholes (BHs) and shallow wells (SHWs) to evaluate the quality of groundwater for drinking purposes, a total of 15 groundwater samples were collected from July to August of 2023 for the wet season and February 2024 for the dry season.

These samples were analyzed for sodium (Na+), magnesium (Mg2+), calcium (Ca2+), potassium (K+), chloride (Cl), sulfate , carbonate , bicarbonate , nitrate , and fluoride (F) within 48 h of collection. The water samples from 15 different sampling sites have been analyzed independently without combining the samples to assess the spatial variations in water quality across the BH. Samples should be collected from a well-mixed section of the BH after operation for 15–20 min. Samples were taken from each point by holding the collection bottle and lowering it into the water for the 20-min operation. Data collection was conducted with a prepared checklist. Before transporting to the locations, relevant materials and equipment for sample collection and analysis were prepared. The required materials and equipment include sample bottles, labels and marking pens, recording sheet, sample storage, transit containers, and on-site analysis testing apparatus. Samples for physical and chemical analysis were collected with a pre-cleaned (distilled) 1-L capacity bottle, while standard 1,000 mL glass bottles were used.

pH, temperature, TDS, and EC were measured in the field by using a pH/TDS/EC meter (Hanna HI 9811-5). To plot spatial distribution maps of various chemical constituents, ArcGIS software with Kriging interpolation was applied, and the ANOVA technique was used to show seasonal variations. A Kriging interpolation method helps to calculate a value for any unknown location and gives more weight to points closest to the prediction locations in the study area.

ANOVA is a very helpful approach in economics, biology, education, psychology, sociology, engineering, and business/industry research, as well as studies in many other domains. The ANOVA technique enables us to perform this simultaneous test and, as such, is considered to be an important tool of analysis in the hands of a researcher. The ANOVA was specifically used to test if there were any significant differences between samples among the sites and the seasons in the study area. Any chosen correlation between specific parameters was computed using Microsoft Excel to find the relationship between them. The groundwater sampled during the summer season of 2023 and the dry season in February from 15 selected wells distributed across the province was evaluated. The data domain selection was in line with the approach adopted by previous researchers (Kahsay et al. 2019; Giao et al. 2023; Tegegne et al. 2023; Kumar et al. 2024). The well parameters (e.g., well locations, depths, drilling diameter, and drilling purpose) are collected from the Southern Ethiopia Region Water and Irrigation Department Bureau. Spatial variation of the study area's groundwater quality was carried out using spatial analysis via ArcGIS 10.3. The Minister of Water Resources in Ethiopia undertook the laboratory testing of the chemical and microbiological properties. The collection, preservation, and chemical analysis were conducted following the American Public Health Association guidelines (APHA 2012).

Sample point design and period

In the laboratory, each parameter was examined during the study to assess the quality status and the potential pollution sources of the Damot Gale Woreda from July to August 2023 for the wet season and February 2024 for the dry season. The datasets were collected in both the rainy and sunny seasons.

The sampling points within the BH were selected after considering the agricultural activities and anthropogenic activities that have been taking place in the woreda, as they have a higher influence on changing the groundwater quality. Hence, this study area was chosen. The coordinates of these points were taken using a geographic positioning system (GPS), and the sampling point's locations are shown in Table 1.

Table 1

Well location and descriptions

Well nameGPS
Depth (m)SourcePurpose of drilling
NorthEast
W1 773,034 376,149 60 BH Private 
W2 772,544 375,620 105 BH Public 
W3 771,631 374,814 70 BH Private 
W4 770,651 374,344 80 BH Private 
W5 768,686 372,069 110 BH Public 
W6 769,027 369,360 20 SHW Private 
W7 776,736 380,660 25 SHW Private 
W8 785,390 385,390 15 SHW Private 
W9 772,893 377,590 25 SHW Private 
W10 779,223 377,589 20 SHW Private 
W11 785,390 382,089 45 BH Private 
W12 769,890 369,508 40 BH Private 
W13 779,339 381,880 20 SHW Private 
W14 774,590 379,092 23 SHW Private 
W15 779,519 375,598 55 BH Private 
Well nameGPS
Depth (m)SourcePurpose of drilling
NorthEast
W1 773,034 376,149 60 BH Private 
W2 772,544 375,620 105 BH Public 
W3 771,631 374,814 70 BH Private 
W4 770,651 374,344 80 BH Private 
W5 768,686 372,069 110 BH Public 
W6 769,027 369,360 20 SHW Private 
W7 776,736 380,660 25 SHW Private 
W8 785,390 385,390 15 SHW Private 
W9 772,893 377,590 25 SHW Private 
W10 779,223 377,589 20 SHW Private 
W11 785,390 382,089 45 BH Private 
W12 769,890 369,508 40 BH Private 
W13 779,339 381,880 20 SHW Private 
W14 774,590 379,092 23 SHW Private 
W15 779,519 375,598 55 BH Private 

BH, borehole; SHW, shallow well; W, well.

Figure 2 shows the location of sampling points in the woreda. The following symbols implies W1 – Ade koysha, W2 – Bodity Korke, W3 – Shasha Gale, W4 – Wandara Gale, W5 – Doge, W6 – Wandara, W7 – Gacheno, W8 – Buge, W9 – Tida, W10 – Wadeba, W11 – Lalo Garb, W12 – Adesibaye, W13 – Wodeaba, W14 – Taba, and W15 – Chaw Kare.
Figure 2

Location of sampling point in the borehole.

