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Impact Of Municipal Solid Waste Dump On
Ground Water Quality in kattamanchi, chittoor
district ,A.P.
Vengalam mahendra
Objective
• Main objective to is to study the impact of
Municipal Solid Waste Dump On Ground
water samples through physical and chemical
parameters
• When physical analysis test for turbidity, total
solids(TS),total dissolved solids(TDS) and
total suspended solids (TSS)
• Chemical test includes determination of pH
and hardness
Introduction
• Water comes form different sources such as
rivers, lakes,ponds,wells and tube wells.
• In all consumptions the quality of water is a
very important.
• For cities and towns, water is taken form rivers
and other surface water bodies but rural areas
wells and tube wells used mostly.
Cont.,
• The quality of water mainly depends on the
solid strata, percolates and nature of aquifers
• Ground water is principal source of drinking
water
Solid waste dump
• Solid waste dump contains non liquid, non
soluble material.
• Solid water also sewage sludge, agricultural
refuse demolition water, and mining residues.
• Municipal solid waste has biodegradable
waste, recyclable materials, inert waste,
hazardous waste and biomedical waste
parameters
• Ground water samples analysis through physical,
chemical and bacteriological parameters
• When physical analysis test for turbidity, total
solids(TS),total dissolved solids(TDS) and total
suspended solids (TSS)
• Chemical test includes determination of pH and
hardness
• As bacteriological analysis test for most probable
number(MPN),and standard plate count(SPC).
Site map
Site selection
SL.No SAMPLE CODE LOCATION OF WATER SAMPLE
1 W1 Ground water from open well near the solid waste dumping
depot
2 W2 Ground water from open well far from the solid waste
dumping depot
3 W3 Ground water from open well near the solid waste dumping
depot
4 W4 Ground water from open well far from the solid waste
dumping depot
5 TW1 Ground water from tube well far from the solid waste
dumping depot
6 TW2 Ground water from tube well near the solid waste dumping
depot
 Methods used for estimation of Physico-Chemical parameters
Sr.
No.
Parameters
Permissible
Limits
(WHO,
1971)
Open
Well
(OW1)
Near the
Dumping
site
Open
Well
(OW2)
Open
Well
(OW3)
Near the
dumping
site
Open
well
(OW4)
Tube
Well-1
(TW1)
Tube
Well-2
(TW2)
Near the
Dumping
site
1 pH 6.5-9.2 6.8 7.0 6.5 7.0 7.1 6.7
2. Hardness(mg/l) 600 269 315 422 217 323 405
3. Ca (mg/l) 75 130 66 109 72 78 156
4. Mg (mg/l) 50 80 29.5 24 15 29 66
5. TDS (mg/l) --- 1832 385 1460 380 398 1678
6. EC(µS/cm) 1000 900 886 1250 1135 960 1100
7. Turbidity(NTU) 5-25NTU 21.5 15.1 21.4 16 17 21.3
Results
Results and Discussion
0
1
2
3
4
5
6
7
8
9
10
Max
limit
Min
limit
W1 W2 W3 W4 WT1 WT2
pH value of water sources
pH value of water
sources
Inference:
The purpose of finding the pH value is to
determine whether the water is acidic or
alkaline in nature. Here we can observe
that all pH values of water samples were in
the permissible limits. The lowest pH was
recorded for W3,W1,WT1 samples located
near solid waste dumping areas which is
attributed to the percolation of solid waste
leachate. It was slight alkaline (7.1) at
open well 1 (WT1)
0
100
200
300
400
500
600
700
Max
limit
W1 W2 W3 W4 WT1 WT2
Total Hardness in water sources
Total Hardness in water
sources
Inference:
The classification of groundwater based
on total hardness (TH). In these water
samples shows that a majority of samples
fall in the Hard water category (150-300)
& very hard water category (>300)
Total Hardness mg/L No.of. samples Description
0-75 Nill Soft
75-150 Nill Moderately hard
150-300 02 Hard
>300 04 Very hard
0
500
1000
1500
2000
W1 W2 W3 W4 WT1 WT2
Total dissolved solids in water
sources
Total dissolved solids
in water sources
Inference:
Total Dissolved Solids (TDS) are the total
amount of mobile charged ions, including
minerals, salts or metals dissolved in a
given volume of water (mg/L).here
samples w2,w4 & WT1 shown below
500mg/L of TDS indicating Non-saline
Which can be used for drinking water.
Reaming samples found to be Slightly
saline i.e.,(1000-2000)mg/L.
