Assessment of the Impact of Swachh Bharat Abhiyan on the Quality of Soil and Water Sources in and Around Dindigul, Tamil Nadu

DOI : 10.17577/IJERTV6IS110217

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Assessment of the Impact of Swachh Bharat Abhiyan on the Quality of Soil and Water Sources in and Around Dindigul, Tamil Nadu

K. Jayaraj and Anitha Pius*

Department of Chemistry,

The Gandhigram Rural Institute Deemed University Gandhigram, Dindigul 624 302. Tamil Nadu, India.

Abstract:- Swachh bharat abhiyan is a massive movement that seeks to create a clean India. The impact of this programme in Dindigul district was assessed by analyzing physico-chemical and biological parameters of ground water in and around Dindigul to check the quality of water and its suitability for domestic purpose. Open wells, hand pumps, mini power pumps and dam water are the water resources of the study area. Fifty three samples from different sources with special reference to open defecation and non open defecation locations were collected in post monsoon season of 2016. Twenty two water quality parameters were studied. The results were compared with the standard values prescribed by BIS. To find the impact of government level intervention on the environmental quality, presence of fecal indicator bacteria in soil and drinking water sources were studied and compared with the data available before the launch of Swachh bharat Abhiyan. The present investigation revealed that the quality of water varies from location to location and some of the water samples are unfit for drinking and utility purpose. The microscopic observation of soil sample revealed the presence of helminth eggs as Ascaris lumbricoides eggs (both fertile and infertile) as well as that of Trichuris trichiura (whipworm) eggs, an indication of fecal contamination.

Key words: Swachh Bharat Abhyan, water parameters, E-coli, helminth

  1. INTRODUCTION

    Swachh bharat abhiyan is a national campaign by the Government of India, covering 4041 statutory towns, to clean the streets, roads and infrastructure of the country. The main objective of this Swachh Bharat Abhiyan (SBA) is to improve the standard and quality of life in the rural areas. The government is committed to achieve this vision by 2nd October 2019[1]. Government of India had restructured the Comprehensive Rural Sanitation Programme as a whole with effect from 1st April 1999 and launched the Total Sanitation Campaign (TSC) which was a continuation of the previous one. It was renamed Nirmal Bharat Abhiyan (NBA) later, on 1st April 2012. A very meager percentage of (about 22%) of the rural families had access to toilets in 2001. But the Total Sanitation Campaign could improve this situation upto 32.70% as per the readings of 2011 census. If we go further we can see 40.60% rural households have toilets [2].

    Diarrhoeal death is chiefly caused by open defecation as per the inference reached by WHO after their deep study conducted in 2014. Number of people practicing open defecation in 1990 was 1.3 billion. This rate of percentage fell by 21% and reached one billion in 2012 and 82% of this one billion practicing open defecation in the world live in 10 countries including India. India tops the list of countries with highest number of people practicing open defecation [3] when the rest of the world is giving stringent attention to steadily eliminate this habit. The 2011 census shows that 67% of rural households and 13% of urban households are practicing defecation in the open. India alone accounts for 60% of the worlds open defecation as per the reports of the studies by WHO and UNICEF in 2014. Another inference is that an estimated 4.5 billion people are at the risk of infection due to the three common soil- transmitted helminthes, viz., the roundworm (Ascaris lumbricoides), the whipworm (Trichuria trichuria), and the hookworm (Ancylostoma duodenale and Necator americanus)[5,6].

    Sikkim became the first state which declared Open Defecation Free (ODF) according to the report of the secretary for Ministry of Drinking water and Sanitation (MDWS )of India. This was followed by Himachal Pradesh and Kerala. It is a sorry state of affair that the state of Tamil Nadu is not even in the expected list. As far as health and sanitation is concerned, Cuddalore, Thiruvattiyur, Dindigul and Thoothukkudi cities need immediate remedial action and this should be done speedily. If there are any municipalities which cross the redline, they need special attention [4].

    Physico- chemical parameters for ground water samples of Dindigul corporation in summer and rainy seasons for three successive years [2011-2014] were studied by Mohammed Hanipha et al[16]. Zahir Hussain et al analysed physico-chemical parameters for twenty three ground water samples using water quality index in and around Dindigul [17].Pearson correlation co-efficient for physico-chemical parameters and heavy metals were also studied by Mohammed Hanipha et al[18].Water quality and correlation studies were conducted by I.N.Karthika et al at selected locations in Dindigul district[19]. There are clear links drawn between the types and levels of specific contaminants in the air or water in many cases, and their

    health effects are also studied and recorded. However, the impacts of soil pollution on our health have had a much lower profile until recent studies and inferences are reached. Besides, the science involved is complex. The present study deals with assessing the impact of Swatch Bhaarat Abhiyaan especially in an open defecation area like Dindigul and the results are compared with similar studies [16] cited above, which were carried out before the launch of SBA.