Figure 2

Location of sampling point in the borehole.

Close modal

The sampling points were selected based on existing well infrastructure within the study area, prioritizing operational wells across varying depths (shallow to deep aquifers) to capture vertical and horizontal heterogeneity in groundwater quality. Although the spatial distribution of wells appears linear (resembling a ‘rope-like’ pattern on the map), this alignment reflects the regional groundwater flow direction, following hydraulic gradients from recharge zones in elevated areas to discharge zones in lowland regions. This strategic placement allows systematic tracking of contaminant transport processes, such as advection and dispersion, along dominant flow paths. The contamination pressures considered in this study focused on two primary sources: agricultural activities and community wastewater. Agricultural zones contribute pollutants through the leaching of fertilizers and pesticides (e.g., nitrate and phosphate ) into shallow aquifers, as well as microbial and organic contaminants from animal waste infiltration. Community wastewater, particularly from pit latrines, introduces pathogens (e.g., fecal coliforms), ammonium , and chloride Cl into the groundwater system.

Parameter suitability analysis

The appropriateness of the groundwater for drinking purposes was evaluated using major ions concentrations (Ca2+, Mg2+, Na+, K+, Fe+, , , , F, and Cl) and significant physicochemical parameters pH, EC, and TDS which is used by many scholars to evaluate the suitability of groundwater for drinking purposes (Goodarzi et al. 2022; Chinthala et al. 2023; Kumar et al. 2024). Whether or not water is intended for home use, TDS and EC are crucial water quality parameters. The parameters standard that was given by WHO (2017) and ESA (2013) are shown in Table 2.

Table 2

Drinking water quality standard (ESA 2013; WHO 2017)

ParameterWHO standards (mg/L)Most desirable limitsWHO maximum allowable limitsEthiopian standard
PH 6.5–8.5 8.5 6.5–8.5 
TDS 500–1,500 1,500 1,000 
EC 300 1,000 400 
 120 120 120 
 200–400 400 250 
Cl 250 1,000 250 
 11 45 50 
F 1.5 1.5 1.5 
Ca2+ 75 200 75 
Mg2+ 50 150 50 
Na+ 200 200 200 
K+ 12 12 1.5 
Temperature 12–25 150 30 
Fe 0.3 0.3 
Turbidity (NTU) 
ParameterWHO standards (mg/L)Most desirable limitsWHO maximum allowable limitsEthiopian standard
PH 6.5–8.5 8.5 6.5–8.5 
TDS 500–1,500 1,500 1,000 
EC 300 1,000 400 
 120 120 120 
 200–400 400 250 
Cl 250 1,000 250 
 11 45 50 
F 1.5 1.5 1.5 
Ca2+ 75 200 75 
Mg2+ 50 150 50 
Na+ 200 200 200 
K+ 12 12 1.5 
Temperature 12–25 150 30 
Fe 0.3 0.3 
Turbidity (NTU) 

Water quality index

The groundwater quality can be evaluated and rated using WQI which is the popular technique for assessing groundwater quality for drinking (Yogendra & Puttaiah 2008; Kahsay et al. 2019; Zeabraha et al. 2020; Wang et al. 2023; Pappaka et al. 2024). It is an arithmetic instrument that converts vast amounts of water quality data into a single, cumulatively determined number. The WQI yields a single number that represents the average water quality at a specific point in time, based on analytical values of physicochemical factors (Yogendra & Puttaiah 2008).

This WQI, often called the weighted arithmetic mean technique, was first proposed by Horton (1965) and Jacobs et al. (2016), which is a reflection of the combined impact of different quality measures on the water's overall quality. These WQIs have been used to assess the quality of the water in a certain location. Many researchers have employed this index in their work to create public policy and carry out initiatives to improve water quality and obtain accurate data on water quality (Yogendra & Puttaiah 2008; Aragaw & Gnanachandrasamy 2021; Tegegne et al. 2023).

Among different methods to calculate WQI, in this study, the weighted arithmetic water quality index (WAWQI) method was used due to it encompasses various physicochemical parameters of water quality parameter which makes the method more sophisticated.

Weight (wi) was allocated to specific geochemical characteristics according to their relative significance in the overall evaluations of groundwater quality for human use. The factors were assigned a weight value between 1 and 5, which was determined by their assessed impact on primary human health. To compute WQI, first determine the relative weight of each parameter (Equation (1)) (Yogendra & Puttaiah 2008):
(1)
where is relative weight, is the weight of each parameter, and n is the number of parameters. A quality rating scale for each parameter was computed by dividing the concentration of the parameter in each water sample by its respective standard (Yogendra & Puttaiah 2008) (Equation (2)):
(2)
where is the concentration of each parameter in each water sample in mg/L; and is the drinking water standard for each chemical parameter in mg/L.
Now, calculate the sub-index for each parameter (Equation (3)), which is used to determine the WQI (Equation (4)) (Yogendra & Puttaiah 2008):
(3)
(4)
where is the sub-index of the ith parameter.

Data quality assurance and quality control

According to APHA (1995), proper quality assurance procedures and precautions were taken to ensure the reliability of the results. Data quality assurance was assessed carefully, and triple measurements were performed to ensure the quality of data. For the sake of data quality assurance, ion balance error (IBE) was calculated (Equation (5)):
(5)
where E is the error percent/reaction error; cations and anions are the sum of the total cations and total anions expressed in milliequivalents per liter. The computed value of IBEs is less than the accepted limit of ±10%, an added proof of the precision of the data, whereas E greater than 10% was eliminated from the subsequent analyses.

