I now have all the content needed. Let me also get the rapid sand filter diagram (Fig. 6) and the slow sand filter advantages/disadvantages section and the comparison table.
I have all the key content. Let me now compile the comprehensive answer.
Water Filtration: Slow Sand Filter & Rapid Sand Filter
Source: Park's Textbook of Preventive and Social Medicine
FILTRATION - Overview
Filtration is the second stage in the purification of water supply (after storage). It removes 98-99% of bacteria in addition to suspended impurities. Two types of filters are used:
- Slow Sand (Biological) Filters
- Rapid Sand (Mechanical) Filters
PROCESS FLOWCHART: Water Purification
RAW WATER (Source)
│
▼
┌─────────────────┐
│ STORAGE │ (10-14 days; removes 90% bacteria, suspended matter settles)
│ (Reservoir) │
└────────┬────────┘
│
▼
┌─────────────────┐
│ FILTRATION │ ← You are here (Slow Sand OR Rapid Sand)
└────────┬────────┘
│
▼
┌─────────────────┐
│ DISINFECTION │ (Chlorination, Ozonation, UV)
└────────┬────────┘
│
▼
SAFE WATER
(Distribution)
PART 1: SLOW SAND (BIOLOGICAL) FILTERS
History
- First used in 1804 in Scotland, then London
- Spread globally through the 19th century
- Still accepted as the standard method of water purification
Elements of a Slow Sand Filter
Fig. 4 - Slow Sand Filter (Park's Textbook, p. 812)
Four essential elements:
- Supernatant (raw) water
- A bed of graded sand
- An under-drainage system
- A system of filter control valves
(1) Supernatant Water
- Depth: 1 to 1.5 metres above sand bed
- Two purposes:
- Provides constant head of water to overcome resistance of filter bed and promote downward flow
- Provides a waiting period of 3-12 hours (depending on filtration velocity) for partial purification by sedimentation, oxidation, and particle agglomeration
- Level of supernatant water is always kept constant
(2) Sand Bed
Fig. 5 - Section of Filter Bed (Park's Textbook, p. 812)
| Parameter | Value |
|---|
| Thickness of sand bed | ~1 metre |
| Effective diameter of sand grains | 0.2-0.3 mm (rounded, free from clay) |
| Supporting gravel layer | 30-40 cm deep |
| Surface area per cubic metre | ~15,000 sq. metres |
| Rate of filtration | 0.1-0.4 m³/hour/m² of sand surface |
Water percolates very slowly (process takes 2 hours or more) and is subjected to:
- Mechanical straining
- Sedimentation
- Adsorption
- Oxidation
- Bacterial action
The Vital Layer (Schmutzdecke / Zoogleal Layer / Biological Layer)
- When filter is newly laid, it acts only as a mechanical strainer - not truly biological
- Very soon, a slimy growth called "Schmutzdecke" (also called vital layer, zoogleal layer, or biological layer) forms on the sand surface
- Consists of: threadlike algae, plankton, diatoms, and bacteria
- Formation is called "ripening" of the filter - takes several days
- Functions of the vital layer:
- Removes organic matter
- Holds back bacteria
- Oxidizes ammoniacal nitrogen into nitrates
- Yields bacteria-free, good quality filtered water
- The vital layer is the "heart" of the slow sand filter
(3) Under-drainage System
- Consists of perforated pipes at the bottom
- Collects filtered water and conveys it to the clear well
(4) Filter Control
- Controls the rate of filtration
- Flow control valve regulates water output
- Venturi meter measures flow rate
Flowchart: Working of Slow Sand Filter
RAW WATER enters through inlet (A)
│
▼
SUPERNATANT WATER (1-1.5 m depth)
→ Sedimentation + partial purification (3-12 hrs)
│
▼
VITAL LAYER / SCHMUTZDECKE (top of sand)
→ Biological removal of bacteria, organic matter
│
▼
SAND BED (1 metre thick; grain size 0.2-0.3 mm)
→ Mechanical straining, adsorption, oxidation
│
▼
GRAVEL LAYERS (30-40 cm)
→ Supports sand, prevents fine grain entry into pipes
│
▼
UNDER-DRAINAGE (perforated pipes)
│
▼
FILTERED WATER → Weir and outlet chamber → Clear well
Cleaning the Slow Sand Filter
- When efficiency drops, the top layer of sand (2.5 cm) is scraped off along with the Schmutzdecke
- The scraped sand is washed, dried, and replaced
- After cleaning, the filter must "ripen" again (new Schmutzdecke forms) before it is fully effective
- A filter runs continuously for 20-30 days before cleaning is needed
Advantages of Slow Sand Filter
- Simple to construct and operate
- Cost of construction is cheaper than rapid sand filters
- Physical, chemical, and bacteriological quality of filtered water is very high
- Bacterial removal: total count reduced by 99.9 to 99.99%, E. coli by 99 to 99.9%
- Does not require chemical coagulants
- Suitable for smaller communities
Disadvantages of Slow Sand Filter
- Requires a large land area
- Rate of filtration is very slow (2-3 million gallons per acre per day)
