CORRELATION STUDY ON PHYSICO-CHEMICAL PARAMETERS AND QUALITY ASSESSMENT OF GROUND WATER OF BASSI TEHSIL OF DISTRICT JAIPUR, RAJASTHAN,

pp. 78-91

Umesh Saxena 1* and Swati Saxena2

1Principal and Professor, Chanakya Technical Campus, Jaipur (Raj.)-302022 (India)

2Research Scholar, Gyan Vihar University, Jaipur, Rajasthan (India)

*Corresponding Author email: saxenaumesh@yahoo.com

ABSTRACT

Water is an essential natural resource for sustaining life and environment but over the last few decades the water quality is deteriorating due to it’s over exploitation. Water quality is essential parameter to be studied when the overall focus is sustainable development keeping mankind at focal point. Groundwater is the major source of drinking water in rural as well as in urban areas and over 94% of the drinking water demand is met by groundwater. The study was carried out to assess the ground water quality and its suitability for drinking purpose in most rural habitations of Bassi tehsil of district Jaipur, Rajasthan, India. For this purpose, 50 water samples collected from hand pumps, open wells and bore wells of villages of study area were analysed for different physico-chemical parameters such as pH, electrical conductivity, total alkalinity, total hardness, calcium hardness, magnesium hardness, chloride, nitrate, fluoride and total dissolved solids. pH value in the study area found from 7.0 to 8.1. EC ranges from 392-5152 µ mhos/cm and total alkalinity between 190 to 980 mg/L. Total hardness ranged from 60 to 2400 mg/L and calcium hardness from 20 to 1150 mg/L. Magnesium hardness varied from 40 to 1250 mg/L and chloride from 20 to 2000 mg/L. Values of nitrate concentration varied from 2 to 380 mg/L and fluoride from 0.3 to 9.6 mg/L while value of TDS ranges from 560 to 7360 mg/L. The study reveals that almost all parameters were exceeding the permissible limits. As per the desirable and maximum permissible limit for fluoride, nitrate, total dissolved solids and chloride in drinking water, determined by WHO BIS and ICMR standards, 44%, 14%, 24% and 42% of groundwater sources are unfit for drinking purposes respectively. Due to the higher fluoride level in drinking water several cases of dental and skeletal fluorosis have appeared in this region. After evaluating the data of this study it is concluded that drinking water of Bassi tehsil is not potable and there is an instant need to take ameliorative steps in this region to prevent the population from adverse health effects.

Keywords:   Groundwater   quality,   Physico-chemical   parameters,   Statistical   Parameters

INTRODUCTION

Water is life’s matter and matrix, mother and medium. There is no life without water.” In now days, the modern civilization, urbanization and expanded population with resulting industrial  operation  has intensified the old problem of  polluting our life, mother and medium.  At  present our life, mother and medium is being polluted and even worse  situation  is  that we encounter with scarcity  of  this degraded quality of water too. It has raised certain basic challenges in  our environment and we are suffering both the problems of quality and quantity of water. In India  groundwater is  the major source of drinking water and over 94% of the drinking water demand is met by groundwater. Water quality is essential parameter to be studied when the overall focus  is  sustainable  development  keeping mankind at focal point, since it is directly linked with human welfare. (Saxena and Saxena,2013)

Statistical investigation offers more attractive options in environment science, though the result may deviate more from real situations (Nemade and Shrivastava, 1997). The correlation provides an excellent tool for the prediction of parametric values within a reasonable degree of accuracy (Venkatachalam and Jabenesan, 1998). The quality of water is described by its physical, chemical and microbial characteristics. But, if some correlations are possible among these parameters, then the more significant ones would be useful to indicate fairly the quality of water (Dhembare and Pondhe, 1997). A systematic study of correlation of the water quality parameters not only helps to assess the overall water quality but also to quantify relative concentration  of various pollutants in water and provide necessary cue for implementation of rapid water quality management programmes (Dash et al, 2006).