In the case of this study, the computed value of IBE was equal to −2.24, which is within the acceptable limit of ±10%.

Water quality analysis

The results here are limited to the selected physicochemical parameters such as temperature, pH, EC, TDS, magnesium, calcium, sodium, chloride, nitrate, turbidity, iron, fluoride, potassium, sulfate, and bicarbonate are included which are essential for the determination of groundwater quality.

Some of the parameters that exceeded the WHO standard may be its source of erosion in the highland area of the mountain, geological rock interaction, and the fertilizer which is used by the farmers in the agricultural area.

Suitability of groundwater for drinking purposes

Temperature

The temperature of the study area varies from 31.6 to 25.3 during the dry season and between 27.1 and 22.1 during the wet season (Figure 3). The minimum temperature (22.1 °C) was recorded at W2, while the maximum temperature (31.6 °C) was recorded at W15. The temperature of all sites of the study area exceeded the maximum permissible limit of 12–25 °C (WHO 2017) in the case of the dry season, and sites in W4, W5, W6, W7, W8, and W13 also exceeded in case of the wet season. Therefore, this site, in case of temperature, was unsuitable for drinking purposes unless some remedial measures could be taken. The temperature rises in the dry months and becomes lower in the wet season (rainy months).
Figure 3

Variation and spatial distribution of temperature.

Figure 3

Variation and spatial distribution of temperature.

Close modal

Power of hydrogen

The pH values of groundwater range from 6.3 to 8.3 during the dry season and between 6.1 and 7.7 during the wet season (Figure 4(b)). This result reveals that the groundwater in the study area had a slightly acidic–alkaline tendency. The limit of pH value for drinking water is specified as 6.5–8.5 (WHO 2017). The lowest value was 6.1, which is observed in well number W5 located in Hagaza doge kebele, and the highest value was 8.3 at well number W13 located in Buge wondeba kebele (Figure 4(a)). One sample at W15 in dry and two at W4 and W5 groundwater samples were found below the permissible limit of WHO and ESA for pH values guidelines (ESA 2013; WHO 2017). High pH values occur in Buge kebele of Damot Gale Woreda because of the deeper groundwater environment of reducing conditions.
Figure 4

pH variation (a) and spatial distribution map (b).

Figure 4

pH variation (a) and spatial distribution map (b).

Close modal

The pH values of the woreda vary from slightly acidic to slightly alkaline. In most sampling sites, the pH of water lies within the WHO maximum allowable drinking water quality ranges and the draft Ethiopian drinking water guidelines, except W15 in the dry season and W4 and W5 in the wet season. The pH values of most natural water are in the range of 6.5–8.5. Therefore, about 10% of the samples are below the limit. This happened due to carbonate-rich formations like limestone/dolostone aquifers and silicate-rich formations like granite. The spatial variation map of pH shows that the groundwater of the study area is slightly acidic to alkaline. The pH values of all of the study areas fall in the range of the drinking water guideline value of WHO (2017), which is 6.0–8.5.

Total dissolved solids

TDS varied from 134 to 308 mg/L during the dry season and between 101 and 220 mg/L during the wet season (Figure 5(b)). The highest value of TDS (308 mg/L) was obtained at well W15 in Chawu Kare well, and the lowest value was obtained as 101 mg/L at W1 in Ade Koysha well (Figure 5(a)). The high value of TDS in water may originate from natural sources of rock–water interaction, evaporation, no outlet, and anthropogenic activities upstream. Generally, the result showed that there is a significant difference in TDS between seasons. The classification range and percentage of samples based on the result are shown in Table 3.
Table 3

TDS Classification range and % of samples based on the test result

TDS rangeClassificationNumber of samples for the dry seasonNumber of samples for the wet season% of samples
<500 Desirable for drinking 15 15 100 
500–1,000 Permissible for drinking 
1,000–3,000 Useful for irrigation 
>3,000 Unfit for drinking and irrigation 
TDS rangeClassificationNumber of samples for the dry seasonNumber of samples for the wet season% of samples
<500 Desirable for drinking 15 15 100 
500–1,000 Permissible for drinking 
1,000–3,000 Useful for irrigation 
>3,000 Unfit for drinking and irrigation 
Figure 5

TDS variation (a) and spatial distribution in the study area (b).

Figure 5

TDS variation (a) and spatial distribution in the study area (b).

Close modal

Electric conductivity

According to the result obtained in the laboratory, EC concentrations ranged from 263 to 591 μs/cm during the dry season and between 202 and 497 μs/cm during the wet season in the whole sampling period, where the highest concentration (591 μs/cm) was recorded in Gacheno SHW at well W7 and the lowest value (202 μs/cm) at W9 in Tida SHW (Figure 6(a)). Figure 6(b) shows the spatial distribution of EC test results. This wide range can be attributed to the predominant activities of humans in the region. High EC values can be due to reducing the osmotic plant activity, which interferes with water and nutrient absorption from the soil. According to Wilcox's (1948) classification of water of EC, which is <250 for excellent, 250–750 for good, 750–2,250 for doubtful, and >2,250 for unsuitable classes (Table 4).
Table 4

The suitability of groundwater based on the values of EC

EC rangeClassificationNumber of samples for the dry seasonNumber of samples for the wet season% Dry% Wet
<250 Excellent 13.33 
250–750 Good 15 13 100 86.67 
750–2,250 Doubtful 
>2,250 Unsuitable 
EC rangeClassificationNumber of samples for the dry seasonNumber of samples for the wet season% Dry% Wet
<250 Excellent 13.33 
250–750 Good 15 13 100 86.67 
750–2,250 Doubtful 
>2,250 Unsuitable 
Figure 6

Variation and spatial distribution map of EC concentration.

