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DEPARTMENT OF CIVIL ENGINEERING
SATARA COLLEGE OF ENGINEERING & MANAGEMENT
LIMB SATARA-415001
A PRESENTATION ON
“GEOCHEMICAL INVESTIGATION OF GROUNDWATER OF
KRISHNA BASIN ”
BY
NAME ROLL NO
BHOSALE AKSHAY 11
JADHAV ANANT 12
JADHAV VAIBHAV 13
PATIL PRASHANT 14
SHINDE VIKRAM 15
PROJECT GUIDE
PROF. SUDARSHAN SIR
TABLE OF CONTENTS
 INTRODUCTION
 GROUNDWATER CONTAMINATION
 GEOCHEMISTRY OF GROUNWATER
 STUDY AREA
 METHODOLOGY
 TABLE OF PERMISSIBLE LIMITS
 GRAPHICAL REPRESENTATION OF RESULTS
 RESULTS & CONCLUSION
1.INTRODUCTION
1.1 IMPORTANCE OF GROUNDWATER
 Most important natural resource
 Approx. 97.2% salty
 2.8% fresh water out of this 20%
 water is used for purposes like domestic, industrial, commercial, etc.
 In rural areas, ground water is preferred source of water due to non-
availability or poor quality of other water resources.
 More than 90% of the rural population uses groundwater for domestic
purposes and KRISHNA basin is no exception to this.
 Water is also an essential part of Geological cycle as it converts the rocks into
clays, sand and transports them to the oceans where they become raw
material of the future continents.
 The hydrological cycle.
1.2 GROUNDWATER POTENTIAL IN INDIA
Parameter
Unit
( Billion cubic
meter)/year
Annual water
availability
1869
Usable water 1123
Surface water 690
Ground water 433
The overall contribution of rainfall to the
country’s annual ground water resource is
68% and the share of other resources, such
as canal seepage, return flow from
irrigation, recharge from tanks, ponds and
water conservation structures taken
together is 32%
1.3 QUALITY OF WATER
 “Water quality” is a term used here to express the suitability of water to sustain
various uses or processes.
 particular use will have certain requirements for the physical, chemical or
biological characteristics of water.
 The composition of surface and underground waters is dependent on natural
factors geological, topographical, hydrological and biological, etc.
 Human activities such as the discharge of domestic, industrial, urban and other
wastewaters into the watercourse (whether intentional or accidental) and the
spreading of chemicals on agricultural land in the drainage basin are also
effecting the groundwater quality.
 The quality of ground water is much better than surface water, because
surface water contains large amount of suspended impurities, whereas
ground water is free from it.
 But sometimes ground water dissolves mineral, salts, etc. which come in
contact while being in movement.
1.4 NEED FOR MORE RESEARCH
 Due to various human activities, the quality of groundwater is being
AFFECTED.
 The commonly observed contaminants include bacteria, phosphates and
heavy metals, etc.
 Numerous water bodies have became temporarily or permanently unsuitable for
human use.
 It has been pointed out that nearly 60% of all the districts in the country have
issues related to either availability of ground water or quality of ground water
or both.
 In such areas, physico-chemical investigation of water quality could serve as a
convenient tool for examining intensity of contamination.
1.5 AIMS AND OBJECTIVES
 Understanding the effects of human factors on the geochemistry of
groundwater of Krishna basin.
 To establish groundwater sampling network on the basis of land use
information.
 To investigate the impact of geological, hydrological and land use factors on
the geochemistry of groundwater.
 To delineate potable/non-potable areas of groundwater occurrence by using
geochemical data.
 To find out suitability of groundwater for drinking and agricultural
purposes.
2. GROUNWATER CONTAMINATION
 The ground water is the most prime water
 . The quality of water depends on
o The composition of recharge water
o Interactions between the water and soil
o The rocks with which it comes into contact in unsaturated zones
o Residence time and the reactions that take place within the aquifer
 Earlier the ground water was supposed to be chemically and
microbiologically non-polluted. But in recent decades, different types of
organic and inorganic contaminants found in ground water.
