http://journal.uir.ac.id/index.php/JGEET E-ISSN : 2541-5794 P-ISSN : 2503-216X Journal of Geoscience, Engineering, Environment, and Technology Vol 03 No 04 2018 200 Khan, A & Khan, M.A./ JGEET Vol 03 No 04/2018 RESEARCH ARTICLE Groundwater Quality Assessment for Drinking Purpose in Gulistan-e-Johar Town, Karachi, Pakistan Adnan Khan 1, *, Muhammad Akif Khan 1 1 Department of Geology, University of Karachi, Pakistan * Corresponding author : adkhan@uok.edu.pk Received: August 29, 2018; Accepted: November 1, 2018. DOI: 10.24273/jgeet.2018.3.4.2086 Abstract The main objective of present study is to evaluate the groundwater quality of Gulistan-e-Johar town for drinking. For this purpose, groundwater samples (n=18) through electrically pumped wells were collected from shallow aquifers (mean depth = 36 m). Collected samples were subjected to determine the physical characters (TDS, pH, temperature), major (Na, K, Ca, Mg, Cl, SO4, HCO3, and NO3) and minor ions (Fe, Mn and F). Data reveal very high content of TDS (mean: 2862 mg/L) coupled with elevated concentration of Na (mean: 974.6 mg/L), Cl (mean: 545.3mg/L), SO4 (mean: 600mg/L), Mn (mean: 0.04 mg/L) and F (mean: 1.7 mg/L). The results indicated that groundwater of Gulistan-e-Johar is not suitable for drinking purpose and may lead to dangerous health impacts. The WQI value of groundwater is found to be 183 which is also endorsing that groundwater of Gulistan-e-Johar is unfit for drinking purpose. Keywords: Groundwater quality, physicochemical parameters, water quality index (WQI), Gulistan-e-Johar. 1. Introduction Water is one of the vital constituents for all lives among other blessings. It can be obtained by surface sources including rivers, canals, lakes, streams etc. and underground sources like groundwater abstraction from wells and borehole (McMurry and Fay, 2004). More than half of the population depends on groundwater for survival worldwide (UNESCO, 1992). Water resources are decreasing as the population is increasing day by day. It is widely believed that about 80% of all the diseases are water borne (WHO, 2011). The attributes of water depend on its chemical composition which is controlled by natural and anthropogenic activities in context of measurable quantities (Kumar, 1997). Thus, the ability to forecast the hazards and pollution resulting from the groundwater flow has dynamic importance for the precise evaluation (Khan et al., 2017). Karachi is the largest and densely populated city of Pakistan where water is mainly supplied through pipelines. Besides, groundwater is the other major source for domestic use. Due to rapid population growth and up-country migration the balance between water demand and supply has been disturbed. As a result, people are switching over to exploit groundwater for their needs. The over abstraction of groundwater depletes water table and accelerates the contaminant transport from the land to the aquifer (Shah and Roy, 2002) which ultimately pollute the aquifers. Domestic sewage and industrial effluent contribute to an increase in concentration of different pollutants in groundwater (Reghunath et al., 2002). Gulistan-e-Johar is newly developed residential area with no industrial activity. Army cantonment areas and air force base coupled with central ordinance depot surround the area. upper-middle class with satisfactory literacy rate live in this part of Karachi city. This town covers an area of about 10.84 sq. km which serves as the largest centre of flat projects in Karachi. There is a rapid decline in municipally supplied water since last couple of decades. As a result, switch over to groundwater is frequent to meet the domestic needs. Moreover, people are heavily dependent on the bottled water for drinking purpose which is mined from groundwater of study area and processed in the Reverse Osmosis (R.O) plants. Despite of switch over to groundwater for drinking and installation of large number of RO plants no study has been carried so far to screen the quality of groundwater in the study area. Therefore, present study is pilot evaluation of groundwater in study area by determining the physicochemical parameters of collected water samples. 