Figure 6

Variation and spatial distribution map of EC concentration.

Close modal

The samples of groundwater sources present in the study region of EC fell 100% in good class for the dry season and 13.33% in excellent class and 86.67% in good class for the wet season (Table 4).

Calcium

The average values of the laboratory analysis for calcium concentration of the woreda's BH and SHW range between 25.67 and 33.47 mg/L in dry, which is below the maximum allowable limit recommended by the WHO calcium level, i.e., 75 mg/L. The calcium concentrations ranged from 12 to 90 mg/L during the dry season and between 10 and 68 mg/L during the wet season in the whole sampling period (Figure 7), where the highest concentration (90 mg/L) was recorded at W15 in Chawu Kare. W7 and W15 exceed the maximum permissible limit, and the lowest value (10 mg/L) is at W10 in Taba kebele. The desirable limit of calcium for drinking water is 75 mg/L specified by the WHO (2017).
Figure 7

Spatial distribution map of Ca+ concentration.

Figure 7

Spatial distribution map of Ca+ concentration.

Close modal

Figure 7 shows that, in this study area, the calcium content in the wells studied in general shows significant seasonal variations. Consequently, concerning this parameter, the water quality of the study area of most considered sites is acceptable. However, for Ca2+ concentration in the study area, about 6.67% was unsuitable for drinking.

Magnesium

The result shows that magnesium concentrations ranged from 3.6 to 8.5 mg/L during the dry season and between 2.5 and 7.7 mg/L during the wet season in the whole sampling period, where the highest concentration (8.5 mg/L) was recorded at well W10 in Taba kebele in the dry season and the lowest value (2.5 mg/L) at W1 in Adekoysha kebele in the wet season (Figure 8). The results indicated that the average water quality concentration of magnesium in the samples is below the limits of WHO's maximum allowable limit of 50 mg/L. At every site of the sampling point, the water magnesium value is by far very low, or insignificant, with an average range of 2.5 to 8.5 mg/L. This indicates that the water has a very low concentration of magnesium at all 15 sampling points.
Figure 8

Spatial distribution map of Mg concentration.

Figure 8

Spatial distribution map of Mg concentration.

Close modal

Potassium

The potassium levels recorded in the water studied vary in the dry season from 6 to 15 mg/L and in the wet season from 7.1 to 17 mg/L. The potassium value for the analyzed water sample ranges between 6 and 17 mg/L in both seasons (Figure 9). This indicates that the low or high concentration of potassium at each sampling point is related to the degree of human activities. During the study period, the values recorded in potassium ions in all the sampled water points were compared with the maximum admissible value of 12 mg/L of the WHO (2017) standard relating to the quality of drinking water. W1 and W4 of the dry (14.3 and 15 mg/L) and wet seasons (16.1 and 17 mg/L), respectively, have exceeded potassium levels compared with the standard. Besides, W5 of the wet season has an exceeding potassium level (12.8 mg/L). 16.67% of K+ concentration exceeded the WHO and eapo-transpiration (ET) standards, i.e., 12 mg/L.
Figure 9

Spatial distribution map of K+ concentration.

Figure 9

Spatial distribution map of K+ concentration.

Close modal

Chloride

Chloride concentration in the groundwater of the study area ranges from 0 to 2.5 mg/L in the dry season, with an average value of 1.54 and 0 to 5 mg/L in the wet season, with an average value of 1.47 mg/L (Figure 10). ANOVA results showed that there is a significant difference in chloride. The Cl concentration in groundwater of all the study areas is under the permissible limit of 250 mg/L (WHO 2017).
Figure 10

Spatial distribution map of Cl concentration.

Figure 10

Spatial distribution map of Cl concentration.

Close modal

Sodium

Sodium values of water samples ranged between 16.7 and 95 mg/L during the dry season and between 16.7 and 87.4 mg/L during the wet season (Figure 11). The maximum permissible limit is 200 mg/L specified by WHO, which indicates that all groundwater samples do not exceed the permissible limit. In the study area, the recorded values of sodium in all the water points studied did not exceed the guide value of 200 mg/L of the WHO standard relating to the quality of drinking water in the center of BH and SHW. The sodium content was high in the water sample W15, with its corresponding value of 95 mg/L. ANOVA results showed that there is a significant difference in sodium in both seasons.
Figure 11

Spatial distribution map of sodium concentration.

Figure 11

Spatial distribution map of sodium concentration.

Close modal

Bicarbonates

Bicarbonates are the dominant anion among the other anions, varying from 165 to 560 mg/L in the dry season and from 145 to 400 mg/L in the wet season, respectively (Figure 12). These results recorded during the two seasons show significant seasonal differences, and the levels of bicarbonate recorded exceed 120 mg/L according to the specific WHO (2017) standard measures. In this case, all wells exceeding the WHO and Ethiopian bicarbonate standards, the wells are unfit for drinking. Increased concentration of in groundwater samples is due to carbonate weathering, as well as dissolution of carbonic acid in aquifers and degradation of organic materials in the soil zone. The weathering of silicate minerals and Na+, K+ feldspar raises the concentration of in groundwater samples. In the study area, the greatest value was found in the Chawu Kare kebele SHW and somewhat lower in W15.
Figure 12

Spatial distribution map of bicarbonate concentration.

