Air Pollution
Types of Air Pollutants:
Primary | ㅤ | ㅤ |
1 | SO₂ (Sulphur Dioxide) | • Most important • Industrial air pollution |
2 | CO (Carbon Monoxide) | • Note: CO₂ is not an air pollutant |
3 | Methane | ㅤ |
4 | CFCs (Chlorofluorocarbons) | • Man-made • Ozone depleting substances |
Secondary | ㅤ | ㅤ |
1 | Dust | • Measured by Grit index |
2 | Smoke | • Measured by Soiling index |
3 | Particulate matter | ㅤ |
Air Quality Index (AQI)
- Measures the air pollution level
- Carried out by CPCB (Centre for Pollution Control Board)
- Under the Ministry of Forest, Environment & Climate Change

Parameters Measured:
- Smoke
- Particulate matter:
- < 2.5 µm
- & 10 µm
- SO₂ (Sulphur Dioxide)
- NO₂ (Nitrogen Dioxide)
- CO (Carbon Monoxide)
- Ozone
- Ammonia
Most reliable
- Sulfur dioxide, smoke, and suspended particles
NOTE:
- Lead: Only metallic gas
- Not routinely measured
- CO2 not included
Air Comfort Parameters


Measuring Instrument | Parameter |
Thermometer | Temperature |
Psychrometer, Hygrometer Humidity ↑ → psycho avum | Humidity |
Anemometer Anime → air velocity | Air velocity/movement |
Kata thermometer Cheriya (low velocity) thanutha (cold air) kaattu (Kata) | Low air velocity Cooling power of air (Temperature and Humidity) |
Globe thermometer Radiation to globe pic | Radiant heat |

- Effective air temperature:
- Include all except Globe thermometer
- Represents the perceived warmth or coldness of the air.
- Corrected effective air temperature (CET):
- Include all
- Best measure for air comfort.
Greenhouse Gases

Impact
- Earth's temperature is rising due to greenhouse gases.
- These gases trap heat, causing global warming.
Important Greenhouse Gases
- Water vapor (most important)
- Carbon dioxide (CO₂)
- Methane (CH₄)
- Nitrous oxide (N₂O)
- Ground-level ozone (O₃)
Ozone Layer
- Stratospheric ozone: Protects against harmful UV radiation.
- Chlorofluorocarbons (CFCs):
- Deplete the stratosphere
Agreements to Control Greenhouse Gases
- Paris () gasgone () keto ()
1. Kyoto Protocol
- Initiative to control global warming
- Target: 90% reduction in greenhouse gas emissions
- Focus: Climate protection
2. Paris Agreement
- Global agreement to limit greenhouse gas emissions
- Aim: Keep global temperature rise <2°C
3. Glasgow Agreement (COP26, 2021)
- Continued efforts under UNFCCC
- Discussed progress on climate goals and net-zero targets
Instruments Visualized:
Kata thermometer:


- Low velocity wind speed & Cooling power of air
- Red bulb
- Cloth wrapped around the bulb (wet)
- Dry
Anemometer:


- Used to measure wind speed.



Water Quality
- Purest water in Nature
- Rain water
Requirement:
- Rural: 40 – 55 L/person/day
- Urban: 150 – 160 L/person/day
Water Quality Parameters:

- Physical:
- Color: < 15 true color units (TCU/ 5 Hazen unit)
- Temperature: Room temperature
- Odor: Absent
- Turbidity: <5 Nephelometric turbidity units (NTU)
- Biological
- Coliforms (E. coli)
- Should be completely absent.
- Most reliable evidence for fecal contamination
- Fecal streptococci
- Recent (Nearby) contamination
- Clostridium perfringens
- Remote (Distant) contamination
- Chemical:
- Chlorination
- Hardness
Definitions
- Safe and Wholesome Water
- Colorless, odorless, tasteless
- Free from pathogenic organisms
- Suitable for cooking and other domestic purposes
- Potable Water
- 0 coliforms / 100 ml of water
Important Information
- The most undesirable metal in water is lead
- Nitrates in drinking water indicate: Remote contamination(<45mg/L)
- Nitrites in drinking water indicate: Recent contamination(<3mg/L)
- If both are present, the amount should be <1 mg/L
Langelier Saturation Index (SI)
- Tank water → Lang
Depends on:
- Water temperature
- Total dissolved solids
- Alkalinity / pH
- Calcium hardness
Interpretation:
- - 0.3 to +0.3 → Stable (neither corrosive nor scale-forming)
- < - 0.3 → Corrosive
- > + 0.3 → Scale-forming
Safe Yield
- Quantity of water supply sufficient to serve 95% of the population expected at the end of the design period
- Design period: 10 to 50 years in the future
1. Step Well