2. Geology of Study Area Geologically, Gulistan e Johar town rests on Gaj Formation of Miocene age which in turn is comprised of four members. Gulistan-e-Johar member is the youngest among all members ofGaj Formation (Fig. 2). This member is spread over the study area where it shows lihtic character as variegated series of shallow marine clastics followed by fossiliferous limestones. http://journal.uir.ac.id/index.php/JGEET Khan, A & Khan, M.A./ JGEET Vol 03 No 04/2018 201 The bed rocks, on which study area, rests are mainly composed of sandstone, siltstone with interbedded shale and subordinate limestone followed by soft to hard sandstone which is highly conductive due to the dominance of sandy silt (Pithawalla and Martin-Kaye, 1946; Shah, 2009). Due to the occurrence of variable rock resistance and rheology the topography of study area is highly undulatory. Fig. 1. Map showing sample locations plotted on the Google Earth Image. Fig. 2. Geological map of Gulistan-e-Johar town, Karachi. 202 Khan, A & Khan, M.A./ JGEET Vol 03 No 04/2018 3. Materials and Methods 3.1 Sample Collection Water samples (n=18) were collected through boring wells at a depth range of 10 to 75 metres from various localities of Gulistan-e-Johar town. Water was electrically pumped for 2-3 minutes to get representative samples. Location of the boreholes were taken by using Global Positioning System (GPS) and marked on the Google image (Fig. 1). Water samples were taken in polyethene bottles of 1 litre capacity for physico-chemical analysis. Bottles were rinsed thoroughly with distilled water and subsequently with the sample water on sampling site. Samples were separately collected in bottles of 200 ml capacity to determine nitrate content. About 1 ml of boric acid solution was added in each water sample to stop any further reaction. 3.2 Groundwater Analysis All the samples were examined for physicochemical parameters in the laboratory of Department of Geology, University of Karachi except fluoride test, which was analyzed in Pakistan Council of Research in Water Resources (PCRWR). The pH & TDS of collected samples were determined by using pH meter (ADWA AD 111) and TDS meter (ADWA AD 330) respectively. Sodium and Potassium concentrations were determined by using flame photometer (Model No. JENWAY PFP7). Sulphate concentration was determined by gravimetric method, while chloride and bicarbonate ions were estimated by argenometric titration method. For the determination of calcium and total hardness, EDTA titration method (1992) was applied. Amount of magnesium was determined by taking the difference of hardness and calcium using standard formula. Concentration of nitrate was determined by cadmium reduction method (HA CH-8171) on spectrophotometer while the iron and manganese were determined by using Atomic Absorption Spectroscopy. 3.3 Water Quality Index One of the most operational techniques to collect information of the water quality for the policy makers and the citizens is Water Quality Index (Yisa and Jimoh, 2010). It was first proposed by Horton in 1965 which was later generalized by Brown et al. in 1970. Water quality index (WQI) is a number that evaluates the quality of water by gathering different parameters, lower values refers to good or excellent quality while higher values refers to the bad or poor quality (Bharti, 2011). Weighted arithmetic index method of WQI proposed by Brown et al (1970) was applied to evaluate the groundwater