Rapid sand filtration is a technique common in developed countries for treating large quantities of drinking water. It is a relatively sophisticated process usually requiring power-operated pumps for backwashing or cleaning the filter bed, and flow control of the filter outlet. A continuously operating filter will usually require backwashing about every two days when raw water of relatively low turbidity is used.
1. W a t e r E n g i n e e r i n g D e s i g n
K u l v e n d r a P a t e l
2 K 1 9 / E N E / 0 5
Rapid Sand Filter
Delhi Technological University
2. Rapid sand filtration is a technique common in developed countries for treating large quantities of drinking
water. It is a relatively sophisticated process usually requiring power-operated pumps for backwashing or
cleaning the filter bed, and flow control of the filter outlet. A continuously operating filter will usually
require backwashing about every two days when raw water of relatively low turbidity is used. Pretreatment
of the raw water, using chemical flocculation agents in combination with setting tanks, is common where
turbidity is high. Relatively large quantities of filter backwash water, as well as sludge from the settling
process, may be generated and require some form of treatment before discharge to the environment.
Introduction
7. Essential Features
1. Enclosure Tank
Smaller in size, therefore can be placed under roof
Rectangular in shape and constructed of concrete or masonry
Depth – 2.5 to 3.5 m
Surface area – 20 to 50 𝑚2
L/B ratio – 1.25 to 1.35
Designed filtration rate – 3000 to 6000 L/sqm/hr
8. 2. Filter Media : Sand
Should be free from dirt, organic matter and other
suspended solids
It should be hard and resistant
Depth of Sand Media – 0.6 to 0.9 m
Effective size – 0.35 to 0.6 mm
Uniformity coefficient – 1.2 to 1.7
9. 3. Under Drainage System
To collect filtered water uniformly over the
area of gravel bed
It provides uniform distribution of back wash
water without disturbing or upsetting gravel
layer and filter media.
11. All valves are kept closed except A and B.
Valve A is opened to permit water from clarifier
Valve B is opened to carry filtered water to clear water sump
Head of 2m over sand bed is maintained
Designed filtration rate are 3000 to 6000 lit/sqm/hr
Filter run depends on quality of feed water
Filter run may range between less than a day to several days
Objective of backwash is to remove accumulated particles
on the surface and within the filter medium
Backwash is performed using wash water or air scouring
Working of Rapid Sand Filter
12. Backwashing
Log length of filter run since last backwash.
Close filter influent valve (V-1). Open drain valve (V-4).
Close filter effluent valve (V-5). Start surface wash system (Open V-2).
Slowly start backwash system (Open V3).
Observe filter during washing process.
When wash water from filter becomes clear (filter media is clean),
close surface wash system Valve (V-2). Slowly turn off backwash
system (close V-3).
Close drain valve (V-4). Log length of wash and the quantity of water
used to clean filter.
13. Treatment Efficiencies and Health Aspects
Performance
• 4’000 – 12’000 litres per hour per m2 of surface
(slow sand filter: 100 - 300 litres)
High rate, small land requirements
Health Aspects
• Typical treatment performance of rapid sand filters if freshwater has been pre-treated with coagulation-flocculation
• Rapid sand filtration provides safe drinking-water only in combination with pre- and post-treatment measures
14. Construction, Operation and Maintenence
• Supervision of a competent engineer and skilled workers
• Many technical installations required
• NOTE: Construction of pre- and post-treatment facilities equally require complex working steps, expensive
material and skilled workers.
Construction Material
• Pumps
• (Reinforced-) concrete
• Pipes
• Valves
• Sand, Gravel
• Tools
Construction
15. Operation and Maintenance
• Cleaning of the filter-bed (backwashing) every 24 – 72 hours
• Backwashing water and sludge often toxic Treatment required
• Skilled caretaker required
Arsenic sludge from backwashing
disposed untreated into Kumar
River in Bangladesh
Backwashing
•Water flow is reversed
•Filter-bed ‘fluidised’
•Particles get washed out
16. Advantages
Highly effective for removal of turbidity
(usually < 0.1-1 NTU)
High filter rate (4’000 – 12’000 litres per hour
per square metre of surface), small land
requirements
No limitations regarding initial turbidity levels
(if coagulant or flocculant is available and
correctly applied)
Cleaning time (backwashing) only takes several
minutes and filters can be put back into
operation instantly
Disadvantages
Not effective in removing bacteria, viruses, fluoride,
arsenic, salts, odour and organic matter (requires pre-
and post-treatment)
High capital and operational costs
Frequent cleaning (backwashing) required (every 24-
72h)
Skilled supervision essential (e.g. for flow control and
dosage of disinfectant)
High energy input required
Backwashing water and sludge needs treatment;
sewage system or stabilisation ponds required