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11/03/14 Waste water treatment 1
11/03/14 Waste water treatment 2
Waste water Classifation
Sewage- All domestic, commercial waste
water
Sullage- waste water from kitchen,
bathroom, wash basin, other than W.C.
Industrial Waste water- water from
industrial processes
Ground water infiltration
Storm water
11/03/14 Waste water treatment 3
Types of sewerage system
Separate system
Combined system
System of collection
Water carriage
Conservancy
11/03/14 Waste water treatment 4
Characteristics of waste water
Physical-
Chemical
Biological-
11/03/14 Waste water treatment 5
Physical- Characteristics of waste water
Color,
Odor,
Temperature,
Dissolved
Oxygen
Solids
 Biodegradable,
 non biodegradable,
 settle able,
 suspended,
 volatile, fixed,
 dissolved etc
11/03/14 Waste water treatment 6
Chemical –Characteristics of waste water
 pH,
 Biochemical Oxygen
Demand,
 Chemical Oxygen
Demand,
 Total Organic Carbon,
 Nitrogen, Ammonia
 Phosphorus,
 Sulphates,
 Heavy metals like
Iron, Chromium
 fats,
 Oils & grease,
 pesticides,
 detergents,
 toxic element
11/03/14 Waste water treatment 7
Biological- Characteristics of waste water
 Viruses,
 Fungi,
 Algae,
 Protozoa,
 Rotifer,
 Ciliates,
Bacteria
 (aerobic, anaerobic, facultative),
 Pshychrophylic Bacteria
0-5 degrees C
 Mesophilic bacteria
20- 40 degrees C
 Thermophilic bacteria
40-60 degrees C
11/03/14 Waste water treatment 8
Typical Composition of Raw Domestic
Wastewater
Weak Medium Strong
Solids, total (TS), mg/L
Total dissolved (TDS), mg/L
Total suspended (TSS), mg/L
Settleable solids, mg/L
BOD5, mg/L
TOC, mg/L
COD, mg/L
Nitrogen (total as N), mg/L
Organic, mg/L
Free ammonia, mg/L
Nitrites + nitrates, mg/L
Phosphorus (total as P), mg/L
Organic, mg/L
Inorganic, mg/L
Chlorides, mg/L
Sulfate, mg/L
Alkalinity, mg/L as CaCO3
Grease, mg/L
Total coliform, no/100 mL
350
250
100
5
110
80
250
20
8
12
0
4
1
3
30
20
50
50
106
~107
720
500
220
10
220
160
500
40
14
25
0
8
3
5
50
30
100
100
107
~108
1200
850
350
20
400
290
1000
85
35
50
0
15
5
10
100
50
200
150
107
~109
Concentration
11/03/14 Waste water treatment 9
11/03/14 Waste water treatment 10
How is Wastewater Treated to Remove
Pollutants?
Physics, Chemistry, Microbiology,
mathematics and Engineering
are all involved in purifying wastewater
so that it can be safely returned to the
environment.
11/03/14 Waste water treatment 11
Standards for discharge of sewage and industrial effluents in surface
Water source (rivers, lakes, reservoirs,
Sr.
No.
CHARACTERISTI
C OFTHE
EFFLUENTS
DISCHARGE INTO
SURFACE
WATER SOURCES
AS PER IS 4764-1973.
TOLERANCE LIMITS FOR
INDUSTRIAL EFFLUENT
DISCHARGE INTO INLAND
SURFACE WATERS AS PER IS
2490- 1974.
