professor (env. engg.) department of civil engineering amu ... · department of civil engineering...
TRANSCRIPT
![Page 1: Professor (Env. Engg.) Department of Civil Engineering AMU ... · Department of Civil Engineering Former Director Computer Centre, University Engineer & Principal FCI AMU, Aligarh](https://reader036.vdocument.in/reader036/viewer/2022062414/5ec7beb62459da21c54f25ed/html5/thumbnails/1.jpg)
Dr. Anwar Khursheed
Professor (Env. Engg.)
Department of Civil Engineering
AMU, Aligarh
Importance of Waste Management
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Sea Water
97%
Fresh
Water
3%
Snow and
Ice
77.8%
Surface
Water
0.6%
Ground
Water
21.6%Rivers
&Lakes
57%
Soil
Moisture
33%Atmosphere
7%
Biological
3%
Over 1 billion people are without clean water. Approximately 2.3 billion people (41% of the world population) facing water shortages.
Available water (% of fresh
water):
Ground water = 0.648 %
River water = 0.000124%
& lakes
India has 18%
Population of the
world &
only 4% fresh
water resources
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3
Water use in India
1 billion = 1000 million= 1000x10 lakh = 100 Crores
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REMEDIES
Water conservation is insufficient to cope with
increasing demand.
Traditional fresh water resources such as
lakes,
rivers, and
groundwater
are either diminishing or becoming saline.
Preserve natural resources to sustain future
generations.
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Unsuitable for Drinking,
Recreation, Agriculture,
Industry.
Effects of Pollutants
Diminishes aesthetic
quality.
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Destroy aquatic life/ Reduce reproductive abilities.
Eventually affect human health / All living beings.
Effects of Pollutants
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Sources of Pollutants
Uses Water Pollution
Agriculture Pesticides, Fertilizers, Salts
Municipal Sewage
Power Plant Elevated Temperature
Industry Chemical, Heavy metals, Organic Pollutants.
Major Water Users are Major Pollution Contributors
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Quality of Domestic Wastewater
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9
15438
10852
2033
38000
7600
5400
0
5000
10000
15000
20000
25000
30000
35000
40000
Wastewater gen (mld) BOD Generation (t/d) BOD Discharge (t/d)
Figure 5 : Comparision of pollution load generation from domestic and industrial sources
Industrial
Domestic
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At present Total wastewater generation: 38354 MLD
Treatment capacity : 11786 MLD (30.7%)
Treatment Gap: 26568 MLD
only 60% of industrial waste water is treated.
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11
Decadal Growth of Sewage Generation and
Treatment in Delhi (MLD)
257 371 446792
19802330
1570
893
469
15172
1220
0
500
1000
1500
2000
2500
3000
3500
4000
4500
1961 1971 1981 1991 2001 2009
Gap in Treatment
Total Treatment
Generation in 2016 : 3800 MLD
Treatment capacity: 2603 MLD
Gap: 1197 MLD
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Municipal Solid Waste in India
Calculated current Urban population is 407 million, which generate around 16.3 million tons of
MSW
India produces 48.0 million tons of municipal solid waste annually at present.
Per capita generation of waste varies from 200 gm to 600 gm per capita / day. Average generation
rate at 0.4 kg per capita per day in 9391 plus towns.
Collection efficiency ranges between 50% to 90% of the solid waste generated, and there is hardly
any effort of its treatment.