Figure 12

Spatial distribution map of bicarbonate concentration.

Close modal

Sulfate

The concentration of sulfate in the groundwater of the woreda varied in the range of 8–12 mg/L during the dry season and 0–10 mg/L during the wet season (Figure 13). Volcanic products and anthropogenic activities such as fertilizer use and urban wastes are sources of in groundwater. It is observed that concentration in all groundwater of the study area is below the WHO (2017) guideline values, which are 250 mg/L.
Figure 13

Spatial distribution map of concentration.

Figure 13

Spatial distribution map of concentration.

Close modal

Nitrate

The concentration of nitrate in groundwater of the study area varied in the range of 0.4–18.9 mg/L with an average of 9.6 mg/L during the dry season and 0.2–15.9 mg/L with an average of 7.63 mg/L during the wet season (Figure 14). The maximum nitrate value was obtained at W9 with 18.9 mg/L, and the lowest is 0.2 mg/L at W5. The nitrate concentrations of all sites fall within a safe zone from nitrate contamination, as the desirable limit of 45 mg/L for drinking water as per WHO (2017) and ESA (2013) norms. So, these particular groundwater samples were not under the threat of nitrate contamination, which results in human health risk and deteriorates the quality of the groundwater.
Figure 14

Spatial distribution map of NO3 concentration.

Figure 14

Spatial distribution map of NO3 concentration.

Close modal

Iron

The concentration of iron in the groundwater of the woreda varied in the range of 0.02 to 0.55 mg/L during the dry season and 0.03 to 0.7 mg/L during the wet season (Figure 15). All the samples of the groundwater of the studied area were compared with the WHO standard; the permissible limit of iron, which is 0.3 mg/L (WHO 2017). W1, W2, W3, W4, and W5 in the dry season of 0.55, 0.47, 0.45, 0.54, and 0.37 mg/L, respectively, exceed the WHO and Ethiopian standards. Besides, W3, W4, W5, and W6 in the wet season of 0.6, 0.7, 0.5, and 0.4 mg/L, respectively, exceed the WHO (2017) standard. Therefore, W1, W2, W3, W4, W5, and W6 are unfit for drinking. Thirty percent of the iron concentration was unsuitable for drinking.
Figure 15

Spatial distribution map of Fe concentration.

Figure 15

Spatial distribution map of Fe concentration.

Close modal

Fluoride

The fluoride content of the 15 sample points ranged from 0.24 to 2.04 for the dry season and 0.12 to 2.0 for the wet season, which is within drinking water standards of the WHO and Ethiopian guidelines of 1.5 mg/L, except for W1, W3, and W5 (Figure 16). W1, W3, and W5 in the dry season of 1.52, 2.04, and 1.72 mg/L, respectively, exceed the WHO and Ethiopian standards. Besides, W3 in the wet season of 2.0 mg/L exceeds the WHO standard. Therefore, W1, W3, and W5 are unfit for drinking, so about 13.33% of the water samples were unsuitable for drinking.
Figure 16

Spatial distribution map of F concentration.

Figure 16

Spatial distribution map of F concentration.

Close modal

The remaining samples have very low fluoride contents, and the nature of rocks and soil types located around the studied area does not have enough fluoride ions. And the area does not have a risk of fluoride contamination.

Turbidity

The turbidity values in Damot Gale Woreda are within the limits allowed for drinking water quality, except W4 (Sodo Ber) and W13 (Buge Wondeba) for dry and wet seasons, respectively. According to the WHO and Ethiopian standards, the maximum allowable guideline is 5 NTU (ESA 2013; WHO 2017). The turbidity values at sampling sites of the studied area range from 2 to 6.6 NTU for the dry season and 2.5 to 7.0 NTU for the wet season (Figure 17). The maximum turbidity value at W4 is 6.6 and 7 NTU in both seasons, where the water loses its transparency, and the minimum turbidity value at W2 is 2 NTU (Figure 17). Besides, W4 recorded 6.6 and 7 NTU in dry and wet seasons, respectively, and W13 has a turbidity value of 5.5 NTU in wet seasons, exceeding the WHO and Ethiopian standards. Therefore, about 10% of the samples exceeded the limit. This high turbidity value is due to various reasons, the site is normally deprived of vegetation cover during sampling periods and the lack of vegetation cover in such a site makes the soil susceptible to wind and water following rainy months when rapidly flowing surface runoff carries sediments into the water is also the reasons for the high turbidity values in the studied site.
Figure 17

Spatial distribution map of turbidity concentration.

Figure 17

Spatial distribution map of turbidity concentration.

Close modal

Water quality index

WQI is an important tool for policymakers and water resource managers, simplifying complex water quality data into an easily interpretable score, enabling informed decision-making and targeted interventions. It enables us to classify the water into excellent, good, poor, and unsuitable. It also plays a vital role in enhancing public awareness and community engagement by making water quality data more accessible, encouraging local participation in pollution prevention, and promoting household-level treatment solutions. By integrating WQI into policy frameworks, intervention programs, and climate resilience planning, decision-makers can ensure sustainable groundwater management and improved public health outcomes, particularly in vulnerable regions. A study by Sharma et al. (2020) and Rana et al. (2018) in India assessed the impact of leachate pollution on the groundwater quality and assessed the pollution potential of leachate from non-engineered landfill sites and its effect on groundwater quality, respectively.

