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IRJET- Determination of Water Quality Index(WQI) for Groundwater of Kakumanu Mandal
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1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 11 | Nov 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 316 DETERMINATION OF WATER QUALITY INDEX(WQI) FOR GROUNDWATER OF KAKUMANU MANDAL VINAY NANNAPANENI1 1M.S. Riga technical University, Riga, Latvia. ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - Usually, groundwater is clean and free from bacteria. Water is filtered through soil layers and settle in one layer called groundwater. Due to improper disposal of waste collected from domestic, industries tend to pollute the groundwater. The present study is aimed to compute water quality index (WQI)tointerfacethesuitabilityofdrinkingwater. Todeterminethe quality of groundwater by WQI, nine samples were collected from different regions of Kakumanu Mandal. Laboratory test are performed for the samples collected from various regions of Kakumanu. The samples were analyzed to compute its parameters on quality of groundwater. pH, total dissolved solids, total hardness, turbidity, chloride, nitrate, sulphate, iron, potassium and magnesium are the different parameters that are analyzed as per standards. The obtained results from various regions are compared with WHO, BIS and USPH standards. Key Words: Ground water, Water Quality Index (WQI), Standards, Ground water, physicochemical parameters. 1. INTRODUCTION Groundwater is very essential resource for water supplyindrinkingwater,irrigationandindustrial development.Due to the anthropogenic activities, increase in the demand and climatic conditions, the pressure on groundwater resource is also increased. With these extreme demand in irrigation and industrial increase, the demand of water israisedfrompast yearsand still raising. Throughout the world, problems in water resources are with qualitative (i.e. caused by contamination of surface and ground water) and quantitative (i.e. caused by climatic change, overuse of surface and ground water, melting water from glaciers and reduction in precipitation). Industrial waste and municipal solid waste are recorded as leading cause for the surface and groundwater pollution. Groundwater consists of different varieties of chemical constituents in different concentrations lead in result of chemical reactions between water and geological components. Groundwater is the most important sourceforwatersupplyineveryuse for world. [10] Many compounds can dissolve in water and some can be suspended. Groundwater has less chance for the contamination of water when compared to surface water (streams, rivers and lakes). Otherwise, contamination can occur through soil cracks. In overlying soil and rock soil, toxic compounds can easily flow into ground.[5] Contamination of ground water is serious, whether the water supply is for drinking or used for irrigation. Ground water source is the main source for drinking, commercial and industrial needs if the source of water is in god condition. The main aim of this paper is to collect data related to physical and chemical parameters and these parameters are examined to know water status of Kakumanu Mandal. 2. DESCRIPTION OF STUDY AREA Study area Kakumanu Mandal [6]is in Guntur district of an Indian state Andhra Pradesh shown in Figure 1. It lies within latitude of 16:3 North and longitude 80:23 East in the southeast of Andhra Pradesh [8] and 40kilometers from main city Guntur. Mandal consists of 17 villages namely,[3] Appapuram, Bhallukanudupalem, Bodipalem, Chinalingayapalem, Garikapadu, Garlapadu, Kakumanu, Kollimarla, Kommuru, Kondapatur, Kotivanipalem, Lingamguntapalem, Pandrapadu, Peddivaripalem, Retur, Telagayapalem and Valluru.Samplesofgroundwaterweretakenin ninedifferent regionsinKakumanu Mandal are Kakumanu, Kommuru, Kondapatur, Appapuram, Bodipalem, Garikapadu, Kollimarla, Retur and Vallur.