TOLERANCE LIMITS
FOR DISCHARGE
INTOPUBLIC SEWERS
AS PER IS 3306-1974
1
B O D 5 20 mg/lit 30 mg/lit 500 mg/lit
2
C O D 250 mg/lit 250 mg/lit
3 pH value 5.5 - 9 5.5 - 9 5.5 - 9
4
Total
Suspended
solids
30 mg/lit 100 mg/lit 600 mg/lit
5
Ammonia &
Nitrogen
50 mg/lit 50 mg/lit 50 mg/lit
6 Oil & grease Nil 10 mg/lit 100 mg/lit
7
Temp. 40 °c 40 °c 45 °c
11/03/14 Waste water treatment 12
Treatment of waste water
 Preliminary
 Primary
 Secondary
 Tertiary
 Centralized Treatment or
Off site treatment
 Decentralized treatment
or Onsite treatment
 Physical Treatment
 Biological Treatment
 Chemical Treatment
 Conventional Treatment
 Low cost treatment
 Aerobic Treatment
 Anaerobic treatment
11/03/14 Waste water treatment 13
Physical treatment
Screening Removal floating matter
Comminuting Cutting , grinding of coarse matter
Flow equalization Equalization of flow
Mixing Mixing of chemicals, gases
Flocculation Promotion of flock formation &
gravity sedimentation
Sedimentation Separation of settle able solids
Floatation Removal of very fine, particle
Filtration Removal of very fine residue
Micro screening Same as above with microorganism
11/03/14 Waste water treatment 14
Biological Treatment
 Biological plants are more commonly used to
treat domestic or combined domestic and
industrial wastewater from a municipality.
 They use basically the same processes that
would occur naturally in the receiving water, but
give them a place to happen under controlled
conditions, so that the cleansing reactions are
completed before the water is discharged into
the environment.
11/03/14 Waste water treatment 15
Biological treatment
Aerobic Anaerobic
Activated sludge Stabilization pond
Process Digester
Trickling filter Septic Tank
Oxidation pond U A S B Reactor
Aerated lagoon Anaerobic filter
Oxidation ditch
Rotating biological contactor
11/03/14 Waste water treatment 16
CONVENTIONAL AEROBIC TREATMENT
Mainly BOD removal
Aeration
tank
Bar
scree
n
Grit
chamber
Primary
Sedimentation
.
Tank
Secondary
Sedimentatio
n.
Tank
Sludge
treatment
INFLUENT
EFFLUEN
T
to
SURFACE
WATER
Sludge
digestion
Thickeners
AIR
11/03/14 Waste water treatment 17

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Waste water-I.ppt

  • 1. 11/03/14 Waste water treatment 1
  • 2. 11/03/14 Waste water treatment 2 Waste water Classifation Sewage- All domestic, commercial waste water Sullage- waste water from kitchen, bathroom, wash basin, other than W.C. Industrial Waste water- water from industrial processes Ground water infiltration Storm water
  • 3. 11/03/14 Waste water treatment 3 Types of sewerage system Separate system Combined system System of collection Water carriage Conservancy
  • 4. 11/03/14 Waste water treatment 4 Characteristics of waste water Physical- Chemical Biological-
  • 5. 11/03/14 Waste water treatment 5 Physical- Characteristics of waste water Color, Odor, Temperature, Dissolved Oxygen Solids  Biodegradable,  non biodegradable,  settle able,  suspended,  volatile, fixed,  dissolved etc
  • 6. 11/03/14 Waste water treatment 6 Chemical –Characteristics of waste water  pH,  Biochemical Oxygen Demand,  Chemical Oxygen Demand,  Total Organic Carbon,  Nitrogen, Ammonia  Phosphorus,  Sulphates,  Heavy metals like Iron, Chromium  fats,  Oils & grease,  pesticides,  detergents,  toxic element
  • 7. 11/03/14 Waste water treatment 7 Biological- Characteristics of waste water  Viruses,  Fungi,  Algae,  Protozoa,  Rotifer,  Ciliates, Bacteria  (aerobic, anaerobic, facultative),  Pshychrophylic Bacteria 0-5 degrees C  Mesophilic bacteria 20- 40 degrees C  Thermophilic bacteria 40-60 degrees C
  • 8. 11/03/14 Waste water treatment 8 Typical Composition of Raw Domestic Wastewater Weak Medium Strong Solids, total (TS), mg/L Total dissolved (TDS), mg/L Total suspended (TSS), mg/L Settleable solids, mg/L BOD5, mg/L TOC, mg/L COD, mg/L Nitrogen (total as N), mg/L Organic, mg/L Free ammonia, mg/L Nitrites + nitrates, mg/L Phosphorus (total as P), mg/L Organic, mg/L Inorganic, mg/L Chlorides, mg/L Sulfate, mg/L Alkalinity, mg/L as CaCO3 Grease, mg/L Total coliform, no/100 mL 350 250 100 5 110 80 250 20 8 12 0 4 1 3 30 20 50 50 106 ~107 720 500 220 10 220 160 500 40 14 25 0 8 3 5 50 30 100 100 107 ~108 1200 850 350 20 400 290 1000 85 35 50 0 15 5 10 100 50 200 150 107 ~109 Concentration
  • 9. 11/03/14 Waste water treatment 9
  • 10. 11/03/14 Waste water treatment 10 How is Wastewater Treated to Remove Pollutants? Physics, Chemistry, Microbiology, mathematics and Engineering are all involved in purifying wastewater so that it can be safely returned to the environment.