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Order of Significance of Water Quality
Parameters
1. Pathogens
Disease Producing
2. Organics
Putrification of Environment
3. Suspended Solids
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Death From Water Borne Diseases Each Year
Disease No. of Infected
Person
No. of Deaths
Diarrhea 2 billion 4 million
Amoebiasis 500million NA
Typhoid 1 million 25,000
Cholera 21000 10,000
Worldwide – 250 million cases, 10 million deaths
Pathogens
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Microorganism Concentration in Raw Sewage &
Infectious Doses
Organisms Concentration
(Number/100ml)
Total Coliforms 107 - 1010
Clostridium perfringens 103 - 105
Enterococci 104 - 105
Fecal Coliforms 104 - 109
Fecal Streptococci 104 - 106
Shigella 1.0 - 103
Salmonella 102 - 104
Helminth ova 10 -103
Enteric virus 102 - 104
Giardia lamblia cysts 10 - 104
Entamoeba histolytica cysts 1.0 - 10.0
Cryptosporidium parvum
oocysts
10.0 - 103
Organism Infectious Dose
Escherichia coli
(enteropathogenic)
106 - 1010
Clostridium perfringens 1.0 - 1010
Salmonella typhi 104 - 107
Vibrio cholerae 103 - 107
Shigella flexneri 2A 180
Entamoeba histolytica 20
Shigella dysentariae 1 10
Giardia lamblia 10
Viruses 1.0 - 10
Ascaris lumbricoides 1.0 - 10
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Water Quality Parameters
(Impurities in Water )
Physical
Temp, Taste, Odor, Color, Turbidity, Solids
ChemicalInorganic, Organic
BiologicalBacteria, Viruses, Protozoa, Helminthes
Pathogenic, Non-pathogenic
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High TDS
CountryIrrigated Land Damaged by Salt
(million Ha)
India
China
Pakistan
USA
Uzbekistan
Iran
Turkmenistan
Egypt
Subtotal
World Estimate
7.0 (15%)
6.7
4.2
4.2
2.4
1.7
1.0
0.9
28.1 (60%)
47.7
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Major Constituents of Wastewater
Large Floating Matter
Medium – Fine Floating Matter
Oils & Grease
Grit
Suspended Solids (TSS)
Organic Matter (BOD/COD)
Pathogens
Products of Treatment – Sludges & Gases
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Suspended Solids – can cause sludge deposits,
flooding and anaerobic conditions in the environment
Flooding – River bed elevation
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BOD Cause Dissolved Oxygen Depletion
Waste With Biodegradable Organics
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The eutrophication of the Potomac River is evident from the
bright green water, caused by a dense bloom of cyanobacteria
Eutrophication promotes excessive
plant growth and decay,
•algae and plankton,
•causes reduction in water quality.
Nitrogen & mainly Phosphorus is a
necessary nutrient for plant growth.
•When algae die they sink to the
bottom.
•Decomposed algal nutrients converted
into inorganic.
•The decomposition of algae uses DO
and
•deprives the deeper waters of oxygen
which can kill fish and other organisms.
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Draft notification on Disposal of Sewage , Nov 2015
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Sewage Treatment Scheme
Pump
Floating matter
& Grit Removal
Suspended Solid
RemovalBOD Removal
Secondary
Solids Removal
Pathogens
Removal
Organic
Suspended Solid
Digestion
Drying of
Digested Sludge
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OBJECTIVES
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FINAL GOAL
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MUNICIPAL WASTEWATER TREATMENT PLANT
Primary
Clarifiers
Aeration
TanksSecondary
Clarifiers
Sludge
Thickeners
Return Sludge
Pumping Facility
Anaerobic
Digestors
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O2
Aerobic
Bacteria
CO2+H2O+New CellsOrganic
PollutantsCOD/BOD
AEROBIC PROCESS
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Constructed Wetlands
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Flow chart of AMU pilot plant for SWINGS project
Under Prof. Nadeem Khalil
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ANAEROBIC PROCESS
Organic
PollutantsCOD/BOD
Anaerobic
Bacteria
O2
CH4+CO2+New Cells
Bio gas
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UPFLOW ANAEROBIC SLUDGE BLANKET REACTOR
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Daily Maintenance
Solid waste - Causing pipe choking and capacity reduction
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Staff Deployment & Training
Average Capacity utilization was 41%
0
5
10
15
20
25
30
35
40
0 20 40 60 80 100 120
Nu
mb
er o
f S
taff
(m
an
)
Capacity (MLD)
(n=18, Average Capacity=48MLD)
Technical Non Technical22
8
All plants have untrained staff
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So first call is to make legislative initiative to make society to Pay for Water
at its real price.
Shift our focus from Wastewater Treatment Industry to Water Production
Industry.
It shall be mandatory for State to buy the water on quality regulation.
TheWater market shall be monitored by a three layer Regulator
first –Monitoring by the state.
Second - Public Monitoring
Third is creation of Ombudsman i.e. JAL LOKPAL.
The most important is……
Real research in application which suits to Indian condition.
&
Whichever technology is used it shall be properly operated
& maintained.
Conclusions
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Contacts
Anwar KhursheedB.Sc. Engg (AMU), M.Sc. Engg (AMU), PhD (IIT, Roorkee), MISTE
Professor of Environmental Engg.
Department of Civil Engineering
Former Director Computer Centre, University Engineer &
Principal FCI
AMU, Aligarh - 202002, India.
Tel: 09319077764 (M)
AMU EPABX: 0571 2700916 x1962 (O)
E-mail: [email protected], [email protected]
SEWERAGE NETWORK