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 11 | Nov 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 317 Figure 1: Location of Study area. 3. Determination of WQI The samples were collected in 0.5-liter bottle and Nitric Acid (HNO3) is added immediately to prevent the loss of bacterial and fungal growth. All these samples were analyzed with pH, total dissolvedsolids,total hardness,turbidity,chloride, nitrate, sulphate, iron, potassium and magnesium parameters as per standards. Water quality index was calculated for the water suitability for consumption. Water quality index (WQI) is calculated by [1][6][9]: Water Quality Index, WQI = ; Where, q is ith water quality rating parameter and given by qi= Vactual = Va= actual value of water quality parameter determined from laboratory, Videal = Vi= Ideal value of water quality parameter determined from standard tables, Vi = 7 [for pH] and Vi = 0 [for other parameters] Weight of parameter Wi = Where, K = proportionality constant = 1 Si = Standard value for ith quality parameter n = total number of water quality parameters. To determine the water quality index WQI, ten parameters were chosen andbyusingdrinkingwaterstandardsrecommendby World Health Organization WHO, Bureau of Indian standards BIS, USPH are used for calculation as shown in Table 2. The observed recordings of each nine samples with parameters are shown in Table 1:
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 11 | Nov 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 318 Table 1: Physicochemical parameters of drinking water (Kakumanu Mandal) Village name Kakumanu Kommuru Kondapatur Appapuram Bodipalem Garikapadu Kollimarla Retur Vallur pH 7.95 7.59 7.58 7.5 7.32 7.3 7.28 7.38 7.9 TDS 2089 2034 2136 1460 1271 1488 558 1720 2986 TH 683 461 563 396 400 482 546 518 489 T 2.1 2.5 1.4 2.4 2.5 2.3 2.7 1.9 2.4 Cl 320.88 171.20 159.77 441.35 250.28 211.82 269.50 389.49 436.52 NO3 1.1 0.2 0.2 1.5 0.1 0.1 1.5 1.6 0.2 SO4 181.12 143.4 160 148.65 135.23 169.24 121.12 160.72 140.27 Fe 0.01 0.004 0.001 0.001 0.001 0.01 0.01 0.002 0.004 K 6.8 6.5 2.5 3.9 7.2 4.2 5.9 4.5 6.9 Mg 339 217 129 151 154 148 121 230 145 Table 2: Drinking water Standards Parameters Standards Unit weight Recommended by pH 6.5-8.5 4 WHO, USPH, BIS TDS 500 mg/L 4 WHO, USPH, BIS TH 300 mg/L 5 WHO, USPH, BIS T 10 3 BIS Cl 250 mg/L 3 WHO, USPH, BIS NO3 45 mg/L 5 WHO, BIS SO4 200 mg/L 3 WHO, USPH, BIS Fe 0.1 3 WHO, BIS K 20 mg/L 2 WHO Mg 30 mg/L 2 WHO, USPH, BIS 4. EXAMING PARAMETERS Examining pH pH value should lie between 6.5 to 7.5 as per is10500. Maximum value of pH is 7.95 and minimum value of pH is 7.28 Mean average value is 7.53. Acceptable Range is 6.5-8.5. Not effected.
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 11 | Nov 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 319 Examining Total Dissolved Solids (TDS) Acceptable range is 500 mg/L and Permissible limit is 2000 mg/L. Maximum TDS value is 2986mg/L and Minimum value is 558 mg/L. Mean average value is 1749.11 mg/L. Hence not affected. Examining TH Total Hardness Acceptable range is 200mg/L and Permissible limit is 600 mg/L. Maximum TH value is 746 mg/L and Minimum value is 396 mg/L. Mean average value is 526.44. Examining Cl 320.88 171.2 159.77 441.35 250.28 211.82 269.5 389.49 436.52 0 200 400 600 Cl()mg/L Samples Chlorine mg/L Chlorine acceptable range value is 250 mg/L and Permissible limit is 1000 mg/L. Maximum alkalinity value is 441.35 and minimum value is 159.77. Mean average value is 294.53.
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 11 | Nov 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 320 Examine NO3 1.1 0.2 0.2 1.5 0.1 0.1 1.5 1.6 0.2 0 1 2 Kakumanu Kommuru KondapaturAppapuram Bodipalem Garikapadu Kollimarla Retur Vallur NO3(mg/L) Samples NITRATEmg/L Acceptable range of Nitrate is 45 mg/L and Permissible limit is 45 mg/L. Maximum alkalinity value is 1.6 mg/L and minimum value is 0.1 mg/L. Mean average value is 0.722. The concentration of nitrate should not be higher and hence the care should be taken for drinking. Examining SO4 Acceptable range of sulphate is 200 mg/L and Permissible limit is 400 mg/L. Maximum alkalinity value is 181.12 and minimum value of alkalinity is 121.12. Mean average value is 151. 083. Examining F The Acceptable range of Fluoride is 1 mg/L and permissible limit is 1.5 mg/L. Maximum alkalinity value is 0.01 and minimum value is 0.001. Mean average value is 0.005. The concentration of Fluoride is within acceptable limits.