- Banned
- Source of: Guinea worm disease
2. Sanitary Well

- Properly constructed
- Well-protected from contamination
Location Guidelines:
- Within 60 m, not more than 100 m (to avoid contamination during transport)
- At least 15 m (50 ft) away from sources of contamination (e.g., drains)
Public Health Classification of Water and Diseases

Water Purification on a Small Scale
Boiling
- Best method of purification
- Kills everything (bacteria, viruses, ova, spores)
- Limitations:
- High cost
- No residual activity → requires re-boiling after 4–6 hours
Chlorination
- Second best method
- Residual activity present
- no need for re-treatment
- Due to free chlorine
- Details:
- To kill poliovirus or cyclops
- higher chlorine dose needed
- Alters taste and smell
- Most commonly used form: Bleaching powder
- 100 g bleaching powder → 33 g chlorine
- 2.5 g bleaching powder → treats 1000 L water
- Kills: Only pathogenic forms (mainly E. coli)
- Does not kill:
- Ova
- Cyclops
- Spores
- Best activity at pH 7
Other Methods
- Ozone
- UV rays
Water Chlorination
Mechanism of Chlorination:

- Breakpoint chlorination
- Point at which the chlorine demand of water is met
pH | Predominant form of chlorine | Germicidal activity |
<7.0 | Cl₂ (chlorine gas) | Very high |
7.2–7.6 | HOCl (hypochlorous acid) ↑↑ | Maximum (most potent form) |
7.8 | HOCl ↓ + hypochlorite ion ↑ | Activity starts dropping |
≥8.0 | Mostly OCl⁻ | Markedly reduced |
- At breakpoint chlorination, there is formation of:
- Free radicals:
- Kills microorganisms.
- Hypochlorous acid >>
- Hypochlorite ions
- Residual chlorine compounds:
- Free residual chlorine compounds (FRC)
- Combined residual chlorine compounds (CRC)
- Free chlorine
- Responsible for residual activity
- keep the water disinfected.
- After breakpoint chlorination
- additional chlorine is added to the water in the form of free or residual chlorine
Water Disinfection: Chlorine Demand Estimation
Chlorine Demand:
- Measured by: Horrock's apparatus
- Determines amount of bleaching powder required to disinfect 455 L of water


Equipment
- 1 Black cup
- 6 White cups (same size, marked with increasing levels)
- Indicator: Starch iodide
Procedure
- Step 1: In the black cup,
- mix:
- Water to be disinfected
- Starch iodide indicator
- Step 2: Fill each white cup with increasing amounts of water
- Step 3: Add 2 drops of the solution from the black cup into each white cup
Observation
- Look for blue color change in the white cups
- The first white cup that turns blue = ‘n’ value
Interpretation
- Formula:
- (n × 2) grams of bleaching powder disinfects 455 L of water
Q. How many grams of bleaching powder is used to disinfect 3000L of water where the 3" cup is the first cup to show the color change in the apparatus?
A. 40 gms
B. 39 gms
C. 64 gms
D. 100 gms
B. 39 gms
C. 64 gms
D. 100 gms
ANS
39 gms
Level of Chlorination:
ㅤ | Cl⁻ level (ppm) |
Drinking water | > 0.5 ppm (After a contact period of 1 hour) |
Impending outbreaks | > 0.7 ppm of free Cl⁻ |
Swimming pools | > 1 ppm of free Cl⁻ |
Cyclops | 2 ppm |
Free or Residual Chlorine Estimation:



- Colour change identifies chlorine levels.
- Measures residual chlorine compounds.
- Combined chlorine & Free/Residual Chlorine.
- Tests:
- Chloroscope
- Orthotoluidine test:
- OT test
- Detects FRC & CRC together.
- Orthotoluidine-Arsenate test:
- OTA test
- Detects FRC & CRC separately.
Chlorination Ineffective In:
- Sporing organisms
- Protozoal cysts
- Helminths
- Ova
- Mollusca
- Cyclops
- Cercariae
- Hepatitis A
- Poliovirus
Hardness of Water
Types:

- Note: Carbonate/phosphate hardness is rare.
- Ca and Mg salts
- Temporary: Bicarbonates
- (not carbonate)
- Permanent: Sulphates/nitrates/Phosphate
Level of Hardness:
- 1 meq = 50 mg Ca(CO₃)
- (carbonate, not bicarbonate)
- MAX HARDNESS = 150 ppm/mg/L
Level | Category |
< 1 meq/L | Soft |
1 – 3 meq/L | Moderately hard (Drinking water) |
3 – 6 meq/L | Hard |
> 6 meq/L | Very hard |
- Softening of water is done when > 3
Treatment:
- Boiling
- Addition of lime
- Addition of sodium carbonate
- Permutit process/Ion exchange method:
- Most sophisticated
- Best method

Water Sample Collection Protocol
From Regularly Used Taps
- Let water flow for at least 2 minutes before collection
- Hold the bottle at its base with one hand
- Collect water from a gentle stream (avoid splashing)
- Do not collect from leaky taps
From Non-Regularly Used Taps
- Sterilize the tap before collection
- Use a blow lamp
- Or use cotton soaked in methylated spirit
Sand Filter, Light & Housing
Sand Filter

ㅤ | Rapid sand filter | Slow sand filter |
Space | Lesser space | Larger space |
Purity | 99 % | 99.99 % |
Chemical | Alum | No |
Sand size | 0.4 – 0.7 mm | 0.2 – 0.3 mm |
Pre-filtration | Sedimentation | No |
Rate | 3000 – 6000 L/hr/m² | 100 – 200 L/hr/m² |
Main filtration | Sand bed | Schmutzdecke (zoogleal) layer |
Cleaning | Frequent backwashing | Scraping |
Light
- Minimum amount of light required: > 100 lux
Parameter | Name | Units | Other units |
Brightness of point source | Luminous intensity | Candela ↳ Point source → candle | Candle power |
Flow of light | Luminous flux | Lumen ↳ Flow through lumen | – |
Amount of light reaching surface | Illumination illuminance | Lux ↳ Most important | Foot candle, Lumen/cm² |
Amount of light reemitted by surface | Brightness luminance | Lambert | Foot lambert, Candle/cm² |
Housing
Housing Criteria:
- Cattle: >25 metres away.
- Water source: <50 metres.
- Ventilation: Mixed type
- Exhaust
- Plenum
- Door area: > 1/5th of floor area
- Window area: > 1/5th of floor area
- Together: >2/5th of floor area
Overcrowding:

Based on:
- Gender based:
- 2 persons
- age > 9 years
- of opposite gender
- sharing same room
- (Except: Husband & wife).
- Space based:
- 1 person: < 70 ft³
- 2 persons: < 110 ft³
- ≥3 persons: 70 + (40 x n)
- n = extra persons
Assessment of Overcrowding – Person per Room Criterion
- M/c and easy method to assess the degree of overcrowding
- Definition:
- Number of persons per room =
- Total persons in household ÷ Total number of rooms
Rooms | Maximum Persons to avoid ov | To Prevent overcrowding |
1 | >2 | ㅤ |
2 | >3 | 4 |
3 | >5 | 6 |
4 | >7 | 8 |
5 | >10 | 11 |
>5 | Add 2 persons for each additional room | ㅤ |
Waste Disposal
Types of Waste:

- Solid:
- Garbage: Organic compostable waste (Kitchen waste)
- Rubbish: Non-compostable (Tissue, clothes, Rubber, plastic, paper, metal, glass tubes)
- Ash: Powdered waste
- Liquid:
- Sewage (Black water): Fecal matter
- Sullage (Grey water): Kitchen water
Solid Waste Disposal:
Dumping:
- Non-sanitary
Sanitary Landfills / Controlled Tipping
- Machines used
- Types:
- Trench Method
- Most commonly used.
- Buried in dug ground.
- End product is manure, used in farming.
- Costly.
- Area Method:
- Requires 1 acre/10,000/year
- Disadvantage: Requires supplemental earth from an outside source.
- Ramp Method:
- Used in less available areas
- Suited for moderately sloping terrain.