The variations of physicochemical characteristics and the WQI of the groundwater in various places around the study area are presented in Table 5. The groundwater quality shows variations from well to well, attributed to the surface and subsurface features. As shown in the previous figure, spatial interpolation of ArcGIS using the WQI parameter was utilized for plotting a digital map to describe the suitability of water for human needs in the study area. These maps represent an efficient tool for managing the water quality and minimizing the negative impacts on the ambient environment.

Table 5

WQI classification for individual samples

Sample wellsWQI wet seasonWater typeWQI dry seasonWater type
W1 42.33 Excellent 42.607 Excellent 
W2 35.55 Excellent 34.116 Excellent 
W3 50.92 Good 47.986 Excellent 
W4 49.78 Excellent 47.036 Excellent 
W5 44.28 Excellent 41.695 Excellent 
W6 34.21 Excellent 32.447 Excellent 
W7 51.38 Good 51.446 Good 
W8 40.56 Excellent 38.548 Excellent 
W9 40.93 Excellent 39.034 Excellent 
W10 41.86 Excellent 41.813 Excellent 
W11 39.09 Excellent 35.569 Excellent 
W12 41.86 Excellent 39.500 Excellent 
W13 48.09 Excellent 48.169 Excellent 
W14 53.00 Good 50.188 Good 
W15 39.98 Excellent 58.977 Good 
Sample wellsWQI wet seasonWater typeWQI dry seasonWater type
W1 42.33 Excellent 42.607 Excellent 
W2 35.55 Excellent 34.116 Excellent 
W3 50.92 Good 47.986 Excellent 
W4 49.78 Excellent 47.036 Excellent 
W5 44.28 Excellent 41.695 Excellent 
W6 34.21 Excellent 32.447 Excellent 
W7 51.38 Good 51.446 Good 
W8 40.56 Excellent 38.548 Excellent 
W9 40.93 Excellent 39.034 Excellent 
W10 41.86 Excellent 41.813 Excellent 
W11 39.09 Excellent 35.569 Excellent 
W12 41.86 Excellent 39.500 Excellent 
W13 48.09 Excellent 48.169 Excellent 
W14 53.00 Good 50.188 Good 
W15 39.98 Excellent 58.977 Good 

While WQI is a valuable tool for simplifying groundwater quality assessment, it has several limitations, including the loss of detailed information, and subjectivity in parameter selection and weighting. Additionally, WQI may fail to detect emerging contaminants such as heavy metals, pesticides, and pharmaceuticals, and does not directly correlate with human health risks. To overcome these challenges, complementary approaches should be integrated, such as multivariate statistical analysis (e.g., principal component analysis (PCA), cluster analysis) to identify pollution sources, hydrochemical and isotopic analysis to understand contamination pathways, and microbial testing to detect biological contaminants.

As shown in Tables 6 and 7, in the WQI in both dry and wet seasons, 80% of the water fell in the excellent range, and 20% fell in the good range. Therefore, all the samples were suitable for drinking purposes. The classification of the WQI was obtained from the works of literature (Goodarzi et al. 2022). A similar study by Asmamaw & Debie (2023) is in line with this study and uses WQI to evaluate the groundwater quality in Bahir Dar city, Northern Ethiopia, for drinking purposes.

Table 6

WQI in the dry season

RangeWater typeNumber of samples%
<50 Excellent 12 80 
50–100 Good 20 
100–200 Poor 
200–300 Very poor 
>300 Unsuitable 
RangeWater typeNumber of samples%
<50 Excellent 12 80 
50–100 Good 20 
100–200 Poor 
200–300 Very poor 
>300 Unsuitable 
Table 7

WQI in the wet season

RangeWater typeNumber of samples%
<50 Excellent 12 80 
50–100 Good 20 
100–200 Poor 
200–300 Very poor 
>300 Unsuitable 
RangeWater typeNumber of samples%
<50 Excellent 12 80 
50–100 Good 20 
100–200 Poor 
200–300 Very poor 
>300 Unsuitable 

The groundwater quality assessment for drinking purposes conducted in Damot Gale Woreda has provided valuable insights into the physicochemical characteristics of the region's groundwater and its suitability for drinking purposes. The analysis revealed significant seasonal variations in key water quality parameters, highlighting the influence of natural geochemical processes and anthropogenic activities on groundwater composition. While most parameters remained within the acceptable limits set by the WHO and Ethiopian drinking water standards, certain parameters, including pH, iron, fluoride, bicarbonate, turbidity, potassium, and temperature, exceeded permissible levels in some water sources. These deviations suggest localized contamination, which may be primarily due to geological formations, agricultural runoff, and natural water–rock interactions.

The WQI classification indicated that a majority of the groundwater sources fall within the ‘excellent’ to ‘good’ categories, signifying their general suitability for drinking. However, the elevated iron and fluoride levels in certain wells could pose long-term health risks, such as dental and skeletal fluorosis, if not properly managed. Additionally, high turbidity levels in some groundwater samples may indicate the presence of suspended particles and microbial contaminants, further emphasizing the need for proper treatment and regular monitoring.