2.2 How does the ground water gets polluted or contaminated?
 Depending on its physical, chemical and biological properties, contaminant
that has been released into the environment may move within an aquifer in
the same manner that ground water moves.
 Just as ground water generally moves slowly, so do contaminants in ground
water. Because of this slow movement, contaminants tend to remain
concentrated in the form of a plume that flows along the same path as the ground
water.
 Generally, the greater the distance between a source of contamination and a
ground water source, the more likely that natural processes will reduce the
impacts of contamination. Processes such as oxidation, biological degradation
and adsorption may take place in the soil layers of the unsaturated zone and
reduce the concentration of a contaminant before it reaches ground water.
2.3 Sources of ground water contamination
 Natural sources
• Some substances found naturally in rocks or soils, such as iron, manganese,
arsenic, chlorides, fluorides, sulfates or radionuclides, can become dissolved in
ground water.
• Naturally occurring substances, such as decaying organic matter, can move in
ground water as particles.
 Improper disposal Hazardous waste
• Hazardous waste should always be disposed of properly, unless it may cause
pollution to ground water.
• Many chemicals should not be disposed of in household septic system,
including soils, lawn and garden chemicals, etc.
 Landfills
• Solid waste is disposed of in thousands of municipal and industrial
landfills throughout the country. Chemicals that should be disposed of in
hazardous waste landfills sometimes end up in municipal landfills
• New landfills are required to have clay or synthetic liners and leachate
(liquid from a landfill containing contaminants) collection systems to
protect ground water.
• Closed landfills can continue to pose a ground water contamination
threat if they are not capped with an impermeable material (such as clay)
before closure to prevent the leaching of contaminants by precipitation.
2.4 Effects of ground water contamination
 Contamination of ground water can result in poor drinking water quality, loss of
water supply, degraded surface water systems, high cleanup costs, high costs for
alternative water supplies, and/or potential health problems.
 In terms of water supply, in some instances, ground water contamination is so
severe that the water supply must be abandoned as a source of drinking water.
3. GEOCHEMISTRY OF GROUNDWATER
3.1 INTRODUCTION
The word “Geochemistry”, generally refers to the study of earth crust from
chemical point of view. The chemical aspects of hydrogeology are quite different
from physical aspects.
The purpose of studying geochemistry is to conclude an integrated effect of
lithology, land use and hydrogeological factors on the composition of groundwater
of Krishna basin.
3.2 DISSOLVED CONSTITUENTS IN GROUNDWATER
The ground water contains dissolved, suspended and colloidal matter in it. It is also
natural habitat for numerous micro-organisms. The dissolved constituents are mainly
derived from interaction of ground water with aquifer rocks. The constituents
dissolving in ground water are classified as,
1. Major Constituents-
 Positively charged cations - Na+, K+, Ca+, and Mg+.
 Negatively charged anions – Cl-, SO4
-, NO3
-, CO3
-, HCO-
3
2. Minor Constituents – Fe, Mn, Cu, Zn, Pb, Ag, Hg, As, Al.
In addition to these, pH and Electrical Conductivity are also important
properties of ground water, which should be taken into consideration.
4. STUDY AREA – KRISHNA BASIN
4.1 LOCATION
 KRISHNA river basin is located in hilly area region of western ghats.
 The KRISHNA river originates in the hilly region of SAHYADRI characterized by
thick lateritic capping.
 It occupies an area about 69425 sq.km.
 The length of river is about 1300 km.
 It includes some villages of three Talukas namely –WAI, SATARA, KARAD and
MAHABALESHWAR in the SATARA district.
4.2 Physiography
Physiographically, Krishna River basin can be divided into three parts as,
 Hilly terrain with steep slopes characterizing relatively high altitude source area (700m
to 960m) above mean sea level.
 Rolling topography with moderate slopes and moderate altitude covering middle part
of the River basin (600m to 700m) above mean sea level.
 Valley floor area with gentle slopes and flat plains at lower altitude (540m to 600m)
above mean sea level.