quality of Gulistan-e-Johar Town. Physicochemical parameters including pH, TDS, major cations (Ca, Mg, Na and K) and anions (SO4, Cl, HCO3, NO3, Fe, Mn and F) were used to calculate WQI of groundwater in study area. Table 1 WQI range, status and possible usage of the water sample WQI Status Possible usages 0-25 Excellent Drinking, irrigation and industrial 25-50 Good Domestic, irrigation and industial 51-75 Fair Irrigation and industrial 76-100 Poor Irrigation 101-150 Very poor Restricted use for irrigation Above 150 Unfit for drinking Proper treatment required before use It is simple method aimed at interpreting the concentration of parameters present, to express them into a single value. It provides an extensive clarification to rate the quality and its suitability for different purposes including; drinking, irrigation, industrial, restricted etc. WQI is calculated using following formula. iWn n (1) Where ,Qn is the quality rating of nth water quality parameter, Wn is the unit weight of nth water quality parameter. The quality rating Qn is calculated using the equation : Qn =100 x [(Vn Vi) / (Vs Vi)] (2) Where, Vn is the actual amount of nth parameter present, Vi is the ideal value of the parameter, Vi = 0, except for pH (Vi = 7), Vs is the standard permissible value for the nth water quality parameter. Unit weight (Wn) is calculated using the formula Wn = k/Vn (3) Where, k is the constant of proportionality and it is calculated using the equation s (4) 4. Results and Discussion 4.1 Physicochemical characteristics Groundwater samples (n=18) were collected from various parts of Gulistan-e-Johar town through electrically pumped wells installed at various depths (range = 34-250 feet). The results of all physicochemical parameters have been summarized in Table 2. Due to large variation in the well depths shallow (depth < 100 feet) and deep (depth > 100 feet) aquifers have been addressed separately. 4.2 Shallow Aquifers One third of total collected samples have been tapped from shallow aquifers ranging in depth between 34-75 feet (Table 2). The pH of these samples is found to be slightly acidic (mean: 6.8). low pH of these water samples seems to be controlled by the geology of study area as rocks hosting these water bodies are mainly Khan, A & Khan, M.A./ JGEET Vol 03 No 04/2018 203 comprised of sandstone. The lowering of pH is attributed to organic acids, by dissolution of sulphide minerals or decaying of vegetation (Davis and DeWiest, 1966). The study area was densely vegetated before urbanization. Due to construction activities, removal of such plants (herbs/shrubs) may cause plants decaying and organic acid generation which can dissolve silicates more effectively as compared to inorganic acids (Zhang et al., 2009) leading to lower the pH groundwater. Moreover, sewage mixing with such shallow aquifers is also plausible to increase acidity. Sewage mixing is evident by draining such water into the open channels and pits (Fig. 3). Total Dissolved Solids (TDS) content in these shallow aquifers is found to be very high (mean: 2818 mg/L) which is far above permissible limit of both WHO (500 mg/L) and Pakistani guidelines (1000 mg/L) for drinking. High salt content in these water samples seems to be associated with acidic pH conditions. Organic matter decomposition is accompanied with the release of a large amount of organic acids into the water phase. When the water enters into the aquifer rocks, the contained organic acids could accelerate the complete decomposition of feldspar. Besides, it also helps to reduce the pH value of pore water in original aquifer rocks, which becomes an important factor for further dissolution of feldspar (Zhang et al., 2009). Total hardness of these wells is very high (mean 359.2 mg/L) which is mainly influenced by chloride content (mean: 433.1 