- Requires preliminary storage of raw water
- Cleaning is labour-intensive (manual scraping)
- Cannot handle highly turbid raw water effectively
PART 2: RAPID SAND (MECHANICAL) FILTERS
History
- First installed in USA in 1885
- Gained considerable popularity especially in highly industrialized countries
- Two types: Gravity type (e.g., Paterson's filter) and Pressure type (e.g., Candy's filter)
Steps in Rapid Sand Filtration
The following 5 steps are involved (Fig. 6):
RAW WATER
│
▼
┌───────────────────────────────┐
│ STEP 1: COAGULATION │
│ Add alum (5-40 mg/L or more) │
│ Dose depends on turbidity, │
│ colour, temperature, pH │
└──────────────┬────────────────┘
│
▼
┌───────────────────────────────┐
│ STEP 2: RAPID MIXING │
│ Violent agitation in mixing │
│ chamber for a few minutes │
│ → thorough dissemination │
│ of alum in water │
└──────────────┬────────────────┘
│
▼
┌───────────────────────────────┐
│ STEP 3: FLOCCULATION │
│ Slow, gentle stirring in │
│ flocculation chamber ~30 min │
│ Mechanical flocculators: │
│ paddles rotate at 2-4 rpm │
│ → Thick white flocculent │
│ precipitate of Al(OH)₃ │
└──────────────┬────────────────┘
│
▼
┌───────────────────────────────┐
│ STEP 4: SEDIMENTATION │
│ Coagulated water → settling │
│ tanks for 2-6 hours │
│ ≥95% floc must settle out │
│ before entering rapid filter │
│ Sludge removed periodically │
└──────────────┬────────────────┘
│
▼
┌───────────────────────────────┐
│ STEP 5: RAPID SAND FILTRATION │
│ Partly clarified water passed │
│ through rapid sand filter bed │
└──────────────┬────────────────┘
│
▼
FILTERED WATER
│
▼
DISINFECTION
Filter Beds (Rapid Sand)
| Parameter | Value |
|---|
| Surface area per unit | 80-90 m² (approx. 900 sq. ft.) |
| Filtering medium | Sand |
| Effective size of sand | 0.4-0.7 mm |
| Depth of sand bed | ~1 metre (2½-3 feet) |
| Gravel layer below | 30-40 cm deep |
| Depth of water on top of sand | 1.0-1.5 m (5-6 feet) |
| Rate of filtration | 200 million gallons/acre/day (40-50x faster than slow sand) |
Filtration Process (Inside the Filter)
- The alum-floc not removed by sedimentation is held back on the sand bed
- It forms a slimy layer comparable to the zoogleal layer in slow sand filters
- This layer adsorbs bacteria and effects purification
- Oxidation of ammonia also takes place
- As filtration proceeds, suspended impurities and bacteria clog the filter
- When "loss of head" approaches 7-8 feet, filtration is stopped for washing
Backwashing
- Rapid sand filters require frequent washing - daily or weekly depending on loss of head
- Cleaning by reversing the flow of water through the sand bed = "backwashing"
- Backwashing dislodges impurities and cleans the sand bed
- Stopped when clear sand is visible and wash water is sufficiently clear
- The whole process takes about 15 minutes
- Some filters also use compressed air as part of backwashing
Advantages of Rapid Sand Filter over Slow Sand Filter
- Can deal with raw water directly - no preliminary storage needed
- Filter beds occupy less space
- Filtration is rapid - 40-50 times that of slow sand filter
- Washing (backwashing) is easy and quick
- More flexibility in operation
PART 3: COMPARISON TABLE (Table 3 from Park's)
| Feature | Rapid Sand Filter | Slow Sand Filter |
|---|
| 1. Space | Occupies very little space | Occupies large area |
| 2. Rate of filtration | 200 million gallons/acre/day (m.g.a.d.) | 2-3 m.g.a.d. |
| 3. Effective size of sand | 0.4-0.7 mm | 0.2-0.3 mm |
| 4. Preliminary storage | NOT needed | Required (10-14 days) |
| 5. Coagulant | Required (Alum) | NOT required |
| 6. Vital layer | No true vital layer (alum-floc layer) | Schmutzdecke (true biological layer) |
| 7. Cleaning | Backwashing (easy, ~15 min) | Scraping of sand (labour-intensive) |
| 8. Ripening | Not needed after each wash | Required after each scraping |
| 9. Bacterial removal | ~90-98% | 99.9-99.99% |
| 10. Cost of construction | More expensive | Cheaper |
| 11. Operation | Needs skilled supervision | Simple to operate |
| 12. Suitable for | Large cities / industrialized areas | Smaller communities |
QUICK MEMORY AID
SLOW SAND = "BIOLOGICAL"
✦ Speed: SLOW (0.1-0.4 m³/hr/m²)
✦ Sand: Fine (0.2-0.3 mm)
✦ Key feature: SCHMUTZDECKE (vital layer)
✦ No coagulant needed
✦ Cleaning: Manual scraping
✦ History: 1804, Scotland
✦ Best removal of bacteria
RAPID SAND = "MECHANICAL"
✦ Speed: FAST (200 mgad - 40-50x)
✦ Sand: Coarser (0.4-0.7 mm)
✦ Key steps: Coagulation → Mixing → Flocculation → Sedimentation → Filtration
✦ Alum REQUIRED
✦ Cleaning: Backwashing (15 min)
✦ History: 1885, USA
Source: Park's Textbook of Preventive and Social Medicine, Chapter on Environmental Health / Water Supply, pp. 811-815