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Water Purification
Water purification is the process of removing physical, chemical, and biological impurities from water to make it safe, wholesome, and aesthetically acceptable for drinking and other uses.
It is considered under two broad headings:
- Large-scale (municipal/community) purification
- Small-scale (household/individual) purification
Source: Park's Textbook of Preventive and Social Medicine
Sources of Water (and Treatment Needed)
| Source | Characteristics | Treatment Required |
|---|
| Ground water (wells, springs) | Generally clean, clear | Disinfection only |
| Surface water (rivers, lakes) | Turbid, polluted | Full treatment (storage + filtration + disinfection) |
| Sea water | Saline | Desalination (reverse osmosis) |
Part 1: Large-Scale Purification of Water
A typical water purification system comprises three main steps:
I. Storage
Water is drawn from the source and impounded in natural or artificial reservoirs. Storage provides a reserve of water from which further pollution is excluded. During storage, natural purification occurs in three ways:
(a) Physical:
- About 90% of suspended impurities settle by gravity within 24 hours (plain sedimentation)
- Water becomes clearer, allowing light penetration
- Reduces the load on filters
(b) Chemical:
- Aerobic bacteria oxidize organic matter using dissolved oxygen
- Free ammonia content decreases; nitrates rise
(c) Biological:
- A tremendous drop in bacterial count occurs - total bacterial count of river water drops by up to 90% in the first 5-7 days
- Pathogenic organisms gradually die out
Optimum storage period for river water: 10-14 days. Longer storage risks development of algal growth (imparting bad smell and colour).
II. Filtration
Filtration is the second stage and removes 98-99% of bacteria along with other impurities. Two types of filters are used:
A. Slow Sand Filter (Biological / Schmutzdecke Filter)
First used in 1804 in Scotland - considered the standard method of water purification.
Elements of a Slow Sand Filter:
| Layer | Depth |
|---|
| Supernatant (raw) water | 1.0 - 1.5 m |
| Sand bed | 1.2 m (sand grain size: 0.2-0.3 mm) |
| Gravel support | 0.30 m |
| Filter bottom (under-drainage) | 0.16 m |
Key feature - the Vital Layer (Schmutzdecke):
- A slimy, gelatinous biological layer that forms on the surface of the sand bed
- Consists of threadlike algae, plankton, diatoms, and bacteria
- Called "the heart of the slow sand filter"
- Functions: removes organic matter, holds back bacteria, oxidizes ammoniacal nitrogen to nitrates
- Takes several days to fully form ("ripening" of the filter) - the first filtrate is run to waste
Purification mechanisms in the sand bed: mechanical straining, sedimentation, adsorption, oxidation, and biological action
Rate of filtration: 0.4 m³/hour per m² of sand bed surface (very slow)
Cleaning: By scraping the top layer of the sand bed
B. Rapid Sand Filter (Mechanical Filter)
Preceded by chemical coagulation and sedimentation (required because the filter cannot handle highly turbid raw water directly).
Chemical coagulation - added before rapid filtration:
- Alum (aluminium sulphate) is commonly added to raw water
- Forms a gelatinous floc (Al(OH)₃) that traps colloidal and suspended particles
- The floc settles in a sedimentation tank before water enters the rapid filter
Sand grain size: 0.4-0.7 mm (coarser than slow filter)
Rate of filtration: 200 m.g.a.d. (40-50 times faster than slow sand filter)
Cleaning: By backwashing - reversing the flow of water through the sand bed to dislodge impurities; takes about 15 minutes; frequency: daily or weekly
Comparison: Slow Sand vs. Rapid Sand Filter
| Feature | Rapid Sand Filter | Slow Sand Filter |
|---|
| Space | Occupies very little space | Occupies large area |
| Rate of filtration | 200 m.g.a.d | 2-3 m.g.a.d |
| Sand size | 0.4-0.7 mm | 0.2-0.3 mm |
| Preliminary treatment | Chemical coagulation + sedimentation | Plain sedimentation |
| Washing method | Backwashing | Scraping of sand |
| Skill required | Highly skilled | Less skilled |
| Bacteria removal | 98-99% | 99.9-99.99% |
| Colour removal | Good | Fair |
III. Disinfection (Chlorination)
Requirements for a good water disinfectant:
- Must destroy pathogens within the contact time available
- Must not leave toxic reaction products
- Must be available readily at reasonable cost
- Must leave a residual concentration to protect against re-contamination
- Must be easily detectable by simple tests
In water works practice, "disinfection" is synonymous with "chlorination".
Chlorination
Chlorination is described as "one of the greatest advances in water purification." It is a supplement, not a substitute to sand filtration.