Burning
- Incineration:
- Burning at 1000°C
- Not preferred in India as manure is not generated.
- Inertization:
- Mixing of chemical waste with cement.
- Pulverization:
- Mutilation/shredding
- Done for metallic waste
Composting:
- Example:
- Bangalore method
- Layering method
- Municipal garbage is layered with night soil, dung, earth.
- Anaerobic hot fomentation process (Time consuming)
- Indore Method:
- Aerobic process

Manure Pits
- Solid waste → in rural areas.
- Two pits dug → back of the houses.
- Garbage, cattle dung, straw, and leaves are put in the pit daily and covered.
- Usually takes 6 months to convert to manure.
Burial Method
- In camping.
- A trench of 2-meter depth and 1.5-meter width dug.
- Get filled in at least one week
Sewage
- Sewage
- Liquid waste with excreta.
- (Sullage: Liquid waste without excreta).
- Composition
- 99.9% water
- 0.1% solid
Strength of Sewage
- Expressed in three terms:
- Biological oxygen demand (BOD)
- Amount of oxygen required for
- microbial metabolism at 20°C for 100gms of sewage in 5 days.
- Chemical oxygen demand (COD)
- Best estimated by potassium dichromate.
- Suspended solids
BOD | Sewage |
< 100 mg/L | Weak |
100 – 500 mg/L | Moderate |
> 500 mg/L | Strong |
Key Points
- Most important test for sewage:
- BOD
- Most practical test for organic load in presence of toxic substances:
- COD
- Most efficient for reducing organic matter:
- Aerobic process
- For highly concentrated sewage with plenty of solids:
- Anaerobic process
Sewage Disposal

Primary Treatment:
- Screening
- Grit chamber
- Primary sedimentation
Secondary Treatment:
- Effluent from primary sedimentation tank subjected to aerobic oxidation
- Aerobic digestion
- Main mechanism of STP.
- Most important step
- Addition of O₂ to kill coliforms.
- Done by:
- Activated sludge process
- Preferred
- Aeration tanks: Core component
- Retention period in aeration chamber: 6–8 hours
- Trickling filters
- Secondary method of sewage disposal.
- Percolating filter with fixed bed of rocks, gravel, coke, and slag.
- Depth: 1-2 meters.
- Diameter: 2-30 meters.
- Disadvantage: Occupies a very large space.


- Secondary sedimentation
- Sludge digestion:
- Anaerobic digestion.
- Effluent disposal.
Important
- Activated Sludge Process
- Preferred as it occupies less space
- Requires skill
- Suited for: Larger cities
- Efficiency:
- 1 acre of activated sludge plant = 10 acres of percolating filters
- Trickling Filter Process
- Cheaper
- Easier
- Does not require skill
- Preferred in: Small towns
Other Methods:
Method | Requirement |
Bore hole latrine | • 1 x 20 ft • 1 family/5 years |
Pit latrine | • 2 x 15 ft • 1 family/5 years |
Septic tank | • 200 L • 5 members/clean every 5 years |
Trench: Temporary burial method | • Shallow trench: 1 x 5 x 10 ft • Deep trench: 3 x 10 x 10 ft |
Waste area | • 10 x 50 ft |
Modern Sewage Treatment Plants

(See diagram for flow.)
- Screen
- Grit chamber
- Primary sedimentation tank
- Biological treatment
- Final sedimentation tank
- Sludge digester
- Methane gas
- Sludge drying beds
Other Methods of Sewage Disposal
Oxidation Ponds

- Used for: Purifying sewage in small communities
- Population range: 5000–20000
- Mechanism:
- Natural method using photosynthesis for sewage treatment
- Aerobic during day
- Anaerobic during night
- In deeper areas
- Localised anaerobic process
Septic Tank

- Process inside tank:
- Anaerobic digestion
- Process outside tank:
- Aerobic oxidation
- Used in: Smaller communities without access to a sewage treatment plant
- Capacity: Up to 500 gallons of sewage
- Retention time: 24 hours
- Separation:
- Solid sludge settles down
- Greasy material rises to top
- Cleaning:
- Done once every year
- Called sludging
- Sludge disposal:
- By trenching
Dry Weather Flow (DWF)
- Amount of sewage that flows through pipeline in a 24-hour period under normal (dry) conditions
Environment Sanitation Programs

- Kayakalp:
- Sanitation and cleanliness in public hospitals.
- Swachh Bharat:
- Cleanliness, sanitation, and solid waste management in the country.
- Nirmal Gram:
- Cleanliness and sanitation with a safe water supply in villages.