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Rural water supply
and
Sanitation Department
MISSION BHAGIRATHA
Vanama Tejaswin
18001-C-054
Aim
 To produce safe and
portable drinking water.
 150l - 67 urban habitations.
 100l - 2500 rural habitations.
 Source of water is Krishna and
Godavari rivers.
Drinking water quality requirements
Characteristics Acceptance Cause of rejection
Turbidity (NTU) 1 10
Colour 5 25
Taste and odour Unobjectionable Objectionable
pH 7.0 to 8.5 <6.0 to >9.2
Total dissolved salts (mg/l) 500 2000
Total hardness 200 600
Chlorides 200 1000
Sulphates 200 400
Fluorides 1 1.5
Nitrates 45 45
Calisum 75 200
Magnesium <30 150
1. Jar test
2. Turbidity determining
3. Knowing pH
4. Alkalinity of water
5. Hardness of water
6. Total dissolved salts in water
7. Knowing iron, sulphate, nitrate and fluoride contents in
water.
List of tests conducted to water
Flow chart of water treatment
plant
Stilling chamber
 Main aim is to removal of
air bubbles.
Areator
• Main aim is to expose water to air and
to add oxygen.
• Cascade areator is most commonly
used.
• Usually there are 4 to 6 steps.
Distribution box
 Distibutes the water equally to
the flash mixer.
Flash mixer
• It is designed to mixing of lime
and alum for the purpose of
creating floc.
Clarifloculator
 It is a combination of
flocculation and clarification in
a single tank.
 Main aim is to remove sludge.
Filter beds
• Main aim is to remove the
suspended impurities in water an
enhancing the effectiveness of
disinfection.
Overhead tank
 The clear water is send to the
overhead tank and it distributes
water equally to the all the rural
and urban areas.
Some of the processes involved
during water treatment
 Backwashing: It is a form of
preventive Maintainance so that
filter beds can be reused.
 Surface washing: In order to
produce optimum cleaning Of a
filter bed during backwashing and
To prevent mud balls.
 Sludge removal: Waste collected
at the bottom of the CFL is removed
with the hydrostatic pressure pipes
and collected into a tank.
 Sludge disposal:
 Algal control: to prevent the water
from the algae we use algaeacids
like chlorine and copper sulfate.
 Micro strainers is one of the device
to algae removal.
 Chemicals handling and feeding:
knowing about dosing of chemicals
and installing chemical feeders for
checking dosage.
 Postchlorination: To add chlorine to
the purified water to prevent it from
causing different diseases and to
control the growth of
microorganisms.
Rawwaterfrompalerucollectedtojellacheruvuwatertreatment
plantandgotpurifiedanddistributedtooverheadtanks asshown
above. The end

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Presentation (1).pptx

  • 1. Rural water supply and Sanitation Department MISSION BHAGIRATHA Vanama Tejaswin 18001-C-054
  • 2.
  • 3. Aim  To produce safe and portable drinking water.  150l - 67 urban habitations.  100l - 2500 rural habitations.  Source of water is Krishna and Godavari rivers.
  • 4. Drinking water quality requirements Characteristics Acceptance Cause of rejection Turbidity (NTU) 1 10 Colour 5 25 Taste and odour Unobjectionable Objectionable pH 7.0 to 8.5 <6.0 to >9.2 Total dissolved salts (mg/l) 500 2000 Total hardness 200 600 Chlorides 200 1000 Sulphates 200 400 Fluorides 1 1.5 Nitrates 45 45 Calisum 75 200 Magnesium <30 150
  • 5. 1. Jar test 2. Turbidity determining 3. Knowing pH 4. Alkalinity of water 5. Hardness of water 6. Total dissolved salts in water 7. Knowing iron, sulphate, nitrate and fluoride contents in water. List of tests conducted to water
  • 6. Flow chart of water treatment plant
  • 7. Stilling chamber  Main aim is to removal of air bubbles. Areator • Main aim is to expose water to air and to add oxygen. • Cascade areator is most commonly used. • Usually there are 4 to 6 steps.
  • 8. Distribution box  Distibutes the water equally to the flash mixer. Flash mixer • It is designed to mixing of lime and alum for the purpose of creating floc.
  • 9. Clarifloculator  It is a combination of flocculation and clarification in a single tank.  Main aim is to remove sludge. Filter beds • Main aim is to remove the suspended impurities in water an enhancing the effectiveness of disinfection.
  • 10. Overhead tank  The clear water is send to the overhead tank and it distributes water equally to the all the rural and urban areas.
  • 11. Some of the processes involved during water treatment  Backwashing: It is a form of preventive Maintainance so that filter beds can be reused.  Surface washing: In order to produce optimum cleaning Of a filter bed during backwashing and To prevent mud balls.
  • 12.  Sludge removal: Waste collected at the bottom of the CFL is removed with the hydrostatic pressure pipes and collected into a tank.  Sludge disposal:
  • 13.  Algal control: to prevent the water from the algae we use algaeacids like chlorine and copper sulfate.  Micro strainers is one of the device to algae removal.
  • 14.  Chemicals handling and feeding: knowing about dosing of chemicals and installing chemical feeders for checking dosage.  Postchlorination: To add chlorine to the purified water to prevent it from causing different diseases and to control the growth of microorganisms.