Rajasthan is the largest state in the country in terms of geographic spread. It has  an area of 342,239 lakh Sq kms being largest state of the country having 10.41 % of the country’s area and 5.5% of nation’s population but has low water resources i.e. 1% of the country’s resources.  The  state has extreme climatic and geographical condition and it suffers both the problems of quantity and quality of water.

Review on the literature showed that no studies have been undertaken in the study area with regard to physico-chemical characteristics of water yet. So  the objective of this study was to investigate the quality of drinking water (underground water) in most rural habitations of Bassi Tehsil of Jaipur, Rajasthan, India.

MATERIALS AND METHODS

Study Area

Jaipur district with geographical area of 11,151 sq. km forms East-central part of the Rajasthan which is administered by 13 tehsils and 13 blocks. The district covers about 3.3% of total area of the State. Jaipur, the capital city is also popularly known as Pink city and is situated towards central part of the  district.  The  semi-arid district receives normal annual rainfall of 527mm (1901-71) while average annual rainfall for the last 30 years (1977-2006) is 565mm. Over 90% of total annual rainfall is received during monsoon. (CGWB, 2007; JDA,2012).

Bassi Tehsil of Jaipur district is almost 29 KM far away from the main city having the area of 654.69 sq.km. It is located at 26096’ N latitude and 75062’E longitude. In Bassi Tehsil there are 210 villages (famous for their leather footwear and Embroidery beading). There are no major surface water sources  in  the  study  area  however,  main sources of drinking water are open wells, hand pumps and bore wells.

Water Sampling

Ground water samples of a total of 50 villages in Bassi Tehsil of Jaipur district were collected in pre-cleaned and rinsed polythene bottles of two litre capacity with necessary precautions. (Brown et al. 1974) The samples were collected, during April 2013 to March 2014 from manually operated hand pumps, open wells and bore wells.

Physico-chemical  Analysis

All the samples were analyzed for the following Physico-chemical  parameters; pH, Electrical Conductivity (EC), Total Alkalinity (TA), Total Hardness (TH), Calcium hardness (Ca H), Magnesium hardness (Mg H), Chloride, Nitrate, Fluoride and Total Dissolved Solid (TDS). The analysis of water samples were out carried in accordance  to  standard analytical methods (APHA, 2005). All the chemicals used were of AR grade and double distilled water used for preparation of solutions. Details of the analysis methods are summarized in Table-1.

Table-1: Parameters and methods employed in the physicochemical examination of water samples

S.No. Parameters Unit Method Employed
1. pH Digital pH-meter
2. Electrical Conductivity µ mhos/cm Digital Conductivity-meter
3. Total Alkalinity Mg/L Titrimetric method (With HCl)
4. Total Hardness (as CaCO3) Mg/L Titrimetric method (with EDTA)
5. Calcium Hardness (as CaCO3) Mg/L Titrimetric method
6. Magnesium Hardness (as CaCO3) Mg/L Titrimetric method
7. Chloride (as Cl-) Mg/L Titrimetric method (With AgNO3)
8. Nitrate (as NO3-) Mg/L Spectrophotometric method
9. Fluoride (as F-) Mg/L Ion Selective Electrode
10. Total Dissolved Solids Mg/L Digital Conductivity-meter

Statistical Analysis

In the present study Minimum, Maximum, Average, Standard Deviation and Correlation coefficient (r) has been calculated for each pair of water quality parameters by using Excel spreadsheet for the experimental data.

The standard formulae  were  used in the calculation for statistical parameters are as follows (S.P. Gupta, 1999):

x = Value of Observation

N = Number of Observation

x = Values of Parameter

n = Number of Observations

x,y = Values of array 1 and array 2 respectively.

n = Number of Observations

RESULT AND DISCUSSION

The respective values of all water quality parameters in the groundwater samples are illustrated in Table-2. All the results are compared with standard permissible limit recommended by the Bureau of Indian Standards (BIS), Indian Council of Medical Research (ICMR) and World Health Organization (WHO), depicted in Table-3. Statistical Parameters of groundwater samples of study area are summarized in Table-4.