  • 11. 11/03/14 Waste water treatment 11 Standards for discharge of sewage and industrial effluents in surface Water source (rivers, lakes, reservoirs, Sr. No. CHARACTERISTI C OFTHE EFFLUENTS DISCHARGE INTO SURFACE WATER SOURCES AS PER IS 4764-1973. TOLERANCE LIMITS FOR INDUSTRIAL EFFLUENT DISCHARGE INTO INLAND SURFACE WATERS AS PER IS 2490- 1974. TOLERANCE LIMITS FOR DISCHARGE INTOPUBLIC SEWERS AS PER IS 3306-1974 1 B O D 5 20 mg/lit 30 mg/lit 500 mg/lit 2 C O D 250 mg/lit 250 mg/lit 3 pH value 5.5 - 9 5.5 - 9 5.5 - 9 4 Total Suspended solids 30 mg/lit 100 mg/lit 600 mg/lit 5 Ammonia & Nitrogen 50 mg/lit 50 mg/lit 50 mg/lit 6 Oil & grease Nil 10 mg/lit 100 mg/lit 7 Temp. 40 °c 40 °c 45 °c
  • 12. 11/03/14 Waste water treatment 12 Treatment of waste water  Preliminary  Primary  Secondary  Tertiary  Centralized Treatment or Off site treatment  Decentralized treatment or Onsite treatment  Physical Treatment  Biological Treatment  Chemical Treatment  Conventional Treatment  Low cost treatment  Aerobic Treatment  Anaerobic treatment
  • 13. 11/03/14 Waste water treatment 13 Physical treatment Screening Removal floating matter Comminuting Cutting , grinding of coarse matter Flow equalization Equalization of flow Mixing Mixing of chemicals, gases Flocculation Promotion of flock formation & gravity sedimentation Sedimentation Separation of settle able solids Floatation Removal of very fine, particle Filtration Removal of very fine residue Micro screening Same as above with microorganism
  • 14. 11/03/14 Waste water treatment 14 Biological Treatment  Biological plants are more commonly used to treat domestic or combined domestic and industrial wastewater from a municipality.  They use basically the same processes that would occur naturally in the receiving water, but give them a place to happen under controlled conditions, so that the cleansing reactions are completed before the water is discharged into the environment.
  • 15. 11/03/14 Waste water treatment 15 Biological treatment Aerobic Anaerobic Activated sludge Stabilization pond Process Digester Trickling filter Septic Tank Oxidation pond U A S B Reactor Aerated lagoon Anaerobic filter Oxidation ditch Rotating biological contactor
  • 16. 11/03/14 Waste water treatment 16 CONVENTIONAL AEROBIC TREATMENT Mainly BOD removal Aeration tank Bar scree n Grit chamber Primary Sedimentation . Tank Secondary Sedimentatio n. Tank Sludge treatment INFLUENT EFFLUEN T to SURFACE WATER Sludge digestion Thickeners AIR
  • 17. 11/03/14 Waste water treatment 17