mg/L) of such water as compared to HCO3 (134.3 mg/L). Table 2. Physico-chemical parameters of groundwater samples (n=18) collected from Gulistan-e-Johar Town. S.No. Physical Parameter Major Cations Major Anions Minor Elements Depth (ft) pH TDS (mg/L) Hardness (mg/L) Na (mg/L) K (mg/L) Ca (mg/L) Mg (mg/L) Cl (mg/L) SO4 (mg/L) HCO3 (mg/L) NO3 (mg/L) Fe (mg/L) Mn (mg/L) F (mg/L) GJ-1 35 6.86 2140 550 870 57 220 80.19 333.23 639.6 91.145 32 0.03 0.148 1.31 GJ-2 34 6.91 3000 350 1540 42 60 70.47 524.66 558.2 171.35 17.4 0.03 0.022 1.38 GJ-3 40 6.8 2800 280 580 44 172 26.24 177.25 602.4 123.96 18.3 0.02 0.023 1.23 GJ-4 38 6.81 3640 285 76 39 248 8.99 638.1 716.4 109.37 1.88 0.4 0.035 1.57 GJ-5 42 6.8 3420 320 98 45 248 17.49 496.3 935 127.6 18.9 0.03 0.03 1.43 GJ-6 102 7.02 2210 360 68 40 128 56.38 333.23 795.4 58.333 4.32 0.02 0.023 1.14 GJ-7 175 7.19 3750 265 2000 24 232 8.02 726.73 705.2 72.916 0.78 0.04 0.01 1.21 GJ-8 170 6.53 3870 270 2370 23 208 15.1 847.26 814 87.499 0.84 0.25 BDL 1.14 GJ-9 120 7.13 4550 260 2700 29 200 14.58 957.15 739.6 94.791 0.62 0.25 0.013 1.08 GJ-10 75 6.88 1910 370 68 21 128 58.81 428.95 695.4 182.29 9.62 0.28 0.163 2.08 GJ-11 120 7.39 1010 260 44 11 160 24.3 159.53 244.2 123.96 1.33 0.02 BDL 2.01 GJ-12 180 7.23 1360 420 61 15 40 92.34 276.51 407.8 204.16 2.62 0.03 0.037 2.71 GJ-13 130 7.38 3030 730 94 14 112 150.2 726.73 573.5 302.6 35 0.01 0.008 3.01 GJ-14 120 7.07 3260 480 2000 20 80 97.2 868.53 438.4 233.33 10.22 0.31 0.006 2.76 GJ-15 180 7.36 2390 195 1420 8 52 34.75 567.2 237.8 116.67 1.98 0.05 BDL 1.74 GJ-16 170 7.32 1990 290 73 25 164 30.62 194.98 607.3 145.83 3.33 0.05 0.022 1.32 GJ-17 160 7.02 4250 325 1840 20 204 29.4 1169.9 513 131.25 2.56 0.04 0.024 1.86 GJ-18 250 7.24 2930 345 1640 10 140 49.82 389.95 576.1 109.37 0.74 0.24 0.033 1.56 WHO Limit - 6.5- 8.5 <1000 500 200 30 200 150 250 250 NGVS 10 0.3 0.02 1.5 Fig. 3. Sewage water drained into open channel near old track of Karachi circular railway. 204 Khan, A & Khan, M.A./ JGEET Vol 03 No 04/2018 Major solutes varied in the order of Na > Ca > Mg > K where Na and K contents are sourced from feldspars of sandstone while Ca and Mg from limestone units of Gaj Formation. Presence of organic acid, decrease of pH value and water salinity favors the dissolution of feldspar. Under acidic conditions; albite shows higher dissolution rate than K-feldspar (Zhang et al., 2009). This may be the reason of high sodium content (538.7 mg/L) as compared to potassium (41.33 mg/L) in the groundwater of study area. Nitrate content is very high in four wells (17.4-32 mg/L) exceeding the WHO permissible limit of 10 mg/L (Table 2). Strong correlation of NO3 with K (r 2 = 0.57) and Mg (r 2 = 0.48) clearly indicate that it is mainly sourced from clay minerals where organic matter is available for degradation by bacteria. The oxidation of ammonia to strong acids by nitrifiers leads to pH decrease (Elbanna et al., 2012) which is also evident by the acidic pH in shallow aquifers of Gulistan e Johar. 4.3 Minor and trace Solutes Concentration of Fe and Mn varies in the range of 0.02-0.4 and 0.02-0.16 mg/L respectively. Although mean value of iron (0.13 mg/L) is within permissible limit (0.3 mg/L) but one sample (GJ-4) shows elevated (0.4 mg/L) content. Contrary to this, mean concentration of Mn (0.07 mg/L) is above WHO guidelines (0.02 mg/L) where three samples show objectionable content of Mn (Table 2). Naturally Fe and Mn are sourced by the weathering of minerals possessing Fe and Mn like iron sulphide, amphibolite, and iron bearing clay minerals specially found in reduced environment; both Fe and Mn dissolved in the aquifer water, in the regions where groundwater passes through organic rich soil (Ahmad, 2012). The anoxic condition is favorable for high level of manganese prevailing in lakes, reservoirs and in