Due to very rugged topography, large number of streams of different types are present
such as,
• Perennial - having water throughout year
• Seasonal – having water only in rainy season
• Ephemeral – having water only for few days
4.3 GEOLOGY OF STUDY AREA
 Geologically, the basalts of the Deccan Volcanic Province characterize the
Krishna Basin.
 In general, the basaltic flows are of simple type with maximum thickness
upto 35 meters.
 The flows have been separated by thin clayey horizons called as the red beds.
The thickness of the red beds varies from less than a meter to 2 meter.
 Alluvium
 Occurs along the banks of the KRISHNA river and major streams joining the
main stream
 Thickness varies 2 to 6 meters
 Mainly consists of pebble beds, sand and laterites
ALLUVIUM (LOCALITY-RIVER BANK NEAR WAI)
 Laterite
 Occurs in upstream part in the source of Krishna river
 Occur at an elevation of 2500-3000 ft.
 Occur as capping over the flat topped basaltic flows
 The laterite is the product of chemical weathering of the basalts under tropical
climatic conditions
 Chemical weathering gives it red or white colour
 Thickness varies 25 to 30 meters
 Basalts
 The basalts constitute the major litho unit in the Krishna basin.
 The typical sections of basalts can be observed in the road cut sections and as
well as along the stream banks.
 The basalts from the area are dark to grey in colour and fine to medium
grained in texture.
Spheroidal weathering
 Basalts displaying two sets of prominent vertical as well as horizontal joints
can also be seen
Vertically jointed basalts
 Red boles
 Seen at the separation of two basaltic flows
 Thickness 2 meters
 Red in colour, clayey in texture and ferruginous in character that imparts the
red colour.
5. METHODOLOGY
In order to get an idea about ground water quality, the methodology used
for obtaining reliable and useful data includes selection of sampling sites,
collection of ground water samples and analysis of those samples by suitable
methods available.
Therefore following data steps have undertaken to fulfill the objectives of
this study as well as, to collect reliable data.
1) Selection of suitable groundwater sampling stations
2) Collection of samples
3) Analysis of collected water samples by suitable methods available.
4) Evaluation of water chemistry data obtained.
5.1 SELECTION OF GROUNDWATER SAMPLING STATIONS
 The first stage of the planning of the sampling program was the
selection of suitable sampling sites, which are likely to provide the
required data. Thirty-one sampling stations were chosen for the
collection of Groundwater samples.
 These wells were broadly classified into two categories:
• Those, which are serving as source of water supply for drinking &
Agricultural purpose.
• Those used for domestic purpose such as washing, bathing etc.
5.2 COLLECTION OF GROUNDWATER SAMPLES
As water is susceptible to changes in composition because of its powerful
solvent properties the following precautions were taken while collecting the
samples,
• The plastic bottles (1lit) were used for the sample collection, as it is resistant to
solution action.
• The containers were thoroughly washed, cleaned and rinsed before every
collection for each station, separate containers were used.
• The water samples from the wells were collected after pumping them for 5 to 10
min to discharge the water remained in the pipe.
• The collected samples were labeled properly and stored in suitable place.
• Physicochemical analysis were carried out within 24 hours after collection of the
samples.
5.3 Analysis of water samples
The groundwater samples collected were subjected to the chemical analysis.
The chemical analysis were carried out for determining the major and minor
constituents present in samples.
The following techniques were employed for the analysis.
a. Volumetric titrimetric methods
To determine Total alkalinity, total hardness and chlorides were
analyzed by this technique.
b. Spectrophotometric methods
To determine the sulphates and nitrates .
c. Flame photometric methods
To determine Alkali elements like sodium (Na), Calcium (Ca)and
potassium (K)
d. Atomic absorption spectrophotometric methods
To determine Ca, Mg, Fe, Mn, Cu, Pb, Zn, Ag, etc.