TDS mg/L No.of. samples Description
<500 03 Non-saline
500-1000 Nill Non-saline
1000-2000 03 Slightly saline
>2000 Nill Moderately saline
0
50
100
150
200
250
Max
limit
W1 W2 W3 W4 WT1WT2
Calcium content in water
sampled
Calcium content in
water sampled
0
10
20
30
40
50
60
70
80
90
Max
limit
W1 W2 W3 W4 WT1 WT2
Magnesium content in water
sampled
Magnesium content
in water sampled
Inference:
Calcium is an essential nutrition element for
human being and aids in maintaining the
structure of plant cells and Soils. The value of
calcium of all the samples varies in the range of 66
to 156 mg/l. Three samples have higher calcium
value than the permissible value (>75)
Inference:
The permissible limit of the magnesium value
in the groundwater is 50 mg/l according to the
WHO standards. Here 2 samples have high
value than the permissible value (>50)
0
200
400
600
800
1000
1200
1400
max W1 W2 W3 W4 WT1 WT2
Electrical conductivity μS/cm
Electrical conductivity
μS/cm
Inference:
The electrical conductance value of all the
samples varies in the range of 886 to 1250
μS/cm . Maximum electrical conductivity
was found in the sample W3 (1250) and
minimum value was found in sample W2
(886).So 3 samples in good in nature.
Electrical
conductivity μS/cm
No.of. samples Description
<500 Nill
Excellent
500-1000 03
Good
1000-2000 03
Doubtful
>2000 Nill
Unsuitable
Reference
1. K. Riaz ahamed ,S. Manikandan “ASSESSMENT OF GROUNDWATER
QUALITY IN SOME TOWNS OF VELLORE DISTRICT, TAMIL
NADU, INDIA”
2. Pandey Sandeep K, Tiwari S, Physico-chemical analysis of ground water
of selected area of Ghazipur city-A case study. Nature and Science., 2009.
3. WHO, Recommendations, Water and Sanitation. Guidelines for Drinking
Water Quality, Vol.III . Geneva.WHO ,2011.
4. Sundari, S. and Kanakarani, P., Journal of Industrial Pollution Control
2001, 17(1): pp.83-97.
5. Chavan B. L. and Zambare N. S.., Int. J. of Research in Civil
Engineering, Architecture & Design 2013,1(2):46-53
6. Jain C.K., Bhatio, K.K. and Kumar, S.R.,Groundwater quality in
malaprabha sub-basin Karnataka, International Journal of Environmental
Protection., 2005; 23(3): 321-329.

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Impact Of Municipal Solid Waste Dump On Ground Water Quality in kattamanchi, chittoor district ,A.P.

  • 1. Impact Of Municipal Solid Waste Dump On Ground Water Quality in kattamanchi, chittoor district ,A.P. Vengalam mahendra
  • 2. Objective • Main objective to is to study the impact of Municipal Solid Waste Dump On Ground water samples through physical and chemical parameters • When physical analysis test for turbidity, total solids(TS),total dissolved solids(TDS) and total suspended solids (TSS) • Chemical test includes determination of pH and hardness
  • 3. Introduction • Water comes form different sources such as rivers, lakes,ponds,wells and tube wells. • In all consumptions the quality of water is a very important. • For cities and towns, water is taken form rivers and other surface water bodies but rural areas wells and tube wells used mostly.
  • 4. Cont., • The quality of water mainly depends on the solid strata, percolates and nature of aquifers • Ground water is principal source of drinking water
  • 5. Solid waste dump • Solid waste dump contains non liquid, non soluble material. • Solid water also sewage sludge, agricultural refuse demolition water, and mining residues. • Municipal solid waste has biodegradable waste, recyclable materials, inert waste, hazardous waste and biomedical waste
  • 6. parameters • Ground water samples analysis through physical, chemical and bacteriological parameters • When physical analysis test for turbidity, total solids(TS),total dissolved solids(TDS) and total suspended solids (TSS) • Chemical test includes determination of pH and hardness • As bacteriological analysis test for most probable number(MPN),and standard plate count(SPC).
