This document summarizes a study of groundwater quality in Shivapur Village, India. It includes the following key points: 1. The study aimed to analyze various water quality parameters like pH, TDS, alkalinity, chlorides, sulfates, hardness, conductivity, MPN and dissolved oxygen in samples from 4 wells in the village. 2. Methodology involved testing the samples for these 10 parameters and comparing the results to standards from organizations like BIS and WHO. 3. The overall results found that the groundwater quality was generally good, though supply could be increased, and wastewater treatment and rainwater harvesting were recommended to address water scarcity issues.

1. A Presentation on
Study Ground Water Quality of the
Shivapur Village
by
Vikas B. Rahangdale
(Mis no.121696015)
Under the guidance of
Prof. R.P.Thanedar
DEPARTMENT OF CIVIL ENGINEERING
COLLEGE OF ENGINEERING PUNE1

2. CONTENTS
1. Aim of the project
2. Objective of the project
3. Study area of the project
4. Methodology of the project
5. Conclusion
6. References
2

3. 1. Aim of the Project
To study the ground water quality of the different areas come under in
shivapur village.
2. Objective of the Project
1) To study the quality of ground water.
2) To study the sanitation facility.
3) To suggest the measures.
3

4. 3. Study area of the Project
Village- Shivapur
Taluka- Haveli
District- Pune
State- Maharashtra, India
Population- 2588
Area- 265 hact
Average Rainfall- 600-700 mm
It is located 25 km towards from Pune city.
4

5. 5

6. Fig- Permission for collecting the water6

7. Fig- Sample Collection from different well
7

8. Fig- Water Sample of well
Sample No. Name of
Well
Dia. of well
(m)
Depth of
well (m)
Pump
Supply (HP)
1 School 6 15 10
2 Purander 8 16 5
3 Ranje 5 14 12
4 Vijamata
Bandara
7 12 10
Details of water sample
8

9. Fig: Location of well
9

10. Fig-Distribution Network of Drinking Water
10

11. 4. Methodology
1. pH Test
2. Total Dissolved Solids
3. Akalinity Test
4. Chlorides Test
5. Sulphates Test
6. Hardness Test
7. Electric Conductivity Test
8. MPN Test
9. Dissolved Oxygen Test
10. Iron Test
11

12. 1. PH Test
Sample No PH value
1 8.5
2 8
3 8.5
4 9
Observation Table-
The optimum pH range for drinking water of excellent quality would be 7 to 8.3
Authority Desirable
range
Maximum
permissible range
BIS 6.5-8.5 No relaxation
GOI 7 –8.5 6.5- 9.2
WHO 7-8.5 6.4-9.2
12

13. 2. Total Dissolved Solids
Sr. No. Empty wt. of
Crusible (w1)
gm
Dry wt. of
Crusible (w2) gm
Total
Dissolved
Solids (mg/l)
1 43.89 43.91 400
2 70.59 70.62 500
3 75.44 75.45 200
4 74.69 74.70 200
Vol. of Sample= 50 ml
w2-w1
TDS (mg/Lt)= Vol. of sample
The acceptable limit of TDS=500 mg/l
Result: The TDS of water sample within permissible limit.
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14. 3. Alkalinity Test
Sample
No.
PH Titrant used
upto PP
End point,
X ml
Titrant used
upto PP End
point & MO
end point, Y
ml
Total
Alkalinity,
mg/l
Alkalinity,
mg/l, as CaCo3
OH- CO3+ HCO3-
1 8.5 1.5 9.1 424 - 120 304
2 8 0 10.4 - - - 416
3 8.5 1.8 9.7 460 - 144 316
4 9 1.4 8.4 392 - 112 280
Case 4: (x < y) (pH >8.3)
Alkalinity present (CO3
+ +HCO3-)
CO3
+ alk = 2x(ml) x 0.02 (mg/ml) x 50 x 1000 (ml/l) mg/l, as CaCO3
Volume of sample
Total alk = (x + y)(ml) x 0.02 (mg/ml) x 50 x 1000 (ml/l) mg/l, as CaCO3
Volume of sample taken (ml)
HCO3
- alk = (T.A. - CO3
+ alk)
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15. Authority HDL, mg/l
As CaCO3
MPL, mg/l
As CACO3
BIS 200 600
Standards of alkalinity Recommended for drinking water
Case5: x= 0, only y present (pH < 8.3)
Alkalinity present, only HCO3
-
HCO3- alk, = y(ml) x 0.02 (mg/ml) x 50 x 1000 (ml/l) mg/l, as CaCO3
Volume of sample (ml)
15