    In this study water samples have been taken for physical, chemical and biological characterization from all the available sources of Dindigul corporation limit to check the quality and suitability for domestic purpose. Microbial analysis was also conducted on soil samples to know the level of helminth contamination. Perusal of literature shows that this is the first study to assess physico-chemical and biological parameters of potable water from all available sources and soil helminth study with special reference to open defecation and to find the influence of Swachh Bhaarat Abhiyaan in Dindigul corporation limit.

  2. EXPERIMENTAL SECTION

      1. Study Area

        Dindigul Corporation spreads in 104 Sq.km containing 48 wards. The sampling points of the study area were selected after a pilot study to identify open defecation and non open defecation areas .Dindigul is located within 10° 18 to 10° 25 N latitude and 77° 56to 78° 01 E longitude , covering a total area of 14.01sq.km.(Fig.1).

      2. Sampling Stations

        The main water sources of Dindigul Corporation are Mini Power pumps(M.P.P),Hand Pumps(H.P),Open Wells(O.W) and Dam Water(D.W). In the period of study majority of people had to depend on M.P.P and D.W as 90% of the O.W and H.P contained no water. From the available water sources, twelve O.W samples, nine H.P samples and twenty eight M.P.P samples were chosen for the physico-chemical analysis of water in such a way to get the water quality scenario of the entire Corporation area. Among these, biological analysis was conducted for twelve open well samples. Sample sites for biological analysiss are R.M.Colony, Narayanpillathottam, Kumaran park, Parapatti, Poochinayakampatti, Lourdmatha school, Vinobaji Nagar, Nagal Nagar, Bharathi Hostel,Vekateswara,M.S.P School,Gopalasamudram.

      3. Sample collection strategy

        Samples were collected for this study following standard procedure as described by APHA (1998)[7]. Pre- washed 500 mL sized PVC plastic bottles were used to collect water samples for quality analysis. Samples were collected during the day time between 7.00 to11.00 am. Sample cntainers were labeled on the field using appropriate codes and water samples were temporarily stored in ice packed cooler and transported to the laboratory and stored in a refrigerator at about 40C prior to biological analysis[8]. Physico-chemical analysis had been done within 12 hours of sample collection. These samples were collected

        on the post monsoon season of 2016 and the quality and chemical characteristics were determined by standard methods [9- 12]. The pH was determined using a Micro Computer pH meter. Soil samples were collected from eleven different sites including open defecated areas. All samples were collected during early morning. Samples were taken using metal spade and it was then kept in zip packet.

      4. Swachh Bharat Abhiyan program in Dindigul

        Swachh Bharat Abhiyan is implemented in the year 2014 and is a five year programme. The main objectives of the programme is in improving the urban sanitation, elimination of open air defecation, creation of awareness about the sanitation, improvement of solid waste management, improvement of using community and public toilets. A midterm evaluation will help to improve the activities mentioned in the plan and was lead to course correction. This study finds work done for building house hold toilets, community toilets, solid waste management system, Individual House Hold Latrines (IHHL) constructions, and activities to make the whole corporation open defecation free.

      5. Physico-chemical and microbial analysis of water samples

        All chemicals used were of high purity and analytical grade. The water quality parameters were analyzed using standard analytical methods. Temperature, turbidity and pH were determined on the site itself. Nitrate-nitrogen, nitrite- nitrogen, ammonium-nitrogen, total nitrogen and soluble phosphate, were measured using Hach Lange kits. Standard laboratory methods as described by the APHA (1998) were followed for the examination of water samples for the analysis of total solids, total suspended solids, total dissolved solids, calcium, magnesium and chlorides. Suphate was determined using Nephelometric turbidity meter (TAHP, 1999). Biological analysis of water was conducted with open well water. Among the available open well sources that contain water, 12 sites were selected from open defecated and non open defecated areas. Most Probable Number (MPN) technique was used to detect the number of total coliforms (E.coli) in water samples. Gas production indicates the confirmation of coliform groups [13]. Data for microbial and physico-chemical contaminants in drinking water samples were recorded and analysed for appearance,colour,odour, turbidity,totaldissolvedsolids,electricalconductivity,pH,alkal inity,totalalkalinity,totalhardnes,presenceofcalcium,magnesi um,ironandmanganese,ammonia,nitrite,nitrate,chloride,fluor ide,sulphate,phosphate and oxygen.

      6. Data analysis

        Mean and standard deviations were calculated for the results of the three samples per sampling point. Water quality results were compared with the Indian standards[Table 2,3,4&5] and as well as with the results obtained from an earlier study conducted by Mohammed Hanipha et al [16] before the launching of Swachh Bharat Abhiyan [Table 9] in Dindigul corporation limit.