  1. pH: pH is measure of intensity of acidity or alkalinity of water. All chemical and biological reactions are directly dependent upon the pH of water system (Rao, 2006). In our findings pH varied between 7.0-1. Maximum pH was recorded at S18 in village Ghata and minimum pH was recorded at S12 in village Chatarpura, which are not within the permissible limit prescribed by BIS, ICMR and WHO. The variation of pH in ground water samples of study area is depicted in Figure – 1, which shows that most of the samples are alkaline in nature. The pH of water is very important indication of its quality and provides information in many types of geochemical equilibrium or solubility calculations (Mitharwal et al., 2009).
  2. Electrical Conductivity: The electrical conductivity of water depends upon the concentration of ions and its nutrient status. Based on electrical conductivity values the water quality can be classified as poor, medium or good (Gulta, Sunita, & Saharan, 2009). In the present investigation  maximum conductivity 5152 µ mhos/cm was observed at S21 in village Hans Mahal and minimum 392 µmhos/cm at S11 in village Chakrod Wali. The maximum limit of EC in drinking water is prescribed as 1400 µ mhos/cm (WHO: 2006), Samples are exceeding the permissible limit as shown in Figure- 2.
  3. Total Alkalinity: Total Alkalinity ranges from 190 mg/L to 980  mg/L,  the maximum value was recorded in village Jhar (S26) and minimum in village Chakrod Wali (S11). Variation in total alkalinity of ground water samples is represented in Figure- 3 which clearly depicts that these values are more than the permissible limits of BIS, ICMR and    In   ground   water,   most   of   the alkalinity is caused due to carbonates and bicarbonates.
  4. Total Hardness: Hardness is the property of water which prevents lather formation with soap and increases the boiling point of water. Hardness of water mainly depends upon the amount of calcium or magnesium salt or both (Singh et al. 2012). It is an important criterion for determining the usability of water for domestic, drinking and many industrial supplies (Mitharwal et al., 2009). In our findings the value of hardness fluctuates from 60 mg/L to 2400 mg/L (Figure-4), which are beyond the permissible limit as prescribed by BIS, ICMR and WHO. The minimum value was found in S12 (Village- Chatarpura) and maximum value was found in samples S8 (village- Benada).
  5. Calcium Hardness: Calcium Hardness varies from 20 mg/L to 1150 mg/L as illustrated in Figure- It may be due to the presence of high amounts of calcium salts in ground water samples.

Table-2: Analysis of ground water quality parameters in villages of Bassi Tehsil (Jaipur, Rajasthan, India)