6. Permissible limits
Constituents Desirable limit
Permissible
limit
pH 6.5 8.5
Total Dissolved
Solids
500 mg/l 2000 mg/l
Total Alkalinity 200 mg/l 600 mg/l
Total Hardness
(Co3)
200 mg/l 600 mg/l
Chloride 250 mg/l 1000 mg/l
Sulphate 200 mg/l 400 mg/l
Nitrate 45 mg/l No Relaxation
Calcium(Ca) 75 mg/l 200 mg/l
Magnesium(Mg) 30 mg/l 100 mg/l
Iron 0.3 mg/l No Relaxation
7. Graphical representation of
resultsS
6.6
6.8
7
7.2
7.4
7.6
7.8
8
W2
W3
W6
W7
W46
W49
W55
W56
W57
S1
S2
B.W.
Z.P
pH
pH
 Acidity
0
20
40
60
80
100
120
Acidity
(mg/lit)
Well no
Acidity (mg/lit)
Acidity (mg/lit)
 Alkalinity
0
5
10
15
20
25
30
Alkalinity
(mg/lit)
well no.
Alkalinity (mg/lit)
 Chloride
0
10
20
30
40
50
60
70
80
90
100
CHLORIDE
CONTENT
WELL NO
CHLORIDE CONTENT (mg/lit)
 Hardness
0
50
100
150
200
250
300
W2
W3
W6
W7
W11
W13
W15
W17
W24
W26
W28
W29
W32
W33
W35
W36
W40
W41
W46
W47
W49
W50
W51
W53
W55
W56
W57
S1
S2
B.W.
Z.P
Hardness
Well no
Total Hardness
 Sulphate
0
10
20
30
40
50
60
70
80
90
100
SO4
(ppm)
Well no.
Sulphate SO4
 Calcium
0
20
40
60
80
100
120
140
Calcium
(ppm)
Well no.
Calcium ppm
 Magnesium
0
5
10
15
20
25
30
35
Mg
(mg/lit)
Well no
MAGNESIUM (mg/lit)
 Iron(Fe)
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Iron
(fe)
(ppm)
Well no
Iron (Fe) (ppm)
 Sodium
0
10
20
30
40
50
60
70
80
Na
(ppm)
Well no.
SODIUM (ppm)
Lead
0
5
10
15
20
25
30
Pb
(ppm)
WELL NO
LEAD (ppm)
8. CONCLUSION
Aim of the project was to determine the groundwater quality with special
reference to physical and chemical analysis of groundwater.
The tremendous use of fertilizers and expansion of population has changed the
qualities of groundwater. In order to collect the data regarding quality of
groundwater in krishna basin, various physico- chemical laboratory tests were
carried out on collected water samples. The
water samples were collected from 31 sites. The analysis included
determination of pH.Acidity.Alkalinity.Hardness. Ca. Mg, CI, SO4. PO4, K.
Na, Pb. Fe etc.The analytical method included volumetric (Alkalynity.
Hardness, Ca, Mg. and CI), spectrophotometric (SO4. PO4), flame
photometric (Na and K) analysis.
The results of various analysis in the present study reveal the following
information.

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prashant new civil project for last year

  • 1. DEPARTMENT OF CIVIL ENGINEERING SATARA COLLEGE OF ENGINEERING & MANAGEMENT LIMB SATARA-415001
  • 2. A PRESENTATION ON “GEOCHEMICAL INVESTIGATION OF GROUNDWATER OF KRISHNA BASIN ” BY NAME ROLL NO BHOSALE AKSHAY 11 JADHAV ANANT 12 JADHAV VAIBHAV 13 PATIL PRASHANT 14 SHINDE VIKRAM 15
  • 4. TABLE OF CONTENTS  INTRODUCTION  GROUNDWATER CONTAMINATION  GEOCHEMISTRY OF GROUNWATER  STUDY AREA  METHODOLOGY  TABLE OF PERMISSIBLE LIMITS  GRAPHICAL REPRESENTATION OF RESULTS  RESULTS & CONCLUSION
  • 5. 1.INTRODUCTION 1.1 IMPORTANCE OF GROUNDWATER  Most important natural resource  Approx. 97.2% salty  2.8% fresh water out of this 20%  water is used for purposes like domestic, industrial, commercial, etc.  In rural areas, ground water is preferred source of water due to non- availability or poor quality of other water resources.  More than 90% of the rural population uses groundwater for domestic purposes and KRISHNA basin is no exception to this.