      7. Microscopic observation and characterization of soil samples

        Water contamination automatically affects soil quality and vice versa. Information obtained from the pilot study helped to identify open defecation area and were collected samples from 11 sites. pH and type of the soil was tested along with nematodes and cestodes identification.

        1. Reagents used

          Zinc sulfate solution (33%, relative density 1.18); ether (or ethyl acetate); acetoacetic buffer (pH 4.5),15 g sodium acetate trihydrate, 3.6 ml glacial acetic acid, made up to 1 litre with distilled water; detergent solution made up to 1 litre with tap water.

        2. Equipment

          Plastic containers were used for sample collection; a centrifuge and centrifuge tubes with lids (50-ml and 15-ml tubes); Pasteur pipettes and teats; McMaster counting slides (1 or 2); a vortex mixer; a siphon; a 10-ml or 50-ml measuring cylinder or 10-ml graduated pipette.

        3. Soil analysis for microbes and pH

          Trichuris trichiura egg was moved under the eyepiece micrometer scale. If its length was found to cover 8 spaces of the scale using the 10 X objective lense, its real length is can be calculated as 8 × 6.7 = 53.6m. The pH of the soil was also calculated (Denver Instrument Company, USA).

        4. Procedure

    Soil samples were allowed to sediment for 2 hrs in double distilled water. After that supernatant was removed using a suction pump and the sediment was transferred to centrifuge tubes and this was centrifuged at 1000 rpm for 15 min in cooling ultra centrifuge. Then the supernatant was removed and the pellet was suspended in an equal volume of acetoacetic buffer having pH 4.5. The solution was thoroughly mixed in a vortex mixer and centrifuged. The volume of the pellet containing the eggs was recorded, and then poured off the rest of the supernatant.

    The pellet was re suspended in five volumes of zinc sulfate solution. The sample was mixed thoroughly using a vortex mixer. After that aliquot was quickly removed with a Pasteur pipette and transferred to a McMaster slide for final examination. Before examination McMaster slide was left to stand on a flat surface for 5 min. Then the sample in the slide was examined through microscope with 10 X magnification. All the eggs were counted within the grid in both chambers of the McMaster slide.

    Number of eggs per litre can be calculated from the following equation

    N = AX/PV

    Where N is the number of eggs per litre of sample, A is the number of eggs counted in the McMaster slide or the mean of counts from two or three slides, X is the volume of the final product (.2ml), P is the volume of the McMaster slide (0.3 ml) ,V = original sample volume (litres) .McMaster slide being used was P = 0.3 ml

  3. RESULTS AND DISCUSSION

    1. Analysis of SBA program in Dindigul

      Before the launching of SBA, most of the 48 wards in Dindigul Corporation were OD area and within two years after implementation of SBA, the Corporation could able to declare 44 wards as open defecation free (Fig.2). This can be justified by noting the infrastructural changes happened during the past two and half years, measures taken by corporation officers, the financial support given by SBA and positive changes in the attitude of common people (Table1).

    2. Physico chemical analysis

      Table 2 shows the values of physico-chemical parameters estimated during post monsoon season. Most of the physico- chemical parameters of Hand Pump (H.P) and Mini Power Pump (M.P.P) samples are well within the permissible limit of Indian standards (Table 2&3).Open well water analysis also showed the same trend but chloride level showed wide variation (Table4).Analysis of Athur dam water and Kaveri dam water showed that it can be used for drinking purpose (Table5). Electrical conductivity (EC) reflects the amount of total dissolved salts [14] and is a useful tool to measure the purity of water. Conductivity shows significant correlation with ten parameters such as temperature, pH, alkalinity, total hardness, calcium, total solids, total dissolved solids, chloride and iron concentration of water. The underground drinking water quality of the study area can be assessed effectively by measuring EC and the values were in the range of 300-6900µ mho/cm for M.P.P,1000- 4400µmho/cm for H.P,1800-7200 µ mho/cm for O.W and 380-890 µ mho/cm for D.W. High EC values were observed, indicating the presence of high amount of dissolved inorganic substances in ionized form.

      Water containing more than 500 mg/L of TDS is not considered desirable for drinking water supplies, but in unavoidable cases 1500 mg/L is also allowed [15]. TDS values in the studyarea varied from 210-4830 mg/L for M.P.P,700-3080mg/L for H.P and1050-5040mg/L for O.W, which were found to be above the limit limits of BIS that is 2000 mg/L, except for D.W (266-623 mg/L ). Hardness of water mainly depends upon the amount of calcium or magnesium salts or both. The hardness values of the present study area ranges from60-1180 mg/L for M.P.P,260- 820mg/L for H.P, 460-1800mg/L for O.W and140-260mg/L for D.W. Except dam water sample, all other sources exceed the BIS limit of 200 -600 mg/L. pH and hardness affect the toxicity of many substances in water. In the present analysis alkalinity values were found within the BIS range of 200- 600 mg/L.