16. 4. Chloride Test
Sample
No.
Volume
of
Sample
(ml)
Burette
Reading
Chlorides
(mg/l)
Initial Final
1 20 0 8.5 147.32
2 20 0 16 280.45
3 20 0 9.2 159.75
4 20 0 6 102.95
(Va-Vb)*N*35.5*1000
Chlorides (mg/l)= Volume of Sample
Authority HDL, mg/l MPL, mg/l
BIS 250 1000
GOI 200 1000
WHO 200 600
Recommended Standards –
Result: The chloride concentration of water is within permissible limit. Hence it is fit for
drinking.
Volume of Agno3 for blank (Vb)=
0.2 ml
16

17. 5. Sulphate Test
Sample
No.
Empty wt. of Crusible
(w1) gm
Dry wt. of Crusible
(w2) gm
Sulphate conc.
(mg/l)
1 61.53 62.57 214
2 59.54 60.82 220
3 69.31 70.36 216
4 71.23 72.33 226
Sulphate concentration = 0.411562X(W2-W1)(mg)X 1000(ml/l)
volume of sample (ml)
Standards of Concentration in Drinking Water
Authority Highest
Desirable level
m/l
Maximum
Permissible level
m/l
BIS 200 400
GOI 200 400
WHO 200 400
Result: The sulphate concentration is within permissible limit. Hence it is fit for17

18. 6. Hardness Test
Sampl
e No.
X ml of
EDTA for
Sample
water
Y ml of
EDTA for
Distilled
water
Total
Hardness
mg/l as
CaCO3
Alkalinity
CO3
++HCO3
-
CH NCH
1 3.3 0.2 310 424 310 -
2 4.5 0.2 430 416 416 14
3 3.2 0.2 300 460 300 -
4 4 0.2 380 392 380 -
Total hardness, mg/l , as CaCO3= (x-
y)ml*N(mg/ml)*50*1000(ml/l)
---------------------------------------
------
volume of Sample
(ml)
18

19. Authority HDL in
ppm as
caco3
MPL in
ppm as
caco3
BIS 300 600
GOI 200 600
WHO 100 500
Recommended Standards For Total Hardness In Drinking Water, mg/l, as CaCO3
Result- The hardness in all above sample is within maximum permissible limits.
It is drinkable.
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20. 7. Electric Conductivity Test
Samp
le No
Temperat
ure of
Sample
(Celsius)
Conductivity,
(µmho/cm)
1 27 660
2 27 1200
3 27 900
4 27 1100
The electric conductivity of drinking water = 0-1500 µmho/cm
Result- Water is fit for drinking purpose
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21. 8. MPN Test
Samp
le no.
No. of tubes Giving
Positive results out of
MPN
Index/1
00 ml5 of 10
ml
5 of
1 ml
5 of
0.1 ml
1 0 0 0 0
2 0 0 0 0
3 2 0 0 4.5
4 1 0 0 1.98
MPN/100ml= No. of +ve tubes
(ml. of sample in –ve tube* ml of sample in all tube)^0.5
Result: As per BIS norms MPN Index should be NIL.
for above sample we got <2,<2, 2 & 5 Hence at some limit it is used
for drinking.
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22. 9. Dissolved Oxygen Test
Fig- Milky white precipitate form
• While performing practical in laboratory , if we got the yellow colour in the
flask says DO is present & if we got the Milky white precipitate then, it is
totally DO is absent.
• There is no DO in ground water because there is no interface of atmosphere.
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23. Fig- Iron Test for water Sample
Here we didn’t get any red colour, so there is not any amount of iron is present in water
sample.
It is fit for Drinking purpose.
The acceptable limit of iron in water = 0.3 mg/l
10. Iron Test
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24. 24

25. 6. Conclusions
• The overall ground water quality of this village is Good.
• Generally the scarcity of drinking water comes in the month of may.
• Usually the village without sewerage and with water supply system require
around 70 lpcd. But here the supply is only 40 to 50 lpcd. So, there should
be some provision to collect and treat the waste water, then use it for other
purposes like toilet etc.
• There is need to construct the barrage on the Shivganga river, for storing
the water and fulfill the demand of the people.
• They should adopt rain water harvesting system.
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26. 7. REFERENCES
• Amaliya N.K. and Sugirtha P.Kumar Emphasizing the Quality of Some
Selected Ground Water Samples of Kanyakumari District, India Using
Quality Index Assessment, Vol. 2, 76-82, September (2013).
• Indian Standard Drinking Water Specification ( Second Revision ) IS 10500:
2012.
• Standard Methods for the Examination of Water and Waste water.(thirteenth
Edition).
• S.P. Gorde and M.V. Jadhav, Assessment of Water Quality Parameters: A
Review, Journal of Engineering Research and Applications, 2029-2035
(2013).
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27. THANK YOU
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