groundwater. Reported concentration for neutral groundwater is more than 1300 µg/L, while for acidic groundwater is up to 9600 µg/L (ASTDR, 2012). In aquifers, water infiltrates through the soils rich in organic matter where dissolved oxygen in soil is utilized by the microbes and decomposition of organic matter takes place. The decomposition process reduces pH due to microbial action. In combination with the oxygen deficiency, the Fe and Mn atoms also gets reduced from Fe3+ to Fe2+ and Mn4+ to Mn2+ (Ahmad, 2012). Under the pH of 5 to 8 the most occurring form is the soluble Fe+2 for dissolved iron which is consisting with the low pH of groundwater in shallow aquifers of study areas. The process of oxidation starts which releases carbon dioxide from groundwater to atmosphere, when groundwater pumped up to the surface and gets contact with the air O2 which enters to the solution. As a result, the values of pH increase and the iron and manganese changed from Fe2+ to Fe3+ and Mn2+ to Mn4+ into insoluble minerals (Ahmad, 2012). For the determination of manganese content in groundwater the geological factors for the soil & subsoils are considered as prime factor. In the soils, the origin of manganese found in four phases which are; adsorbed over iron-oxide, as silicates, carbonates and manganese-oxides, in exchanging Mn+2 and soluted condition and within the organic compounds (Rott and Lamberth, 1993). Anthropogenic sources for iron and manganese are landfill leakages, industrial wastes, acid mine drainage, casing of well, piping, parts of pump, and storage tanks correspondingly serving for Fe and Mn contamination to groundwater (Nova Scotia Environment, 2008). Fluoride content varies in the range of 1.23-2.1 mg/L with a mean of 1.5 mg/L where only one sample (GJ-10) shows objectionable concentration (2.1 mg/L) against WHO guideline value of 1.5 mg/L. Table 3. Statistical description of the groundwater samples (n=18) from Gulistan-e-Johar Town. Shallow Aquifers (depth < 100 ft) (n = 6) Deep Aquifers (depth >100 ft) (n = 12) *Parameter Min. Max. Mean St. Dev. Min. Max. Mean St. Dev. Depth (ft) 34 75 44 20.5 102 250 156.4 74 pH 6.8 6.9 6.8 0.05 6.5 7.4 7.15 0.45 TDS 1910 3440 2818 765 1010 4550 2883 1770 Hardness 280 550 359.2 135 195 730 350 267.5 Na 68 1540 538.7 736 44 2700 1193 1328 Ca 60 248 179.3 94 40 232 143.3 96 Mg 8.9 80.19 43.7 35.645 8 150.2 50.23 71.1 K 21 57 41.33 18 8 40 19.92 16 SO4 558.2 935 691.2 188.4 237.8 814 554.4 288.1 Cl- 177.3 638.1 433.1 230.4 159.5 1117 601.5 478.75 HCO3 91.15 182.3 134.3 45.575 58.3 302.6 140.1 122.15 NO3 1.88 32 16.35 15.06 0.62 35 5.36 17.19 Fe 0.02 0.4 0.13 0.19 0.1 0.31 0.12 0.105 Mn 0.02 0.16 0.07 0.07 0.01 0.04 0.02 0.015 F 1.23 2.1 1.5 0.435 1.08 3.01 1.79 0.965 Khan, A & Khan, M.A./ JGEET Vol 03 No 04/2018 205 4.4 Deep Aquifers Two third of total collected samples (n=18) are regarded as deep aquifers in the study area where water is tapped from depth range of 102-250 feet. The pH of these wells is slightly alkaline (range: 6.5-7.4; mean: 7.15). TDS content is almost 6 and 3 times higher than the WHO (500 mg/L) and Pakistani guidelines (1000 mg/L) where it is more variable (range: 1010- 4550 mg/L) as compared to shallow aquifers. Sodium and potassium contents varied in the range of 44-2700 and 8-44 mg/L respectively. Both the elements show inverse concentration from corresponding shallow aquifers. The highest concentration of Na is almost double (2700 mg/L) in deep well as compared to corresponding shallow well (1540 mg/L). Contrary to this, mean concentration of K in shallow well is double (41 mg/L) its content in the deep well (19.9 mg/L). It suggests the adsorption of ions to clay surfaces screening of ions from surface to aquifer depth. Moreover, pH increase causes formation of clays from decomposed feldspars leading to