Actions of chlorine:
- Kills pathogenic bacteria
- No effect on spores and certain viruses (e.g., polio, viral hepatitis) except in high doses
- Oxidizes iron, manganese, hydrogen sulphide
- Destroys some taste and odour-producing substances
- Controls algae and slime organisms
- Aids coagulation
Chemistry of chlorination:
H₂O + Cl₂ → HCl + HOCl (hypochlorous acid)
HOCl → H⁺ + OCl⁻ (hypochlorite ions)
- Germicidal action is mainly due to hypochlorous acid (HOCl)
- HOCl is 70-80 times more effective than hypochlorite ions (OCl⁻)
- Chlorine acts best at pH around 7 (predominance of HOCl)
- At pH > 8.5, chlorine becomes unreliable (90% HOCl ionizes to OCl⁻)
Principles of proper chlorination (3 rules):
- Water must be clear and free from turbidity (turbidity impedes chlorination)
- The "chlorine demand" of water must be estimated - the amount of chlorine needed to destroy bacteria and oxidize all organic matter and ammonia. The point at which this demand is met = "break-point" - beyond this, free residual chlorine appears
- Adequate contact period must be allowed; free residual chlorine of 0.5 mg/litre must remain after 1 hour contact to confirm effective disinfection
Forms of chlorine used:
- Gaseous chlorine (in large waterworks)
- Bleaching powder (CaOCl₂) - contains ~33% available chlorine when fresh; unstable on exposure to air/light
- Chlorine solution (5% solution from bleaching powder)
- High Test Hypochlorite (HTH/perchloron) - contains 60-70% available chlorine; more stable
- Chlorine tablets (e.g., halazone) - 0.5 g tablet sufficient for 20 litres of water
Other disinfectants:
- Ozone - powerful oxidizing agent; no residual effect
- UV irradiation - effective but no residual action; used in point-of-use systems
- Iodine - for emergency use only; 2 drops of 2% iodine in 1 litre of clear water; contact time 20-30 minutes; not suitable for municipal supplies
Advanced Membrane Processes
Used for industrial, pharmaceutical, or brackish/sea water treatment:
| Process | Pore Size | Operating Pressure | Removes |
|---|
| Microfiltration | 0.01-12 μm | 1-2 bar | Colloidal and suspended material (>0.05 μm) |
| Ultrafiltration | 0.002-0.03 μm | <5 bar | Organics >800 daltons |
| Nanofiltration | 0.001-0.01 μm | ~5 bar | Divalent ions (Ca²⁺, Mg²⁺), higher MW organics |
| Reverse Osmosis | <0.002 μm | 15-50 bar | Monovalent ions; used for desalination of brackish and sea water |
Part 2: Small-Scale (Household) Purification
(a) Boiling
- Most reliable household method
- Water must be brought to a "rolling boil" for 10-20 minutes
- Kills all bacteria, spores, cysts, and ova - yields sterilized water
- Also removes temporary hardness (drives off CO₂, precipitates CaCO₃)
- Disadvantage: no residual protection against subsequent contamination
- Water should be boiled preferably in the same container used for storage
(b) Chemical Disinfection (Small Scale)
| Agent | Dose | Notes |
|---|
| Bleaching powder | Per Appendix formula | Ensure free residual Cl 0.5 mg/L after 1 hr |
| Chlorine tablets (halazone) | 1 tablet (0.5 g) per 20 litres | Cost-effective |
| Iodine (2% ethanol solution) | 2 drops per litre of clear water | Contact time 20-30 min; not for prolonged use (thyroid effects) |
Disinfection of wells:
- Calculate the chlorine demand of the well
- Add bleaching powder in calculated dose
- Agitate by moving bucket vigorously
- Allow 1 hour contact period
- Test for free residual chlorine (≥0.5 mg/litre) using orthotolidine arsenite test
- During cholera epidemics, wells are disinfected daily
Double Pot Method (NEERI, Nagpur):
- A device using two nested pots filled with a mixture of bleaching powder + coarse sand
- Lowered into the well at least 1 m below water level
- Provides continuous, constant-dose chlorination for 2-3 weeks in household wells
(c) Filtration (Small Scale)
- Candle filters (Berkefeld, Chamberland type) - household ceramic filters
- Domestic sand filters
WHO Water Quality Standards (Guidelines for Drinking Water Quality, 2011)
| Parameter | WHO Guideline |
|---|
| Turbidity | <4 NTU (ideally 0) |
| Colour | ≤15 TCU |
| Odour | Unobjectionable |
| Coliforms (bacteriological) | Zero E. coli per 100 mL |
| Free residual chlorine | 0.5 mg/litre after 1 hour contact |
WHO quality aspects assessed:
- Acceptability (physical) - turbidity, colour, taste, odour
- Microbiological - bacteria, viruses
- Chemical - heavy metals, nitrates, fluoride
- Radiological - radioactive substances
Summary Flow Chart: Municipal Water Purification
Raw Water (River/Surface)
↓
STORAGE (10-14 days)
[Physical, chemical, biological self-purification; 90% bacteria killed]
↓
COAGULATION + SEDIMENTATION
[Alum added → floc forms → suspended particles settle]
↓
FILTRATION
[Slow sand filter (biological layer) OR Rapid sand filter (backwashing)]
[98-99.99% bacteria removed]
↓
DISINFECTION (CHLORINATION)
[Free residual Cl: 0.5 mg/L after 1 hr contact]
↓
DISTRIBUTION
[Safe, potable drinking water]
Source: Park's Textbook of Preventive and Social Medicine