To safeguard public health and ensure sustainable groundwater use, it is imperative to implement effective water treatment measures, including filtration and difluorination techniques where necessary. Source protection strategies, such as controlled agricultural practices, wellhead protection zones, and community awareness programs, should also be prioritized. Furthermore, continuous monitoring and periodic assessment of groundwater quality are essential to track changes over time and mitigate emerging contamination risks.

In conclusion, while groundwater remains a vital source of drinking water in Damot Gale Woreda, proactive management and intervention strategies are crucial for maintaining its quality. The findings of this study can serve as a foundation for policymakers, water resource managers, and local communities to take evidence-based actions aimed at improving water safety and promoting sustainable groundwater utilization in the region. For future research, since the WQI alone does not identify the potential sources of contamination, further studies should be conducted using multivariate statistical analysis (e.g., PCA, cluster analysis) to determine pollution sources, hydrochemical and isotopic analysis to understand contamination pathways, and microbial testing to detect biological contaminants.

This work was not supported financially by any institute or organization.

The submitted work is original and does not have been published elsewhere in any form or language (partially or in full).

T.T., M.B., and H.G.: investigation, conceptualization, resources, and visualization; T.T. and H.G.: formal analysis, methodology, ANOVA, laboratory, and writing – original draft preparation; M.B. and T.T.: writing – review and editing. All authors read and approved the final manuscript.

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

The authors declare there is no conflict.

