Testing of Sewers
The sewers after
being laid and jointed are tested for watertight
joints and also for correct
straight alignment as described below
1. Test for Leakage
(Sewer Testing)
2. Test for Straightness of Alignment and Obstruction (Sewer Testing)
Types of Sewer Tests
1. Sewer Testing
for Leakage (Water
Test)
The sewer
testing is ensure no leakage through the joints after giving sufficient
time to these joints to set in. For
this purpose sewer pipe sections are tested from manhole to manhole under a
test pressure of 1.5m of water head
i.e. depth of water in the manhole is maintained at about 1.5m. The lower end of the sewer is first
of all plugged.
The water is then filled in the manhole at the upper
end and is allowed to flow through the sewer line. The sewer line is watched by moving along the trench and the
joints which leak or sweat are repaired. The leakage
pipe if any will also be replaced.
2. Sewer Testing
for Straightness of Alignment and Obstruction
The straightness of the sewer pipe can be tested by
placing a mirror at one end of the sewer line and a lamp at the other end. If the pipe line is straight, the full
circle of light will be observed. However, if the pipe line is non-straight, this would be apparent and the
mirror will also indicate any obstruction in the pipe barrel.
Any obstruction present in the pipe can also be tested
by inserting at the upper end of the sewer a smooth inserting at the upper end of the sewer a smooth ball of
diameter 13mm less than internal diameter of the sewer pipe. In the absence
of any obstruction, such as yarn or mortar
projecting through the joints etc. the ball
shall roll down the invert of the sewer pipe and emerge at the lower end.
Steps in Laying of Sewer Pipe / Sewage
Pipes
The laying of
sewage pipe consists of the following steps.
1. Locate the positions
of the manhole on the
ground along the longitudinal section
of the sewer line.
It is common practice to lay
sewer line between two
manholes at a time.
2. The center
line pegs of the sewer are driven at a distance of every
7.5 m or 15m.
3. The center line of the sewer line should be properly
maintained by providing an off-set line usually marked at a distance of 2m to 3m. The off-setline helps in
locating the sewer center line when excavation is carried
out to laying of sewer pipe.
4. The trench
is excavated between two manholes and the bedding
layer of concrete is provided
for soft soil while in case of rocky
or hard soil, no bedding. The sewers are laid down
between two manholes.
5. After completing the laying of
sewer pipe between two manholes. Further excavations are carried out for
laying of sewer pipe between the next consecutive manholes. The process is
continued form the outfall end of
the sewer towards the starting end till the entire sewers is laid out.
6. The refilling of trenches
is started after the sewer line is properly
laid in position,
aligned, jointed and test
for leakage and alignment.
Purpose of Sewage Treatment
The sewage is treated
before its final disposal because
of the following reasons:
1.
To kill the
pathogenic bacteria present in the sewage which may result in water born
diseases like cholera, typhoid,
dysentery etc.
2.
To avoid unhygienic condition in the area because of highly
fouled sewage.
3.
To protect
aquatic life from harmful effects of sewage directly discharged into the water
body (river or sea).
4.
The stagnant
sewage may percolate into the soil and pollute the ground water reservoir which
may lead to epidemics.
5. Treatment makes the possibility of reuse of valuable fresh water for agriculture purposes.
6.
The treated
sewage may be used for reclamation of land.
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