      Levels of major cations

      Calcium is one of the major cations in water. High calcium was registered concentration registered at sample site 13 of H.P.P and at Lourd Matha school, Gopalasamudram for O.W. Calcium concentration in dam water was found to be very low and for hand pump samples, the values were found within the BIS limit. Magnesium is directly related to hardness. Magnesium concentration was found within the BIS limit in all the water samples. The

      concentration of Iron and Manganese was also found to be well within the range.

      Levels of major anions

      The chloride concentration serves as an indicator of pollution by sewage. People exposed to higher chloride in water are face laxative effects. In the present analysis, chloride concentration was found within the limit of BIS, except one place each for M.P and H.P (site 13&11).Except Poochinayakampatti, Lourd Matha School and Vinobaji Nagar, all other samples for O.W were found to be within the limit. The flouride, sulphate and phosphate concentrations were found to be satisfactory in all the water samples analysed.

      Comparison of water quality parameters before and after the launching of SBA

      3

      A comparative study was carried out to assess the SBA programme in Dindigul corporation limit (Table 9).The results obtained in the present study are compared with the previous study conducted by Mohammed Hanipha et al[16]. Parameters such as pH, TDS, EC, TH, Cl- and NO – concentration were compared with respect to ten sample sites. It was found that values of all other parameters except chloride concentration was decreased which shows quality of water slowly approaching BIS limit. This also signifies the effort taken by the corporation authorities in handling the water quality parameters with the help of SBA. But increase in the amount of chloride concentration is not appreciable and which may be due to the discharge of tannery waste water containing high chloride content.Tanneries form the major industrial operation in the study area.

    3. Bacteriological analysis

      Biological studies have been conducted in open well samples. According to Indian Standards; E-Coli shall not be detected in 100mL/sample of potable water. Table 6 shows that sample numbers 4, 7, 8, 9, 11 and 12 are critically contaminated with E-Coli and sample 10 is highly contaminated. Sample 2, 3 and 5 are also contaminated.

    4. Soil analysis

Soil samples from an open defecation field frequently contains eggs of parasites and animals, such as rats, domestic animals like pigs and dogs as well as that of birds. Human parasitic helminth eggs can be accurately identified using an eyepiece micrometer in a microscope. In the present study soil isolates from 101 to 111show a number of eggs of human parasitic helminths most frequently found in defecated soil samples. The predominant Helminth eggs present in the sample analysed were infertile Ascaris lumbricoides eggs and fertile Ascaris lumbricoides. Out of the eleven samples analysed, two samples (101 &107) required the presence of Trichuris trichiura (whipworm) eggs. Sample numbers 102,109&110 did not show microbial content (Table7). It was noted that most of the Helminth affected soils are in slum areas nearby ponds. Sample number 11(Gopalasamudram) was previously an

    1. area where people used water from two open wells

      inside Gopalasamudram. From tables 6&7, it is clear that both soil and water are contaminated. It can be observed that quality of soil and quality of water are inter related.

      CONCLUSION

      The study assessed the physico chemical parameter of water samples from hand pump, mini power pump, dam water and ground water in and around Dindigul Corporation limit. Twenty two important parameters like appearance, colour, odour, turbidity, electrical conductivity,pH,pHalkalinity,totalhardness,calcium,magne sium,iron,manganese,ammonia,nitrite,nitrate,chloride,fluori de,sulphate,phosphate,oxygen were analysed. Related parameters like TDS, EC and Total hardness were found to be above the level of Indian standard limit, whereas, other parameters are within the permissible limit in the case of hand pump, mini pump and dam water. With respect to open well water samples there is not much improvement in biological quality, but regarding physico-chemical parameters, they are within the permissible limit. Most of the soil samples were contaminated with fertile and infertile Ascaris lumbricoides eggs. Two samples [101 &107] were found to have Trichuris trichiura (whipworm) eggs (Figure 3) and samples 110,102,109 did not show microbial contaminants. When the quality of water in the study area are compared with previous studies carried out prior to the launching of SBA, there is an improvement in the quality. The effort taken by Dindigul Corporation in executing Swachh Bharat Abhiyan is appreciable but more initiatives are needed in maintaining the quality of water and soil. Swachh Bharat Abhiyan has made a positive impact in the society.

      REFERENCES

      1. Indiabudget.nic.in 2016

      2. Swachhta status report 2016,National Sample Survey Office, Ministry of statistics and programme implementation, Government of India

      3. De, L.C., Singh, D.R., Suman Thapa, Gurun, R.C. Swachh Bharat Abhiyan- An Overview

        International Journal of Information Research and Review, November, 2016

      4. Tamil Nadu Urban Policy Draft, 2012, Page no.8, chart no 4

      5. Horton J (2003) Human gastrointestinal helminth infections: are they now neglected diseases? Trends Parasitol 19: 527531.