scavenge the dissolved ions (K, Na). Similarly, high salinity of water favors the formation of clay minerals (Zhang et al., 2009) which is evident by relatively higher salinity in the deep wells as compared to shallow aquifers in the study area. Calcium and Mg contents fluctuate in a wide range of 40-232 and 8-150.2 mg/L respectively. The concentration of Ca (mean: 143.3 mg/L) is almost three times higher than corresponding Mg content (50.23 mg/L) in these deep wells. Despite large variation, concentration of both the elements is within the permissible limit of WHO for drinking purpose. Nitrate content (range: 0.62-10.22 mg/L) varies within the permissible range (10 mg/L) of WHO for drinking but one sample (GJ-12) shows three-fold higher concentration of NO3 (Table 3). On the other hand, iron and manganese concentrations span between 0.1-0.31 and 0.01-0.04 mg/L respectively. Both these ions are within the corresponding permissible guidelines suggesting that deep aquifers are free from any oxidation reaction which is governed by the presence of organic matter and anaerobic bacteria. 4.3.1 Fluoride Content Fluoride concentration in the deep aquifers of Gulistan e Johar is relatively higher (1.79 mg/L) as compared to corresponding shallow aquifers. It varies between 1.08-3.01 mg/L where about two third of total collected samples from deep wells show elevated fluoride content (1.56-3.01 mg/L). Very strong positive correlation of fluoride with HCO3 (r 2 = 0.87) and Mg (r 2 = 0.75) is observed (Table 4) indicating that beside desorption from clays as a result of hydrolysis in silicate minerals, fluoride is also resulting from the body excretion through urine. For the human health, the consumption of fluoride under the permissible limits of 0.5 1.0 mg/L is beneficial for maintenance of the healthy bones and teeth (Wood, 1974). From all over the world, among 25 nations more than 200 million of people are suffering from endemic fluorosis, which is caused by the excess consumption of fluoride in drinking water (Ayoob and Gupta, 2006; Fordyce et al., 2007; Gao et al., 2013; Ghosh et al., 2013; Mesdaghinia et al., 2010; Moghaddam and Fijani, 2008; Oruc, 2008). The importance of defluoridation techniques have been increased because of high concentration of fluoride in drinking water and its effects on human health (Adler and Organization, 1970; EPA, 1975). The measures are being made for defluoridation of drinking water to prevent and control the diseases. Consequently, the extent of the fluorosis is reducing in contesting the devastating fluorosis (AMA, 1975; Chand, 1999). Concerning to public health, fluoride is well recognised element and it exists in almost every type of water especially high content in groundwater, rocks, mineral and earth crust etc. The range of the fluoride concentration in drinking water should be from 1.0 to 1.5 ppm recommended by WHO. Multi- proportional health hazards fallout by the ingestion of fluoride greater than 6 ppm, common occurrence is deformation of bones in children and adults, skeletal and dental fluorosis (Hubner, 1969; Ramamohana Rao and Rajyalakshmi, 1974; Susheela et al., 1993). Permanent suppression of growth is caused by the continuous intake of non-fatal fluoride dose. Usually fluoride ion form complexes with the ions of magnesium and other metal, inhabiting various type of enzymes (Ramesam and Rajagopalan, 1985; Rao, 1992; Rao and Naidu, 1973). Sources of fluoride are fluorite, apatite and fluorapatite in bedrock aquifer system; these minerals occur as detrital grains in sedimentary rocks, as dispersed grains in unconsolidated deposits or as evaporites (Basavarajappa and Manjunatha, 2015). Fluoride in groundwater shows variation due to distinct geological settings. Factors on which concentration of fluoride depend are soil temperature, pH, oxidation-reduction process, amount of soluble and insoluble fluoride in host rocks, size and type of geological formation, anion exchange capacity of aquifer materials (i.e., OH- for F-), rainfall, contact of water with rock and its duration (Basavarajappa and Manjunatha, 2015). 