  • 6.  Water is also an essential part of Geological cycle as it converts the rocks into clays, sand and transports them to the oceans where they become raw material of the future continents.  The hydrological cycle.
  • 7. 1.2 GROUNDWATER POTENTIAL IN INDIA Parameter Unit ( Billion cubic meter)/year Annual water availability 1869 Usable water 1123 Surface water 690 Ground water 433 The overall contribution of rainfall to the country’s annual ground water resource is 68% and the share of other resources, such as canal seepage, return flow from irrigation, recharge from tanks, ponds and water conservation structures taken together is 32%
  • 8. 1.3 QUALITY OF WATER  “Water quality” is a term used here to express the suitability of water to sustain various uses or processes.  particular use will have certain requirements for the physical, chemical or biological characteristics of water.  The composition of surface and underground waters is dependent on natural factors geological, topographical, hydrological and biological, etc.  Human activities such as the discharge of domestic, industrial, urban and other wastewaters into the watercourse (whether intentional or accidental) and the spreading of chemicals on agricultural land in the drainage basin are also effecting the groundwater quality.
  • 9.  The quality of ground water is much better than surface water, because surface water contains large amount of suspended impurities, whereas ground water is free from it.  But sometimes ground water dissolves mineral, salts, etc. which come in contact while being in movement.
  • 10. 1.4 NEED FOR MORE RESEARCH  Due to various human activities, the quality of groundwater is being AFFECTED.  The commonly observed contaminants include bacteria, phosphates and heavy metals, etc.  Numerous water bodies have became temporarily or permanently unsuitable for human use.  It has been pointed out that nearly 60% of all the districts in the country have issues related to either availability of ground water or quality of ground water or both.  In such areas, physico-chemical investigation of water quality could serve as a convenient tool for examining intensity of contamination.
  • 11. 1.5 AIMS AND OBJECTIVES  Understanding the effects of human factors on the geochemistry of groundwater of Krishna basin.  To establish groundwater sampling network on the basis of land use information.  To investigate the impact of geological, hydrological and land use factors on the geochemistry of groundwater.  To delineate potable/non-potable areas of groundwater occurrence by using geochemical data.  To find out suitability of groundwater for drinking and agricultural purposes.
  • 12. 2. GROUNWATER CONTAMINATION  The ground water is the most prime water  . The quality of water depends on o The composition of recharge water o Interactions between the water and soil o The rocks with which it comes into contact in unsaturated zones o Residence time and the reactions that take place within the aquifer  Earlier the ground water was supposed to be chemically and microbiologically non-polluted. But in recent decades, different types of organic and inorganic contaminants found in ground water.
  • 13. 2.2 How does the ground water gets polluted or contaminated?  Depending on its physical, chemical and biological properties, contaminant that has been released into the environment may move within an aquifer in the same manner that ground water moves.  Just as ground water generally moves slowly, so do contaminants in ground water. Because of this slow movement, contaminants tend to remain concentrated in the form of a plume that flows along the same path as the ground water.  Generally, the greater the distance between a source of contamination and a ground water source, the more likely that natural processes will reduce the impacts of contamination. Processes such as oxidation, biological degradation and adsorption may take place in the soil layers of the unsaturated zone and reduce the concentration of a contaminant before it reaches ground water.
  • 14. 2.3 Sources of ground water contamination  Natural sources • Some substances found naturally in rocks or soils, such as iron, manganese, arsenic, chlorides, fluorides, sulfates or radionuclides, can become dissolved in ground water. • Naturally occurring substances, such as decaying organic matter, can move in ground water as particles.  Improper disposal Hazardous waste • Hazardous waste should always be disposed of properly, unless it may cause pollution to ground water. • Many chemicals should not be disposed of in household septic system, including soils, lawn and garden chemicals, etc.