      6. Utzinger J, Keiser J (2004) Schistosomiasis and soil- transmitted helminthiasis: common drugs for treatment and control. Expert Opin Pharmacother 5: 263285.

      7. APHA (1998) Standard Methods for the examination of water and waste water American Public Health Association. 874pp

      8. Mayank Gangwar, Vijay C, Verma MK Gautam and Gopal Nath Isolation and Evaluation of Antimicrobial Activities of Endophytic Fungal Extract from

        Mallotus philippinensis Muell,Applied Microbiology Open Access,2015

      9. Food and Agriculture Organization (FAO) (1997a). Chemical analysis manual for food and water, 5th Ed,

        FAO ROME 1: 20-26

      10. James, T.L., 1995.Nuclear Magnetic Resonance and Nucleic Acids-Methods in Enzymology. Academic Press, New York, 644

      11. ICMSF 1978

      12. Sinha, S. N. and Biswas, M. 2011.Analysis of physico-chemical characteristics to study the water quality of a lake in Kalyani, West Bengal. Asian J. Exp. Biol. Sci. 2: 18-22.

      13. S.Rajan,Experimental Procedures In Life Sciences

      14. S. Dahiya, A. Kaur, Physico chemical characteristics of underground water in rural areas of Tosham subdivisions, Bhiwani district, Haryana, J. Environ. Poll. 6 (1999) 281-288.

      15. B. Shrinivasa Rao, P. Venkateswaralu, Physicochemical analysis of selected groundwater samples, Indian J. Environ. Prot. 20 (2000) 161-164.

      16. Mohamed Hanipha M and Zahir Hussain A, Physicochemical analysis of selecte groundwater

        samples in and around Dindigul town, Tamilnadu, India, International Journal of Applied Research 2017; 3(4): 118-122

      17. Zahir Hussain. A Mohamed Hanipha. M Assessment of water quality index for the groundwater in an around Dindigul town, Tamilnadu, India, Int. J.

        Nano. Corr. Sci. Engg. 2(5) (2015) 25-30

      18. Mohamed Hanipha M, Zahir Hussain A. Statistical evaluation of groundwater quality in and around Dindigul region, Tamilnadu, India, Adv. Appl. Sci.

        Res., 2014, 5(6):246-251

      19. I.N Karthika,Dheenadayalan, Study of Ground Water at Selected Locations in Dindigul district, India Journal of Advanced Chemical Sciences 1(2) (2015) 6769

Figures

Fig. 1: GIS map of Dindigul Corporation

OD spots identified OD spots converted

Fig.2: Map of open defecation spots identified and converted

Fig.3: Micrographs Of Ascaris lumbricoides (infertile & fertile) and Trichuris trichuria Conclusion

Tables

Activities

2014-15

2015-16

2016-17

2017-18

House hold toilets

1840

1180

1180

Community toilets

4

2

Public toilets and

urinals

Solid waste

management

17

ODF

44 wards

48 wards

Construction of CT&PT

42

12

6

Solid waste

management

1

2

3

3

Bio digesters

2

2

Table .1: Year wise analysis of activities of Swachh Bharat Abhiyan in Dindigul

Corporation

HYSICAL EXAMINATION:

BIS Limit: (10500: 2012)

Lab No

Acceptable limit

Permissible limit in the absence of alternative

source

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

1. Appearance

Turbid

Clear & Colourless

Turbi d

Clear & Colou rless

Turbi d

Turbi d

Clear

& Colou

Clear

& Colou

Turbid

2. Colour (pt.co-scale)

5

15

3. Odour

Unobjectionable

Slightly foul

4. Turbidity NT Units

1

5

0

0

0

0

0

0

0

0

0

0

0

0

4

0

2

0

0

3

0

0

5. Total diss. Solids mg/l

500

2000

1890

770

1330

1400

2310

1680

560

210

105

0 1190

1470

1400

840

1120

1750

1260

1680

2100

1120

1190

6. Electrical Conductivity Micro mho/cm

2700

1100

1900

2000

3300

2400

800

300

1500

1700

2100

2000

1200

1600

2500

1800

2400

3000

1600

1700

II.CHEMICAL EXAMINATION:

7. pH

6.5-8.5

6.5-8.5

7.90

8.20

8.20

8.20

7.50

8.10

8.10

8.10

8.30

8.10

8.10

7.70

7.90

8.20

8.10

8.30

7.90

8.2

8.1

8.2

8. Ph. Alkalinity as CaCO3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

9. Total Alk. as CaCO3

200

600

480

240

400

380

460

420

200

30

340

380

420

400

240

360

480

400

460

520

420

440

10. Total Hardness as CaCO3

200

600

700

300

460

500

800

680

260

60

400

440

520

480

300

420

660

460

650

740

480

500

11. Calcium as Ca

75

200

175

75

115

125

200

170

65

15

100

110

130

120

75

105

165

115

163

185

120

125

12. Magnesium as Mg

30

100

67

29

44

48

77

65

25

6

38

42

50

46

29

40

63

44

63

71

46

48

13. Iron as Fe

0.1

1.0

0.0

0

0

0

0

0

0

0

0

0

0.0

0

0

0

0.0

0.0

0.0

0

0

0

14 Manganese

0.1

0.3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

15. Free Ammonia as NH3

0.5

0.5

0.1

0.3

0.3

0.3

0.4

0.4

0.3

0.2

0.2

0.2

0.3

0.2

0.4

0.2

0.3

0.2

0.3

0.3

0.3

0.2

16. Nitrite as NO2

0.5

0.5

0.0

0.2

0.2

0.2

0.2

0.3

0.3

0.1

0.2

0.1

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

0.2

17. Nitrate as NO3

45

45

21

10

14

22

32

22

10

2

11

14

17

18

3

12

18

15

21

29

13

16

18. Chloride as Cl

250

1000

460

180

360

380

620

520

90

80

260

300

400

380

250

260

540

320

390

540

220

240

19. Fluoride as F

1.0

1.5

1.0

1.0

1.0

1.0

1.0

1.0

1.0

0.6

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1

1

1

20. Sulphate as SO4

200

400

79

23

52

31

87

62

12

5

32

39

62

55

10

48

69

45

62

91

35

42

21. Phosphate as PO4

0.5

0.5

0.0

0.3

0.3

0.4

0.4

0.2

0.3

0.1

0.2

0.3

0.2

0.3

0.2

0.2

0.3

0.3

0.2

0.2

0.1

0.2

22. Tidys Test 4 hrs.as O2

0.8

0.8

0.8

0.9

0.9

0.9

0.9

0.8

0.8

0.8

0.8

0.9

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

Table.2: Physico Chemical analysis of Hand pumps and Mini power pumps

I.PHYSICAL EXAMINATION:

BIS Limit: (10500:

2012)

Lab No

e p ta bl

a b se

n c

21

22

23

24

25

26

27

28

29

30

31

32

33

34

3

5

36

37

1. Appearance

Turbid

Clear & Colourless

T

ur bi

r & C

ol o

ur bi

T

ur bi

& C

ol

o

&

C

ol

Turbid

2. Colour (pt.co-scale)

5

15

3. Odour

Unobjectionable

Slightly foul

4. Turbidity NT Units

1

5

4

0

0

0

0

0

0

2

0

0

4

2

2

0

3

3

2

5. Total diss. Solids mg/l

500

2000

2240

2520

700

2450

1260

2170

2380

1400

17501

1890

3080

2100

4830

2030

2100

1540

1470

6. Electrical Conductivity

Micro mho/cm

3200

3600

1000

3500

1800

3100

3400

2000

2500

2700

4400

3000

6900

2900

3000

2200

2100

II.CHEMICAL EXAMINATION:

7. pH

6.5-8.5

6.5-8.5

7.70

7.80

8.20

7.60

7.60

8.20

7.80

8.10

7.80

7.90

7.80

7.80

7.70

8.10

8.10

7.40

7.70

8. Ph. Alkalinity as

CaCO3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

9. Total Alk. as CaCO3

200

600

480

240

400

380

460

420

200

30

340

380

420

400

240

360

480

400

460

10. Total Hardness as

CaCO3

200

600

760

840

260

820

300

700

820

460

680

700

820

680

1180

740

780

640

640

11. Calcium as Ca

75

200

190

210

65

205

75

175

205

115

170

175

205

170

295

185

195

160

160

12. Magnesium as Mg

30

100

73

81

25

79

29

67

79

44

65

67

79

65

113

71

75

62

62

13. Iron as Fe

0.1

1.0

0.3

0

0

0

0

0

0

0

0

0

0.2

0

0

0

0.2

0.2

0.

14 Manganese

0.1

0.3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

15. Free Ammonia as NH3

0.5

0.5

0.4

0.3

0.3

0.4

0.2

0.3

0.4

0.2

0.3

0.3

0.4

0.4

0.4

0.4

0.3

0.3

0.4

16. Nitrite as NO2

0.5

0.5

0.2

0.3

0.2

0.3

0.1

0.2

0.2

0.3

0.2

0.3

0.3

0.4

0.2

0.3

0.2

0.2

0.2

17. Nitrate as NO3

45

45

21

27

7

26

14

28

32

14

18

22

30

26

38

25

22

18

15

18. Chloride as Cl

250

1000

620

700

180

660

460

600

600

400

380

450

1100

600

1860

480

480

300

280

19. Fluoride as F

1.0

1.5

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

20. Sulphate as SO4

200

400

95

115

21

116

65

118

132

62

85

92

128

112

132

112

127

67

5

21. Phosphate as PO4

0.5

0.5

0.3

0.2

0.3

0.4

0.2

0.3

0.4

0.3

0.3

0.2

0.4

0.2

0.4

0.4

0.3

0.3

0.4

22. Tidys Test 4 hrs.as O2

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

0.8

uTr

Table.3: Physico-Chemical analysis of Hand pumps and Mini power pumps

Table.4: Physico-Chemical analysis of Open well water

I.PHYSICAL EXAMINATION:

BIS Limit: (10500: 2012)

Lab No

Acceptable limit

Permissible limit in the absence of alternative source

1

2

3

4

1. Appearance

clear

2. Colour (pt.co-scale)

5

15

3. Odour

Unobjectionable

4. Turbidity NT Units

1

5

4

1

0

0

5. Total diss. Solids mg/l

500

2000

329

266

595

623

6. Electrical Conductivity Micro mho/cm

470

380

850

890

II.CHEMICAL EXAMINATION:

7. pH

6.5-8.5

6.5-8.5

7.6

7.6

8.4

8.3

8. Ph. Alkalinity as CaCO3

0

0

0

0

9. Total Alk. as CaCO3

200

600

100

80

140

200

10. Total Hardness as CaCO3

200

600

160

140

200

260

11. Calcium as Ca

75

200

40

35

50

65

12. Magnesium as Mg

30

100

15

13

19

25

13. Iron as Fe

0.1

1.0

0.3

0

0

0

14 Manganese

0.1

0.3

0

0

0

0

15. Free Ammonia as NH3

0.5

0.5

0.4

0.3

0.2

0.2

16. Nitrite as NO2

0.5

0.5

0.2

0.2

0.2

0.1

17. Nitrate as NO3

45

45

2

1

4

6

18. Chloride as Cl

250

1000

50

40

120

150

19. Fluoride as F

1.0

1.5

0.8

0.8

0.8

0.8

20. Sulphate as SO4

200

400

5

4

13

19

21. Phosphate as PO4

0.5

0.5

0.4

0.2

0.1

0.1

22. Tidys Test 4 hrs.as O2

0.9

0.9

0.8

0.8

Table.5: Physico- Chemical analysis of Dam water

S. No

Sample

combination

MPN index per 100 ml

95% confidential limit

Lower

Upper

1

G01

3-2-3

290.00

90.0

1000.00

2

G02

3-1-0

43.00

9.00

180.00

3

G03

3-2-2

210.00

40.00

430.00

4

G04

3-3-2

1100.00

180.00

4100.00

5

G05

3-2-3

290.00

90.00

1000.00

6

G06

1-2-0

11.00

3.60

42.00

7

G07

3-3-3

>1100

420

8

G08

3-3-3

>1100

420

9

G09

3-3-3

>1100

420

10

G10

3-3-1

460

90

2000

11

G11

3-3-3

>1100

420

12

G12

3-3-3

>1100

420

Table 6. Bactereological analysis of open well water

Sample code

pH

Type

Nematodes

Cestodes

Digestive Strongyles

A

N=AX/PV

Nematode Sp.

Remarks

101

6.7

Sand

+

2

1.33

Trichuris

trichuria

Fertile

102

6.2

Lateritic

0

0

103

7.12

Dark alluvial

+

6

4

Ascaris lumbricodes

Fertile

104

7.2

Dark

+

3

2

Ascaris lumbricodes

Infertile

105

6.3

Sand with

Algaeplu g

+

4

2.6

Ascaris lumbricodes

Infertile

106

7.2

Dark

+

2

1.33

Ascaris

lumbricodes

Fertile

107

6.7

Sand

+

1

0.66

Trichuris trichuria

Fertile

108

7.12

Dark with Humus

+

6

4

Ascaris lumbricodes

Infertile

109

6.8

Dark

0

0

110

6.7

Lateritic

0

0

111

7.9

Dark

+

3

2

Ascaris

lumbricodes

Fertile

Table.7: Helminth analysis of soil samples

Helminth

parameters

Round 1

Round 2

titled

consenses

titled

consenses

Trichuris

Sensitivity

96%

96%

94%

94%

Specificity

93%

93%

93%

93%

False positive rate

2%

2%

1%

1%

False negative rate

1%

1%

1%

1%

Efficiency

99%

99%

99%

99%

Selectivity

-0.79%

-0.79%

-0.79

-0.79

Ascaris

Sensitivity

97%

97%

98

98%

Specificity

94%

94%

93

94%

False positive rate

10%

8%

10

10%

False negative rate

7%

11%

7

12%

Efficiency

89%

87%

89

85%

Selectivity

-0.63%

-0.66%

-0.64

-0.62%

Table.8: Microscopic Evaluation of soil samples

Sample sites

Before launching of SBA

After launching of SBA

pH (6.5-

8.5)

TDS (500-

2000)