APHA
(
1995
)
Standard methods for the examination of water and wastewater
,
19th edn. Washington, DC, USA: American Public Health Association
.
APHA
(
2012
)
Standard methods for the examination of water and wastewater
,
Choice Reviews Online
,
49
,
2671
.
https://doi.org/10.5860/choice.49-6910
.
Asmamaw
M.
&
Debie
E.
(
2023
)
Characterizing groundwater quality for a safe supply of water using WQI and GIS in Bahir Dar City, Northwest Ethiopia
,
Water Practice and Technology
,
18
(
4
),
859
883
.
https://doi.org/10.2166/wpt.2023.046
.
Chinthala
K.
,
Somagouni
S. G.
,
Pappaka
R. K.
&
Gudala
H. V.
(
2023
)
Ground water quality assessment using water quality index and geographical information system of Mogamureru River basin, Y.S.R. Kadapa district, Andhra Pradesh, India
,
Springer Water Part F
,
1186
(
August
),
291
313
.
https://doi.org/10.1007/978-3-031-35279-9_14
.
ESA
(
2013
)
Ethiopian Drinking Water Quality Specifications
.
Addis Ababa, Ethiopia
:
Ethiopian Standards Agency
.
Giao
N. T.
,
Nhien
H. T. H.
,
Anh
P. K.
&
Thuptimdang
P.
(
2023
)
Groundwater quality assessment for drinking purposes: a case study in the Mekong Delta, Vietnam
,
Scientific Reports
,
13
(
1
),
1
13
.
https://doi.org/10.1038/s41598-023-31621-9
.
Goodarzi
M. R.
,
Abedi
M. J.
,
Niknam
A. R. R.
&
Heydaripour
M.
(
2022
)
Groundwater quality status based on a modification of water quality index in an arid area, Iran
,
Water Supply
,
22
(
7
),
6245
6261
.
https://doi.org/10.2166/ws.2022.225
.
Horton
R. K.
(
1965
)
An index-number system for rating water quality
,
Journal Water Pollution Control Federation
,
37
(
3
),
300
306
.
Jacobs
H. L.
,
Gabrielson
I. N.
,
Horton
R. K.
,
Lyon
W. A.
,
Hubbard
E. C.
&
McCallum
G. E.
(
2016
)
Water quality criteria-stream vs. effluent standards
,
Water Pollution Control Federation
,
37
(
3
),
292
315
.
Kahsay
G. H.
,
Gebreyohannes
T.
,
Tesema
F. W.
&
Emabye
T.-a. G.
(
2019
)
Evaluation of groundwater quality and suitability for drinking and irrigation purposes using hydrochemical approach: the case of Raya Valley, Northern Ethiopia
,
Momona Ethiopian Journal of Science
,
11
(
1
),
70
.
https://doi.org/10.4314/mejs.v11i1.5
.
Koncagül
E.
&
Tran
M.
(
2022
)
Groundwater. Making the Invisible Visible. Facts and Figures
.
UN Water Development Report. Available at: https://unesdoc.unesco.org/ark:/48223/pf0000380733.
Kumar
P. R.
,
Srinivasa Gowd
S.
&
Krupavathi
C.
(
2024
)
Groundwater quality evaluation using water quality index and geospatial techniques in parts of Anantapur district, Andhra Pradesh, South India
,
HydroResearch
,
7
(
January
),
86
98
.
https://doi.org/10.1016/j.hydres.2024.01.001
.
Mseli
Z. H.
,
Said
A.
,
Sankaranna
G.
&
Mwegoha
W. J.
(
2023
)
The sustainability of groundwater in semi-arid regions: the case of Makutupora basin in Tanzania
,
AQUA Water Infrastructure, Ecosystems and Society
,
72
(
9
),
1731
1747
.
https://doi.org/10.2166/aqua.2023.056
.
Pappaka
R. K.
,
Somagouni
S. G.
,
Chinthala
K.
&
Nakkala
A. B.
(
2024
)
Appraisal of groundwater quality for suitability of drinking and irrigation purposes of Pandameru River basin, Anantapur district, AP, India
,
Arabian Journal of Geosciences
,
17
(
1
),
17
23
.
https://doi.org/10.1007/s12517-023-11827-x
.
Postma
D.
&
Appelo
C. A. J.
(
1936
)
Geochemistry, Groundwater and Pollution
.
Leiden/London/New York/Philadelphia/Singapore
:
A.A. Balkema Publishers
.
Rana
R.
,
Ganguly
R.
&
Gupta
A. K.
(
2018
)
Indexing method for assessment of pollution potential of leachate from non-engineered landfill sites and its effect on ground water quality
,
Environmental Monitoring and Assessment
,
190
(
1
),
1
16
.
https://doi.org/10.1007/s10661-017-6417-1
.
Sharma
A.
,
Ganguly
R.
&
Gupta
A. K.
(
2020
)
Impact assessment of leachate pollution potential on groundwater: an indexing method
,
Journal of Environmental Engineering
,
146
(
3
),
1
16
.
https://doi.org/10.1061/(asce)ee.1943-7870.0001647
.
Smedley
P. L.
&
Kinniburgh
D. G.
(
2002
)
A review of the source, behaviour and distribution of arsenic in natural waters
,
Applied Geochemistry
,
17
(
5
),
517
568
.
https://doi.org/10.1016/S0883-2927(02)00018-5
.
Stefanakis
A. I.
,
Zouzias
D.
&
Marsellos
A.
(
2015
)
Groundwater Pollution: Human and Natural Sources and Risks. December. Available at: https://www.researchgate.net/publication/283017350.
Taylor
R. G.
,
Scanlon
B.
,
Döll
P.
,
Rodell
M.
,
Van Beek
R.
,
Wada
Y.
,
Longuevergne
L.
,
Leblanc, M., Famiglietti, J. S., Edmunds, M., Konikow, L., Green, T. R., Chen, J., Taniguchi, M., Bierkens, M. F. P., MacDonald, A., Fan, Y., Maxwell, R. M., Yechieli, Y., Gurdak, J. J., Allen, D. M., Shamsudduha, M., Hiscock, K., Yeh, P. J.-F., Holman, I. & Treidel, H.
(
2013
)
Ground water and climate change
,
Nature Climate Change
,
3
(
4
),
322
329
.
https://doi.org/10.1038/nclimate1744
.
Tegegne
A. M.
,
Lohani
T. K.
&
Eshete
A. A.
(
2023
)
Evaluation of groundwater quality for drinking and irrigation purposes using proxy indices in the Gunabay watershed, upper Blue Nile basin, Ethiopia
,
Heliyon
,
9
(
4
),
e15263
.
https://doi.org/10.1016/j.heliyon.2023.e15263
.
Tesema
A.
,
Jothimani
M.
,
Abebe
A.
,
Gunalan
J.
,
Getahun
E.
&
Karuppannan
S.
(
2023
)
Hydrochemical characterization and water quality assessment for drinking and irrigation purposes using WQI and GIS techniques in the Upper Omo River Basin, Southern Ethiopia
,
Journal of Chemistry
,
2023
,
1
21
.
https://doi.org/10.1155/2023/3246851
.
Wang
Y.
,
Li
R.
,
Wu
X.
,
Yan
Y.
,
Wei
C.
,
Luo
M.
,
Xiao
Y.
&
Zhang
Y.
(
2023
)
Evaluation of groundwater quality for drinking and irrigation purposes using GIS-based IWQI, EWQI and HHR model
,
Water (Switzerland)
,
15
(
12
),
1
29
.
https://doi.org/10.3390/w15122233
.
WHO
(
2012
)
Guidelines for Drinking-Water Quality. Encyclopedia of Earth Sciences Series
.
Geneva
:
World Health Organization
.
WHO
(
2017
)
Guidelines for Drinking-Water Quality: Fourth Edition Incorporating the First Addendum
, Vol.
55
.
Geneva, Switzerland
:
World Health Organization
.
https://doi.org/10.5005/jp/books/11431_8
.
Wilcox
L. V.
(
1948
) The Quality of Water for Irrigation Use.
Technical Bulletin No. 962
.
Washington, DC, USA
:
US Department of Agriculture
.
Winter
T. C.
,
Harvey
J. W.
,
Lehn Franke
O.
&
Alley
W. M.
(
2005
)
Groundwater and Surface Water: A Single Resource
.
Reston, VA, USA
:
U.S. Geological Survey
,
17 (5)
, pp.
1
87
.
Xiao
Y.
,
Liu
H.
,
Senapathi
V.
,
Wang
L.
&
Li
C.
(
2023
)
Editorial: interactions between groundwater and human communities: perspectives on the resources, environments, threats and sustainable development
,
Frontiers in Environmental Science
,
11
(
May
),
2022
2024
.
https://doi.org/10.3389/fenvs.2023.1221837
.
Yogendra
K.
&
Puttaiah
E. T.
(
2008
) '
Determination of water quality index and suitability of an urban waterbody in Shimoga Town, Karnataka
',
Proceedings of Taal 2007: The 12th World Lake Conference
, pp.
342
346
.
Zeabraha
A.
,
Yohannes
T. G.
,
Mariyam
F. W.
,
Hailu
G.
&
Zeru
G.
(
2020
)
Evaluation of groundwater quality and its suitability for drinking purpose: a case study of Adigrat town and its surrounding areas, Northern Ethiopia
,
Water Utility Journal
,
24
(
May
),
21
33
.
This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY 4.0), which permits copying, adaptation and redistribution, provided the original work is properly cited (http://creativecommons.org/licenses/by/4.0/).