S.NO. Sampling Site Code pH EC Alk. mg/l TH

mg/l

Ca H mg/l Mg H mg/l Cl

mg/l

NO3

mg/l

F

mg/l

TDS

mg/l

1. Akhapura S1 8.0 2072 710 230 100 130 680 18 3.2 2960
2. Anantpura S2 7.8 840 660 120 50 70 280 37 1.5 1200
3. Ballupura S3 7.6 448 400 190 80 110 20 19 0.4 640
4. Banskho S4 7.7 896 820 150 60 90 100 35 2.4 1280
5. Bari S5 7.7 616 470 600 250 350 300 13 3.3 880
6. Barla S6 7.7 487.2 390 100 40 60 130 03 2.1 696
7. Bassi S7 7.3 980 290 120 40 80 100 26 1.26 1400
8. Benada S8 7.7 3136 400 2400 1150 1250 1000 359 0.74 4480
9. Budarpura S9 7.7 448 440 160 70 90 40 29 1.3 640
10. Chainpuriya S10 7.7 448 480 80 30 50 20 05 1.8 640
11. Chakrod Wali S11 7.8 392 190 90 30 60 50 10 4.1 560
12. Chatarpura S12 7.0 896 800 60 20 40 80 12 5.9 1280
13. Danau Kala S13 7.8 728 700 100 40 60 60 02 1.9 1040
14. Danau Khurd S14 7.7 1848 400 560 200 360 480 08 0.9 2640
15. Dholi S15 7.4 1176 680 340 160 180 280 14 1.3 1680
16. Garh S16 7.7 896 490 230 100 130 220 02 1.2 1280
17. Ghasipura S17 7.6 448 340 140 60 80 30 06 0.3 640
18. Ghata S18 8.1 616 570 120 50 70 40 03 2.4 880
19. Gumanpura S19 7.7 560 380 200 80 120 100 08 2.0 800
20. Gwalini S20 7.8 406 320 200 90 110 40 10 1.3 580
21. Hans Mahal S21 7.8 5152 640 910 390 520 2000 54 2.9 7360
22. Hanumanpura S22 7.7 672 550 120 50 70 80 27 0.8 960
23. Hathipura S23 7.6 784 540 180 70 110 140 21 1.1 1120
24. Jahjwar S24 7.9 1064 720 200 80 120 220 65 1.2 1520
25. Jeetawala S25 7.6 1456 760 320 140 180 400 19 1.5 2080
26. Jhar S26 7.6 616 980 160 70 90 170 39 2.0 880
27. Kacholiya S27 7.7 784 800 120 60 60 90 37 2.1 1120
28. Kanota S28 7.5 2520 780 320 150 170 1100 38 1.8 3600
29. Kanpuriya S29 7.4 2464 430 670 290 380 750 16 2.1 3520
30. Kashipura S30 7.6 784 640 100 40 60 80 16 8.4 1120
31. Keshopura S31 7.7 1512 500 400 160 240 510 10 0.7 2160
32. Kuthada S32 7.9 784 760 240 100 140 60 31 2.7 1120
33. Lalawala S33 7.7 784 680 80 30 50 40 10 1.4 1120
34. Lalgarh S34 7.5 1064 580 320 140 180 300 02 1.5 1520
35. Manser Khedi S35 7.9 1176 760 300 120 180 180 43 1.0 1680
36. Mohanpura S36 7.7 1400 790 180 80 100 270 27 1.0 2000
37. Mundali S37 7.7 840 620 100 40 60 100 41 9.6 1200
38. Nangal Karna S38 7.7 425.6 390 110 40 70 150 2 1.9 608
39. Nayagav S39 7.7 560 330 180 80 100 80 28 0.3 800
40. Parasoli S40 7.8 492.8 580 150 60 90 50 08 2.4 704
41. Parempura S41 7.9 3528 510 980 460 520 570 10 1.8 5040
42. Patalabas S42 7.7 784 340 460 190 270 180 113 0.3 1120
43. Patan S43 7.8 2408 620 590 220 370 870 22 1.1 3440
44. Peipura S44 7.6 1400 730 260 110 150 380 51 1.3 2000
45. Rajwas S45 7.8 1232 660 260 110 150 260 58 1.0 1760
46. Ratanpura S46 7.7 1512 900 360 170 190 380 04 1.2 2160
47. Sambhariya S47 7.3 1064 700 70 30 40 40 24 4.2 1520
48. Siya Ka Bas S48 7.6 896 780 100 40 60 120 02 1.2 1280
49. Tilpatti S49 7.8 560 600 240 100 140 20 11 0.7 800
50. Tunga S50 7.8 1456 300 980 510 470 400 380 0.4 2080
  1. Magnesium Hardness: Magnesium Hardness of groundwater is varying from 40 mg/L to 1250 mg/L as shown in Figure-
    1. High values of magnesium hardness can be   attributed   to   the   large   amounts   of magnesium salts in ground water.
  2. Chloride: Chloride contents in fresh water are largely influenced by evaporation and precipitati Chloride ions are generally more toxic than sulphate to most of the plants and are best indicator of pollution (Rao, 2006). Chloride found high during the study ranged from 20 mg/l to 2000 mg/l (Figure-7). Minimum value was observed at samples S3, S10 and S49 and maximum value was observed at S21 in village Hans Mahal. These unusual concentrations may indicate pollution by organic waste. Chloride salts in excess of 100 mg/1 give salty taste to water and when combined with calcium and magnesium, may increase the corrosive activity of water (Tatawat and Singh- Chandel, 2007).
  3. Nitrate: During the study  Nitrate fluctuated between 0 to  380  mg/l (Figure -8). Which are beyond the permissible limit of BIS, ICMR and WHO. In presence of high concentration of nitrate drinking water is toxic (Umavathi et al. 2007).  Due  to  higher  concentration  (over 100 mg/L) of nitrate in water, infants, less than six month old, are suffering from methamoglobinemia or blue baby disease.
  4. Fluoride: Fluoride is important in human nutrition for the normal development of bone The required level of fluoride is 1.0 to 1.5 mg/L. Higher concentration of fluoride in ground water appears to create dental, skeletal and non-skeletal fluorosis (Saxena and Saxena, 2013). Fluoride concentration in sampling sites ranges from 0.3 to 9.6 mg/L in ground water samples, with lowest value 0.3 mg/L (S17, S39 and S42) in village Ghasipura, Nayagav, Patalabas and highest value 9.6 mg/L (S37) in village Mundali. As shown in Figure-9 and Table-2 most of the samples are having fluoride concentration more   than   the   permissible   limit   and suffering from the acute fluoride problems.
  5. Total Dissolved Solids: Total dissolved solid is an important parameter  for drinking water and water to be used for other purposes beyond the prescribed limit, it imparts a peculiar taste to water and reduce its potability (Sandeep Mitharwal et al., 2009). Total dissolved solids are composed mainly of carbonates, bicarbonates, chlorides, phosphates and nitrates of Calcium, Magnesium, Sodium, Potassium, Manganese, organic matter salt and other particles (Siebert et al., 2010). In the present finding TDS value varied from 560 to 7360 mg/L (Figure-10), which  is also not within the prescribed permissible limit Maximum TDS recorded at S21 in village Hans Mahal and minimum at S11 in village Chakrod Wali.