4.5 WQI Result Water quality of collected samples is unfit for drinking purpose, as the value of WQI is above 150 (Table 5). It implies that proper treatment of groundwater is required before its use for drinking purpose. Conclusion Calculated value of WQI shows that the groundwater falls into the unfit category for drinking. Generally, the groundwater of study area is poor for drinking purpose but relatively deeper aquifers (depth > 100 feet) are better than shallow (depth < 100 feet). However, fluoride contamination is prevailing in deep wells. Detailed studies are needed to trace the source of high fluoride in the deep aquifers and to find out the reasons of changed chemistry of aquifers at both depth ranges. . 206 Khan, A & Khan, M.A./ JGEET Vol 03 No 04/2018 Table 4. Correlation matrices among all physico-chemical parameters. pH TDS Hardness Na K Ca Mg Cl SO4 HCO3 NO3 Fe Mn F pH 1 TDS -0.372966 1 Hardness 0.125784 -0.129476 1 Na -0.136777 0.686071 -0.248508 1 K -0.647161 0.148932 0.064019 -0.145062 1 Ca -0.444693 0.481252 -0.226802 0.079815 0.448252 1 Mg 0.29297 -0.311664 0.908285 -0.235727 -0.140723 -0.613452 1 Cl -0.161626 0.839011 0.043485 0.694131 -0.175605 0.203578 -0.052127 1 SO4 -0.647811 0.484761 0.002154 0.020682 0.591416 0.629941 -0.268802 0.15876 1 HCO3 0.310676 -0.173781 0.69126 -0.25424 -0.346372 -0.547255 0.79559 0.08096 -0.330399 1 NO3 -0.192392 -0.155926 0.658871 -0.182882 0.566978 0.126667 0.47979 -0.180897 0.109573 0.157279 1 Fe -0.333524 0.365949 -0.13351 0.288126 -0.112323 0.167518 -0.180166 0.355197 0.220076 -0.021307 -0.295765 1 Mn -0.306951 -0.307614 0.288583 -0.291197 0.362225 0.112208 0.185732 -0.26106 0.213725 -0.007118 0.56127 0.1337 1 F 0.430868 -0.296476 0.623499 -0.27454 -0.540174 -0.551706 0.742544 0.090892 -0.518584 0.87871 0.047157 0.023336 -0.010757 1 Table 5. Correlation matrices among all physico-chemical parameters. Parameters pH TDS (mg/L) Hardness (mg/L) Na (mg/L) K (mg/L) Ca (mg/L) Mg (mg/L) Cl (mg/L) SO4 (mg/L) HCO3 (mg/L) NO3 (mg/L) Fe (mg/L) Mn (mg/L) F (mg/L) Observed Value (Vn) 7.052 2862 353.056 974.6 27.06 155.3 48.05 545.3 600 138.1 11.64 0.117 0.04 1.697 WHO Limit (Vs) 8.5 500 500 200 12 75 150 250 250 300 10 0.3 0.02 1.5 Ideal Value (Vi) 7 0 0 0 0 0 0 0 0 0 0 0 0 0 Qn 3 572 70 487 225 207 32 218 239 46 116 38 199 113 Wn=k/Vn 0.0026 0.0000 0.0001 0.0000 0.0007 0.0001 0.0004 0.0000 0.0000 0.0001 0.0016 0.1587 0.4959 0.8841 Qn*Wn 0.008 0.004 0.00366 0.009 0.153 0.025 0.012 0.007 0.007 0.006 0.184 6.032 98.68 99.9 WQI 3 572 70 487 225 207 32 218 239 46 116 38 199 113 WQI Avg. 183.2142857 Khan, A & Khan, M.A./ JGEET Vol 03 No 04/2018 207 Acknowledgement Authors extend sincere regards to Prof. Dr. Shahid Naseem, Chairman, Department of Geology, for providing the analytical facilities. 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Sci. 6, 8 16. https://doi.org/10.1007/s12182-009- 0002-3 © 2018 Journal of Geoscience, Engineering, Environment and Technology. All rights reserved. This is an open access article distributed under the terms of the CC BY-SA License (http://creativecommons.org/licenses/by-sa/4.0/). http://creativecommons.org/licenses/by-sa/4.0/ http://creativecommons.org/licenses/by-sa/4.0/ 1. Introduction 2. Geology of Study Area 3. Materials and Methods 3.1 Sample Collection 3.2 Groundwater Analysis 3.3 Water Quality Index 4. Results and Discussion 4.1 Physicochemical characteristics 4.2 Shallow Aquifers 4.3 Minor and trace Solutes 4.4 Deep Aquifers 4.3.1 Fluoride Content 4.5 WQI Result Conclusion Acknowledgement References