6.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 11 | Nov 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 321 Examining K Acceptable range of Potassium is 20 mg/L. Maximum value of alkalinity is 7.5 and minimum value is 2.5. Mean average value is 5.37. 5. RELATIVE WEIGHT The relative weight Wi is calculated as: Wi = ; Where n is number of parameters. The water quality parameters and the relative weights of parameters are shown in Table 3. Table 3: Water quality parameters, its weight and Relative weights. Parameters Weight of each parameter wi Relative Weight Wi pH 4 0.1176 TDS 4 0.1176 TH 5 0.1471 T 3 0.0882 Cl 3 0.0882 NO3 5 0.1471 SO4 3 0.0882 Fe 3 0.0882 K 2 0.0588 Mg 2 0.0588 Total 34 0.9998 6. CALCULATION OF WATER QUALITY PARAMETERS Table 4. shows the calculation of parameters with their standard values. Table 4: Calculation of water quality parameters Parameters Si Wi=K/Si Qi QiWi pH 7.5 0.1333 100 13.33 TDS 500 0.002 140.02 0.28 TH 300 0.0033 256.2 0.8454 T 10 0.1 27.64 2.76 Cl 250 0.004 669.88 2.6795
7.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 11 | Nov 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 322 NO3 45 0.0222 1.6309 0.0362 SO4 200 0.005 308.83 1.5441 Fe 1 1 0.401 0.401 K 20 0.05 36.75 1.831 Mg 30 0.0333 119.79 3.989 Total 1.3531 27.7022 According to standards of water quality index level, the status of water quality is shown in Table 5. Table 5: Status of Water Quality Index in water quality index. Water Quality Index Level (WQI) Water Quality Status 0-25 Excellent 26-50 Good 51-75 Poor 76-100 Very poor >100 Unsuitable for drinking 7. CONCLUSION Ground water quality was known in selected areas of Kakumanu Mandal. The physio-chemical parameters are examined, and characteristic values are analysed for WQI. The quality of ground water is estimated by using different physio- chemical parameters such as pH, total hardness, total dissolved solids,chlorides,nitrate,sulphate,potassium, magnesium,iron and turbidity. After analysis of various physio-chemical parameters, water quality index (WQI) is observed as 27.7022.Water quality index at Kakumanu, Appapuram, Kollimarla and Vallur, the highest values are observed due to higher values of total dissolved solids, calcium, magnesium and total hardness. And it also indicates that thesefourstationsare watercontaminated. Hence, Kakumanu, Appapuram, Kollimarla and Vallur stations are to be treated before consumption and to protect the groundwater from contamination. REFERENCES [1] Akiladevi A, Rajesh j, at. al. (October- December 2015) “Spatial analysis ofgroundwaterqualityatminjurusinggeographic information system” JCHPS Volume 8 Issue 4 pp 829- 835 [2] Asanousi O, Swamy S, Subhashini V. (2018 January) “Ground water quality in the vicinity of industrial locationsinGuntur, A.P, India,” IJESI Volume 7 Issue 1 PP. 72-80. [3] Census of India, C. villages & Towns in Kakumanu Mandal Guntur, Andhra Pradesh-Census2011.[Retrievedon1st October 2019]. [4] Directorate of Census operations, (2011) District Census Handbook, Guntur [Part B] [5] Gupta D, at, al. (2009) “Physiochemical Analysisofgroundwaterofselectedarea ofKaithal city,Haryana,India,”Sciencepub PP. 1-5. [6] Siddhartha Kumar J. (2013 September) “Central ground water board Ministry of water resources Government of India, Ground Water Brochure, Guntur District, Andhra Pradesh” [7] Sravan Kumar C, at, al. (2019 April) “Assessment of groundwater qualitynearmunicipal dumpsiteandestimationofwater quality index by using weighted arithmetic methodTenali,GunturDistrict,Andhra Pradesh,India,”IJRTEVolume-7Issue-6 PP.125-129. [8] Subba Rao K, at, al. (2018 April) “Assessment and comparison of groundwater quality in Guntur district, Andhra Pradesh by using ARC GIS,” IJISRT Volume 3 Issue 4 PP. 201- 213. [9] Vinay N, (2019 October) “A Case study and Design approach for sewage treatment plant in Kakumanu village,” IRJET Volume 06 Issue 10. Pp 968-974 [10] Yogendra K. and Puttaiah E. (2008) “Determination of water quality index and suitability of an urban waterbody in Shimoga town, Karnataka,” The 12th World Lake Conference: 342- 346. [11] https://www.encyclopedia.com/environment/energy-government-and-defense-magazines/groundwater-quality.
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