EC (-)

TH (200-

600)

Cl- (250-

1000)

NO3

(45)

pH (6.5-

8.5)

TDS (500-

2000)

EC (-)

TH (200-

600)

Cl- (250-

1000)

NO3

(45)

Paraipatti

7.5

1459

2518

471

366

28

7.5

1330

1900

460

520

22

Poochinayakanpatti

7.7

696

1082

654

263

28

7.7

595

850

200

1120

34

Bharatipuram

7.4

740

1139

902

746

20

7.4

710

1100

300

340

18

Nehruji nagar

7.5

1304

2145

386

288

17

7.5

1050

1500

400

540

18

R.R.Pudur

7.5

1201

1705

958

609

27

8.1

1190

1700

440

600

17

Koil street

7.9

1048

1406

733

363

23

8.2

700

1000

840

380

22

Burma colony

8.2

1719

2872

1768

1312

45

7.6

1260

1800

300

1100

27

Santhai road

7.7

928

1333

776

482

36

8.3

623

890

260

480

27

Malai koil

7.3

850

1253

706

315

21

8.2

770

1100

300

350

13

8.1

273

382

248

61

37

7.6

266

380

140

400

14

Table 9 Comparison of physico chemical analysis of water samples before launching of Swachh Bharat

Abhiyaan in Dindigul Corporation limit

S. No

Sample code

Name of place

Type of source

1

1

Ayyankulam

Mini Power Pump

2

2

Muthalakupatti

Mini Power Pump

3

3

R V Nagar

Mini Power Pump

4

4

Gandhi market

Mini Power Pump

5

5

Chinnayapuram

Mini Power Pump

6

6

Kavadakkaran street

Mini Power Pump

7

7

St.Xaviers street

Mini Power Pump

8

8

Bus stand

Mini Power Pump

9

9

Kakkan Nagar

Mini Power Pump

10

10

Daivasikhamanipuram

Mini Power Pump

11

11

Round road pudur

Mini Power Pump

12

12

Kumaran tiru nagar

Mini Power Pump

13

13

Opposite peekulam

Mini Power Pump

14

14

Post office junction

Mini Power Pump

15

15

Joseph colony

Mini Power Pump

16

16

Kalimuthupillai street

Mini Power Pump

17

17

Ramanathapuram east

Mini Power Pump

18

18

Maruthanikkulam

Mini Power Pump

19

19

Muthalakpatti

Hand Pump

20

20

R V Nagar

Hand pump

21

21

Narippara

Hand pump

22

22

Rajalakshmi nagar

Mini Power Pump

23

23

Near Soundaraja mill

Hand pump

24

24

Cremetorium near

Mini Power Pump

25

25

Nagal nagar

Mini Power Pump

26

26

J.J.Nagar

Mini Power Pump

27

27

Mottanampatti road

Mini Power Pump

28

28

Enamel factory road

Hand pump

29

29

Pettai road

Mini Power Pump

30

30

Natirsha street

Mini Power Pump

31

31

Savariyar palayam

Hand pump

32

32

RV Nagar

Mini Power Pump

33

33

Yusipiar nagar

Mini Power Pump

34

34

Muhammadiyapuram

Mini Power Pump

35

35

Chinnayapuram

Hand pump

36

36

Chettinayakampatti road

Hand Pump

37

37

PV Das colony

Hand pump

Table 10 List of sample sites for MPP and HP

S. No

Sample Code

Name Of Place

Type Of Source

1

1

R.MColony

Open Well Water

2

2

Narayanpillathottam

Open Well Water

3

3

Kumaran Park

Open Well Water

4

4

Parappatti

Open Well Water

5

5

Poochinayakampatti

Open Well Water

6

6

Lurdmatha School

Open Well Water

7

7

Vinobaji Nagar

Open Well Water

8

8

Nagal Nagar

Open Well Water

9

9

Bharathi Hostel

Open Well Water

10

10

Venkateswara Water Agency

Open Well Water

11

11

M.S.P.School

Open Well Water

12

12

Gopalasamudram

Open Well Water

Table 11 List of sample sites for open well water

S. No

Sample Code

Name Of Place

Type Of Source

1

1

Athur Dam starting point

Dam Water

2

2

Athur Dam end point

Dam Water

3

3

Kaveri Dam starting point

Dam Water

4

4

Kaveri Dam end point

Dam Water

Table 12 List of sample sites for dam water

S. No

Sample Code

Name of Place

1

101

Maruthanikkulam

2

102

P.V.Das colony

3

103

Chellandiamman street

4

104

Ayyankulam

5

105

Kuttaikkulam

6

106

Aramanakulam

7

107

Muthuchamikulam

8

108

Kakkan Nagar

9

109

East Arogyamatha street

10

110

peekulam

11

111

Gopalasamudram

Table 13. List of sample sites for soil analysis

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