  • 15.  Landfills • Solid waste is disposed of in thousands of municipal and industrial landfills throughout the country. Chemicals that should be disposed of in hazardous waste landfills sometimes end up in municipal landfills • New landfills are required to have clay or synthetic liners and leachate (liquid from a landfill containing contaminants) collection systems to protect ground water. • Closed landfills can continue to pose a ground water contamination threat if they are not capped with an impermeable material (such as clay) before closure to prevent the leaching of contaminants by precipitation.
  • 16. 2.4 Effects of ground water contamination  Contamination of ground water can result in poor drinking water quality, loss of water supply, degraded surface water systems, high cleanup costs, high costs for alternative water supplies, and/or potential health problems.  In terms of water supply, in some instances, ground water contamination is so severe that the water supply must be abandoned as a source of drinking water.
  • 17. 3. GEOCHEMISTRY OF GROUNDWATER 3.1 INTRODUCTION The word “Geochemistry”, generally refers to the study of earth crust from chemical point of view. The chemical aspects of hydrogeology are quite different from physical aspects. The purpose of studying geochemistry is to conclude an integrated effect of lithology, land use and hydrogeological factors on the composition of groundwater of Krishna basin.
  • 18. 3.2 DISSOLVED CONSTITUENTS IN GROUNDWATER The ground water contains dissolved, suspended and colloidal matter in it. It is also natural habitat for numerous micro-organisms. The dissolved constituents are mainly derived from interaction of ground water with aquifer rocks. The constituents dissolving in ground water are classified as, 1. Major Constituents-  Positively charged cations - Na+, K+, Ca+, and Mg+.  Negatively charged anions – Cl-, SO4 -, NO3 -, CO3 -, HCO- 3 2. Minor Constituents – Fe, Mn, Cu, Zn, Pb, Ag, Hg, As, Al. In addition to these, pH and Electrical Conductivity are also important properties of ground water, which should be taken into consideration.
  • 19. 4. STUDY AREA – KRISHNA BASIN 4.1 LOCATION  KRISHNA river basin is located in hilly area region of western ghats.  The KRISHNA river originates in the hilly region of SAHYADRI characterized by thick lateritic capping.  It occupies an area about 69425 sq.km.  The length of river is about 1300 km.  It includes some villages of three Talukas namely –WAI, SATARA, KARAD and MAHABALESHWAR in the SATARA district.
  • 20. 4.2 Physiography Physiographically, Krishna River basin can be divided into three parts as,  Hilly terrain with steep slopes characterizing relatively high altitude source area (700m to 960m) above mean sea level.  Rolling topography with moderate slopes and moderate altitude covering middle part of the River basin (600m to 700m) above mean sea level.  Valley floor area with gentle slopes and flat plains at lower altitude (540m to 600m) above mean sea level. Due to very rugged topography, large number of streams of different types are present such as, • Perennial - having water throughout year • Seasonal – having water only in rainy season • Ephemeral – having water only for few days
  • 21. 4.3 GEOLOGY OF STUDY AREA  Geologically, the basalts of the Deccan Volcanic Province characterize the Krishna Basin.  In general, the basaltic flows are of simple type with maximum thickness upto 35 meters.  The flows have been separated by thin clayey horizons called as the red beds. The thickness of the red beds varies from less than a meter to 2 meter.
  • 22.  Alluvium  Occurs along the banks of the KRISHNA river and major streams joining the main stream  Thickness varies 2 to 6 meters  Mainly consists of pebble beds, sand and laterites ALLUVIUM (LOCALITY-RIVER BANK NEAR WAI)
  • 23.  Laterite  Occurs in upstream part in the source of Krishna river  Occur at an elevation of 2500-3000 ft.  Occur as capping over the flat topped basaltic flows  The laterite is the product of chemical weathering of the basalts under tropical climatic conditions  Chemical weathering gives it red or white colour  Thickness varies 25 to 30 meters
  • 24.  Basalts  The basalts constitute the major litho unit in the Krishna basin.  The typical sections of basalts can be observed in the road cut sections and as well as along the stream banks.  The basalts from the area are dark to grey in colour and fine to medium grained in texture.
