SEPARATE
AND PARTIALLY SYSTEM OF SEWAGE
1)
SEPARATE SYSTEM OF SEWAGE
2)
COMBINED
SYSTEM OF SEWAGE
3)
PARTIALLY COMINED OR PARTIALLY
SEPARATE SYSTEM
1 SEPARATE SYSTEM OF SEWERAGE
In this system two sets
of sewers are laid .The sanitary sewage is carried through sanitary sewers
while the storm sewage is carried through storm sewers. The sewage is carried
to the treatment plant and storm water is disposed of to the river.
Advantages:
1)
Size of the sewers are small
2)
Sewage load on treatment unit is less
3)
Rivers are not polluted
4)
Storm water can be discharged to rivers
without treatment.
Disadvantage
1)
Sewerage being small, difficulty in
cleaning them
2)
Frequent choking problem will be their
3)
System proves costly as it involves two
sets of sewers
4) The use of storm
sewer is only partial because in dry season the will be converted in to dumping
places and may get clogged.
2 COMBINED SYSTEM OF SEWAGE
When only one set of
sewers are used to carry both sanitary sewage and surface water. This system is
called combined system.
Sewage and storm water both are carried to the
treatment plant through combined sewers
Advantages:
1)
Size of the sewers being large, chocking
problems are less and easy to clean.
2)
It proves economical as 1 set of sewers
are laid.
3)
Because of dilution of sanitary sewage
with storm water nuisance potential is reduced
Disadvantages:
1)
Size of the sewers being large,
difficulty in handling and transportation.
2)
Load on treatment plant is unnecessarily
increased
3)
It is uneconomical if pumping is needed
because of large amount of combined flow.
4)
Unnecessarily storm water is polluted
3 PARTIALLY COMINED OR PARTIALLY SEPARATE SYSTEM
A portion of storm
water during rain is allowed to enter sanitary sewer to treatment plants while
the remaining storm water is carried through open drains to the point of
disposal.
Advantages:-
The sizes of sewers are
not very large as some portion of storm water is carried through open drains.
Combines the advantages
of both the previous systems. Silting problem is completely eliminated.
Disadvantages:-
1.
During dry weather, the velocity of flow
may be low.
2.
The storm water is unnecessary put load
on to the treatment plants to extend.
3.
Pumping
of storm water in unnecessary over-load on the
pumps.
.1Suitable conditions for separate sewerage
systems:-
A separate system would
be suitable for use under the following situations: Where rainfall is uneven.
Where sanitary sewage is to be pumped.
The drainage area is steep, allowing to runoff
quickly.
Sewers are to be
constructed in rocky strata. The large combined sewers would be more expensive.
2 Suitable conditions for combined
system:-
Rainfall in even throughout the year.
Both the sanitary sewage and the storm water have to
be pumped.
The area to be sewered
is heavily built up and space for laying two sets of pipes is not enough.
Effective or quicker flows have to be provided.
After studying the
advantages and disadvantages of both the systems, present day construction of
sewers is largely confined to the separate systems except in those cities where
combined system is already existing. In places where rainfall is confined to
one season of the year, like India and even in temperate regions, separate
system are most suitable.
Separate
system
The quantity of sewage to be treated is less,
because no treatment of storm water is done.
In the cities of more rainfall this system is more
suitable.
As two sets of sewer lines are to laid, this
system is cheaper because sewage is carried in
underground sewers and storm
In narrow streets, it is difficult to use this
system.
Less degree of sanitation is achieved in this
system, as storm water is disposed without any treatment.
Combined
system
As the treatments of both are done, the treatment is
costly.
In the cities of less rainfall this system is
suitable.
Overall construction cost is higher than separate
system.
It is more suitable in narrow streets.
High degree of sanitation is achieved in this
system.
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