Table-3: Standards for drinking water quality

S. No. Parameter BIS: 1999 ICMR: 1975 WHO: 2006
1. pH 6.5-8.5 7.0-8.5 6.5-8.5
2. EC (µmhos/cm) 1400
3. TA 600 600 120
4. TH 600 600 500
5. Cl- 1000 200 200
6. NO3- 100 50 45
7. F- 1.5 1.5 1.5
8. TDS 2000 1500 500

Table-4: Statistical parameters of the different chemical constituents of ground water of the study area

S.No. Parameter Minimum Maximum Average Standard Deviation
1. pH 7.0 8.1 7.684 0.1833
2. EC 392 5152 1170.23 912.57
3. TA 190 980 578 182.09
4. TH 60 2400 313 377.52
5. Ca H 20 1150 136.6 180.51
6. Mg H 40 1250 176.4 198.36
7. Cl- 20 2000 280.8 358.87
8. NO3- 2 380 36.56 71.71
9. F- 0.3 9.6 1.97 1.80
10. TDS 560 7360 1671.76 1303.68

Correlation of water quality parameters

In the present study the correlation coefficients (r) among  various  water quality parameters have been calculated and the numerical values of correlation coefficients (r) are tabulated in Table- 5.Correlation coefficient (r) between any two parameters, x & y is calculated for parameter such as water pH, electrical conductivity,      total      alkalinity,      total hardness,   calcium   hardness,   magnesium hardness, chloride, nitrate, and total dissolved solids and negative correlations with total alkalinity and fluoride. EC has been found to show negative correlations with fluoride  while all other parameters are  positively correlated with EC. Out of the 55 correlation coefficients, 6 correlation coefficients (r) between the TDS and EC, Cl-    and   EC   (0.9356),   Ca   H   and   TH (0.9960),  Mg  H  and  TH  (0.9967),  Ca  Hhardness,  chloride,   nitrate,  fluoride  and Mg H (0.9856), Cl and TDS (0.9356) total dissolved solids of the ground water samples. The degree of line association between any two of the water quality parameters as measured  by the simple correlation coefficient (r) is presented as 10 x 10  correlation  matrix.