  • 26.  Basalts displaying two sets of prominent vertical as well as horizontal joints can also be seen Vertically jointed basalts
  • 27.  Red boles  Seen at the separation of two basaltic flows  Thickness 2 meters  Red in colour, clayey in texture and ferruginous in character that imparts the red colour.
  • 28. 5. METHODOLOGY In order to get an idea about ground water quality, the methodology used for obtaining reliable and useful data includes selection of sampling sites, collection of ground water samples and analysis of those samples by suitable methods available. Therefore following data steps have undertaken to fulfill the objectives of this study as well as, to collect reliable data. 1) Selection of suitable groundwater sampling stations 2) Collection of samples 3) Analysis of collected water samples by suitable methods available. 4) Evaluation of water chemistry data obtained.
  • 29. 5.1 SELECTION OF GROUNDWATER SAMPLING STATIONS  The first stage of the planning of the sampling program was the selection of suitable sampling sites, which are likely to provide the required data. Thirty-one sampling stations were chosen for the collection of Groundwater samples.  These wells were broadly classified into two categories: • Those, which are serving as source of water supply for drinking & Agricultural purpose. • Those used for domestic purpose such as washing, bathing etc.
  • 30. 5.2 COLLECTION OF GROUNDWATER SAMPLES As water is susceptible to changes in composition because of its powerful solvent properties the following precautions were taken while collecting the samples, • The plastic bottles (1lit) were used for the sample collection, as it is resistant to solution action. • The containers were thoroughly washed, cleaned and rinsed before every collection for each station, separate containers were used. • The water samples from the wells were collected after pumping them for 5 to 10 min to discharge the water remained in the pipe. • The collected samples were labeled properly and stored in suitable place. • Physicochemical analysis were carried out within 24 hours after collection of the samples.
  • 31. 5.3 Analysis of water samples The groundwater samples collected were subjected to the chemical analysis. The chemical analysis were carried out for determining the major and minor constituents present in samples. The following techniques were employed for the analysis. a. Volumetric titrimetric methods To determine Total alkalinity, total hardness and chlorides were analyzed by this technique. b. Spectrophotometric methods To determine the sulphates and nitrates .
  • 32. c. Flame photometric methods To determine Alkali elements like sodium (Na), Calcium (Ca)and potassium (K) d. Atomic absorption spectrophotometric methods To determine Ca, Mg, Fe, Mn, Cu, Pb, Zn, Ag, etc.
  • 33. 6. Permissible limits Constituents Desirable limit Permissible limit pH 6.5 8.5 Total Dissolved Solids 500 mg/l 2000 mg/l Total Alkalinity 200 mg/l 600 mg/l Total Hardness (Co3) 200 mg/l 600 mg/l Chloride 250 mg/l 1000 mg/l Sulphate 200 mg/l 400 mg/l Nitrate 45 mg/l No Relaxation Calcium(Ca) 75 mg/l 200 mg/l Magnesium(Mg) 30 mg/l 100 mg/l Iron 0.3 mg/l No Relaxation
  • 34. 7. Graphical representation of resultsS 6.6 6.8 7 7.2 7.4 7.6 7.8 8 W2 W3 W6 W7 W46 W49 W55 W56 W57 S1 S2 B.W. Z.P pH pH
  • 45. 8. CONCLUSION Aim of the project was to determine the groundwater quality with special reference to physical and chemical analysis of groundwater. The tremendous use of fertilizers and expansion of population has changed the qualities of groundwater. In order to collect the data regarding quality of groundwater in krishna basin, various physico- chemical laboratory tests were carried out on collected water samples. The water samples were collected from 31 sites. The analysis included determination of pH.Acidity.Alkalinity.Hardness. Ca. Mg, CI, SO4. PO4, K. Na, Pb. Fe etc.The analytical method included volumetric (Alkalynity. Hardness, Ca, Mg. and CI), spectrophotometric (SO4. PO4), flame photometric (Na and K) analysis. The results of various analysis in the present study reveal the following information.