  • 8. Site selection SL.No SAMPLE CODE LOCATION OF WATER SAMPLE 1 W1 Ground water from open well near the solid waste dumping depot 2 W2 Ground water from open well far from the solid waste dumping depot 3 W3 Ground water from open well near the solid waste dumping depot 4 W4 Ground water from open well far from the solid waste dumping depot 5 TW1 Ground water from tube well far from the solid waste dumping depot 6 TW2 Ground water from tube well near the solid waste dumping depot
  • 9.  Methods used for estimation of Physico-Chemical parameters
  • 10. Sr. No. Parameters Permissible Limits (WHO, 1971) Open Well (OW1) Near the Dumping site Open Well (OW2) Open Well (OW3) Near the dumping site Open well (OW4) Tube Well-1 (TW1) Tube Well-2 (TW2) Near the Dumping site 1 pH 6.5-9.2 6.8 7.0 6.5 7.0 7.1 6.7 2. Hardness(mg/l) 600 269 315 422 217 323 405 3. Ca (mg/l) 75 130 66 109 72 78 156 4. Mg (mg/l) 50 80 29.5 24 15 29 66 5. TDS (mg/l) --- 1832 385 1460 380 398 1678 6. EC(µS/cm) 1000 900 886 1250 1135 960 1100 7. Turbidity(NTU) 5-25NTU 21.5 15.1 21.4 16 17 21.3 Results
  • 11. Results and Discussion 0 1 2 3 4 5 6 7 8 9 10 Max limit Min limit W1 W2 W3 W4 WT1 WT2 pH value of water sources pH value of water sources Inference: The purpose of finding the pH value is to determine whether the water is acidic or alkaline in nature. Here we can observe that all pH values of water samples were in the permissible limits. The lowest pH was recorded for W3,W1,WT1 samples located near solid waste dumping areas which is attributed to the percolation of solid waste leachate. It was slight alkaline (7.1) at open well 1 (WT1)
  • 12. 0 100 200 300 400 500 600 700 Max limit W1 W2 W3 W4 WT1 WT2 Total Hardness in water sources Total Hardness in water sources Inference: The classification of groundwater based on total hardness (TH). In these water samples shows that a majority of samples fall in the Hard water category (150-300) & very hard water category (>300) Total Hardness mg/L No.of. samples Description 0-75 Nill Soft 75-150 Nill Moderately hard 150-300 02 Hard >300 04 Very hard
  • 13. 0 500 1000 1500 2000 W1 W2 W3 W4 WT1 WT2 Total dissolved solids in water sources Total dissolved solids in water sources Inference: Total Dissolved Solids (TDS) are the total amount of mobile charged ions, including minerals, salts or metals dissolved in a given volume of water (mg/L).here samples w2,w4 & WT1 shown below 500mg/L of TDS indicating Non-saline Which can be used for drinking water. Reaming samples found to be Slightly saline i.e.,(1000-2000)mg/L. TDS mg/L No.of. samples Description <500 03 Non-saline 500-1000 Nill Non-saline 1000-2000 03 Slightly saline >2000 Nill Moderately saline
  • 14. 0 50 100 150 200 250 Max limit W1 W2 W3 W4 WT1WT2 Calcium content in water sampled Calcium content in water sampled 0 10 20 30 40 50 60 70 80 90 Max limit W1 W2 W3 W4 WT1 WT2 Magnesium content in water sampled Magnesium content in water sampled Inference: Calcium is an essential nutrition element for human being and aids in maintaining the structure of plant cells and Soils. The value of calcium of all the samples varies in the range of 66 to 156 mg/l. Three samples have higher calcium value than the permissible value (>75) Inference: The permissible limit of the magnesium value in the groundwater is 50 mg/l according to the WHO standards. Here 2 samples have high value than the permissible value (>50)
  • 15. 0 200 400 600 800 1000 1200 1400 max W1 W2 W3 W4 WT1 WT2 Electrical conductivity μS/cm Electrical conductivity μS/cm Inference: The electrical conductance value of all the samples varies in the range of 886 to 1250 μS/cm . Maximum electrical conductivity was found in the sample W3 (1250) and minimum value was found in sample W2 (886).So 3 samples in good in nature. Electrical conductivity μS/cm No.of. samples Description <500 Nill Excellent 500-1000 03 Good 1000-2000 03 Doubtful >2000 Nill Unsuitable
  • 16. Reference 1. K. Riaz ahamed ,S. Manikandan “ASSESSMENT OF GROUNDWATER QUALITY IN SOME TOWNS OF VELLORE DISTRICT, TAMIL NADU, INDIA” 2. Pandey Sandeep K, Tiwari S, Physico-chemical analysis of ground water of selected area of Ghazipur city-A case study. Nature and Science., 2009. 3. WHO, Recommendations, Water and Sanitation. Guidelines for Drinking Water Quality, Vol.III . Geneva.WHO ,2011. 4. Sundari, S. and Kanakarani, P., Journal of Industrial Pollution Control 2001, 17(1): pp.83-97. 5. Chavan B. L. and Zambare N. S.., Int. J. of Research in Civil Engineering, Architecture & Design 2013,1(2):46-53 6. Jain C.K., Bhatio, K.K. and Kumar, S.R.,Groundwater quality in malaprabha sub-basin Karnataka, International Journal of Environmental Protection., 2005; 23(3): 321-329.