Types
of Filters
Filters can be categorized in a variety of
ways. The table below shows the characteristics of four
types of filters which can be used in water treatment.
|
Slow
Sand Filter
|
Rapid
Sand Filter
|
Pressure
Filter
|
Diatomaceous
earth
filter
(Diatomite filter) |
Filtration rate
(GPM/ft2) |
0.015-0.15 |
2-3 |
2-3 |
1-2 |
| Pros |
Reliable.
Minimum
operation and maintenance requirements. Usually does not require
chemical pretreatment. |
Relatively small
and
compact. |
Lower installation
and
operation costs in small filtration plants. |
Small size.
Efficiency. Ease of operation. Relatively low cost.
Produces high clarity
water. Usually does not require chemical pretreatment. |
| Cons |
Large land area
required. Need to manually clean filters. |
Requires chemical
pretreatment. Doesn't remove pathogens as well as slow sand
filters. |
Less reliable than
gravity filters. Filter bed cannot be observed during operation. |
Sludge disposal
problems. High head loss. Potential decreased
reliability. High
maintenance and repair costs. |
| Filter Media |
Sand. |
Sand. Or sand
and
anthracite coal. Or sand and anthracite coal and garnet. |
Sand. Or sand
and
anthracite coal. Or sand and anthracite coal and garnet. |
Diatomaceous earth. |
| Gravity
or Pressure? |
Gravity. |
Gravity. |
Pressure. |
Pressure, gravity,
or
vacuum. |
| Filtration Mechanism |
Biological action,
straining, and adsorption. |
Primarily
adsorption. Also some straining. |
Primarily
adsorption. Also some straining. |
Primarily straining. |
| Cleaning Method |
Manually removing
the
top 2 inches of sand. |
Backwashing. |
Backwashing. |
Backwashing. |
| Common Applications |
Small groundwater
systems. |
Most commonly used
type
of filter for surface water treatment. |
Iron and manganese
removal in small groundwater systems. |
Beverage and food
industries and swimming pools. Smaller systems. |
We will discuss two types of filters below - the
slow sand filter and
the rapid sand filter. The pressure sand filter is essentially a
rapid sand filter placed inside a pressurized chamber while the
diatomaceous earth filter is not commonly used in treatment of drinking
water.
History
The history of water treatment dates back to approximately the
thirteenth century B.C. in Egypt. However, modern filtration
began
much later. John Gibb's slow sand filter, built in 1804 in
Scotland, was the
first filter used for treating potable water in large quantities.
Slow sand
filters spread rapidly, with the first one in the United States built
in Richmond, VA, in 1832. A set of slow sand filters adapted from
English designs was built in 1870 in Poughkeepsie, NY, and is still in
operation.
A few decades after the first slow sand filters were built in the
U.S., the first rapid sand filters were installed. The advent of
rapid
sand filtration is linked to the
discovery of coagulation. By adding certain chemicals
(coagulants) to
turbid water, the material in the water could be made to clump together
and
quickly settle out. Using coagulation, clear water for filtration
could
be produced from turbid, polluted streams.
By the end of the nineteenth century, there were ten times as many
rapid sand filters in service as the slow sand type. Currently,
slow
sand
filtration is only considered economical in unusual
cases.
The diatomaceous earth filter was developed by the
U.S. Army during WWII. They needed a filter that was easily
transportable, lightweight, and able to produce pure drinking
water. The diatomaceous earth filter is used in smaller systems,
but is not commonly part of water treatment plants.
Slow Sand Filter
The
slow sand filter is the oldest type of large-scale filter. In the
slow sand
filter, water passes first through about 36 inches of sand, then
through a layer of gravel, before entering the underdrain. The
sand removes particles from the water through adsorption and
straining.
Unlike other filters, slow sand filters also remove a great deal of
turbidity from water using biological action. A layer of dirt,
debris, and microorganisms builds up on the top of the sand. This
layer is known as schmutzdecke,
which is German for "dirty skin." The schmutzdecke breaks down
organic particles in the water biologically, and is also very effective
in straining out even very small inorganic particles from water.
Maintenance of a slow sand filter consists of raking the sand
periodically and cleaning the filter by removing the top two inches of
sand from the filter surface. After a few cleanings, new sand
must be added to replace the removed sand.
Cleaning the filter removes the schmutzdecke layer, without which the
filter does not produce potable water. After a cleaning the
filter must be operated for two weeks, with the filtered water sent to
waste, to allow the schmutzdecke layer to rebuild. As a result, a
treatment plant must have two slow sand filters for continuous
operation.
Slow sand filters are very reliable filters which do not usually
require coagulation/flocculation before filtration. However,
water passes through the slow sand filter very slowly, and the rate is
slowed yet
further by the
schmutzdecke layer. As a result, large land areas must be devoted
to filters when slow sand filters are part of a treatment plant.
Only a few slow sand filters are operating in the United States
although this type of filter is more widely used in Europe.
Number of slow sand filters operating in each state as of
1991.
(Sims)
Rapid Sand Filter
The rapid sand filter differs from the slow sand filter in a variety of
ways, the most important of which are the much greater filtration rate
and the ability to clean automatically using backwashing. The
mechanism of particle removal also differs in the two types of filters
- rapid sand filters do not use biological filtration and depend
primarily on adsorption and some straining.
Since rapid sand filters are the
primary
filtration type used in water treatment in the United States, we will
discuss this filter in more detail.

A diagram of a typical rapid sand
filter is shown above. The filter is contained within a filter
box, usually made of concrete. Inside the filter box are
layers of filter media (sand,
anthracite,
etc.) and gravel. Below the gravel, a network of pipes
makes up the underdrain which
collects the filtered water and evenly distributes the backwash
water. Backwash troughs
help distribute the influent water and are also used in backwashing
(which will be discussed in a later section.)
In addition to the
parts mentioned above, most rapid sand filters contain a controller, or filter control system, which
regulates flow rates of water through the filter. Other parts,
such as valves, a loss of head gauge, surface washers, and a backwash
pump, are used while cleaning the filter.
Operation of a rapid sand filter during filtration is similar to
operation of a slow sand filter. The influent flows down through
the sand and support gravel and is
captured by the underdrain.
However, the influent water in a rapid sand filter is already
relatively clear due to
coagulation/flocculation and sedimentation, so rapid sand filters
operate much more quickly than slow sand filters.