The pH has been found to show positive correlation with electrical conductivity, total       hardness,       calcium       hardness, are  found  to  be  with  highly  significant levels (0.8< r < 1.0), and 1 correlation coefficient gives the significant (0.5< r < 0.6) level of r values. There are 11 value of r which belongs to the moderate significant coefficient levels (0.6< r < 0.8). 42 cases were calculated out positive correlation while 13 cases were  calculated  out negative.

Table-5: Correlation coefficient (r) among water quality parameters

Parameter pH EC TA TH Ca H Mg H Cl NO3 F TDS
pH 1.0000
EC 0.0664 1.0000
TA -0.0596 0.1260 1.0000
TH 0.1124 0.6753 -0.2128 1.0000
Ca H 0.1080 0.6493 -0.2073 0.9960 1.0000
Mg H 0.1156 0.6944 -0.2164 0.9967 0.9856 1.0000
Cl 0.0678 0.9356 0.0861 0.6265 0.5959 0.6501 1.0000
NO3 0.0964 0.2878 -0.2039 0.7330 0.7688 0.6955 0.2825 1.0000
F -0.1871 -0.0426 0.1847 -0.2038 -0.2008 -0.2052 -0.0712 -0.1674 1.0000
TDS 0.0664 1.0000 0.1260 0.6753 0.6493 0.6944 0.9356 0.2878 -0.0426 1.0000

Figure 1- Variation in pH with sampling sites of Bassi Tehsil

Figure 2- Variation in EC with sampling sites of Bassi Tehsil

Figure 3- Variation in Total Alkalinity (mg/L) with sampling sites of Bassi Tehsil

Figure 4- Variation in Total Hardness (mg/L) with sampling sites of Bassi Tehsil

Figure 5- Variation in Ca Hardness (mg/L) with sampling sites of Bassi Tehsil

 

Figure 6- Variation in Mg Hardness (mg/L) with sampling sites of Bassi Tehsil

Figure 7- Variation in Chloride (mg/L) with sampling sites of Bassi Tehsil

Figure 8- Variation in Nitrate (mg/L) with sampling sites of Bassi Tehsil

Figure 9- Variation in Chloride (mg/L) with sampling sites of Bassi Tehsil

Figure 10- Variation in TDS (mg/L) with sampling sites of Bassi Tehsil

CONCLUSION

The analysis of ground water samples collected from different villages of Bassi Tehsil in District Jaipur revealed that, in samples almost all water quality parameters (pH, electrical conductivity, total alkalinity, total hardness, calcium hardness, magnesium hardness, chloride, nitrate, fluoride and TDS) are beyond the permissible limit as per BIS, ICMR and WHO standards. In comparison to all other parameters there is an acute problem of extremely high levels of Fluoride, Nitrate, Total Dissolved Solids and Chloride. As only 56% of ground water samples have fluoride content with in the permissible limit (> 1.5  mg/L, WHO) and remaining 44% of villages are having very high fluoride concentrations. The favourable factor which contributes to rise of fluoride in ground water is presence of fluoride rich rock salt system.

The nitrate ion concentration of 14%    of total        samples was more than 45 mg/L. Some samples contain this concentration u p to   380   mg/L.  The increased  nitrate level   in  the  ground  water  samples may be  due to  the  consumption  of             large quantity   of  nitrogenous  fertilizers  like urea,   NPK   and   cattle-shed along   with municipal         wastes. 24% of ground water samples are having TDS more than 2000 mg/L (relaxed permissible limit as per BIS standards) and 42% ground water samples reported the Chloride level more than 200 mg/L.

The results of current study indicate that the drinking water, used by the people residing in villages of Bassi Tehsil, is not potable. So, the proper environment management plan must be adopted to control drinking water pollution immediately. Based on these results and analysis of water samples, it is also recommended to use water only after boiling and filtering or  by  Reverse Osmosis treatment for drinking purpose by the individuals to prevent adverse health effects.

ACKNOWLEDGEMENTS

Authors are  equally very thankful to Mr. S. Devenda Suptt. Chemist  and Ms. Sunita Yadav Jr. Chemist Public Health Engineering Engineering Department, Jaipur. Authors are also grateful to Dr. Yashoda Kumari Verma for her valuable motivational support in this research work.

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