10.3 Systems for the Treatment of Sewage 265
duced and this may sometimes be collected and used
as a source of energy. Figure 10.17 shows the various
processes to which sludge may be subjected and some
anaerobic sludge digester designs.
10.3.2.2 The Septic Tank
Septic tanks are small scale sewage systems not con-
nected to main sewage systems. About 26% use this
system in North America. Both in North America and
in Europe, they are limited to the rural areas. In many
parts of the developing world, however, they are the
main method of disposing of domestic sewage
(Fig. 10.18).
A septic tank generally consists of a tank of between
1,000 and 1,500 gal (4,000–5,500 l) which is con-
nected to an inlet wastewater pipe at one end and to a
septic drain field or soak away or soakage pit at the
other. These pipe connections are generally made via T
pipes which allow liquid entry and outflow without
disturbing any crust on the surface; i.e., direct current
between the inlet and outlet is prevented using baffles
and pipe tees.
In the US, the size of the septic tank to be con-
structed depends on the local authority approving the
construction of the residence. Ultimately, it is based on
the number of persons expected to use the building. In
practice, some authorities base it on the expected flow
of wastewater per day, while others base it on the num-
ber of rooms Table 10.1 shows tank sizes and the
number of persons they should serve.
AEROBIC
Sun
V
V
V
V
V V
V
V
New cells
CO 2 , NH 3 , PO 4 , H 2 O, H 2 S
Bacteria
Algae
O 2
New cells
FACULTATIVE
SETTLEABLE SOLIDS
Bacteria
CH 4 , NH 3 , CO 2 , H 2 S ANAEROBIC
O 2
l
l
ll
l
l
ll
(Winds) (Turbines)
Soluble
components
Raw or partially
treated sewage
Sunlight
Natural
Aeration
Mechanical
Aeration
Fig. 10.16 Scheme depicting the microbiological activity in an oxidation pond (From Okafor 2007. With permission)