Comparison of Methods of Sewage PurificationPhillips, Theodore Clifford
Science
Comparison of Methods of Sewage Purification
Phillips, Theodore Clifford
Sewage -- Purification
Another good example of the septic tank method is the one in use at
Exeter, England.
This plant has been in operation since 1896. It was designed for 98000
gallons capacity. The sewage is allowed to remain in the tank nearly 24
hours. The tank is used in conjunction with five beds in which further
purification is used. The beds are filled with coke breeze and one is
always resting for a week at a time. The tank is made nearly air tight
by an arched roof and any gasses collecting may be burned at a vent.
The rate of working this tank is much slower than the process at
Champaign Illinois.
At Southwold England, there is another good illustration of this method.
This has been called an open septic tank and is used in conjunction with
two beds, an anaerobic, and an aerobic bed, the latter containing
polarite.
This plant is interesting from the fact that the effluent from the
anaerobic bed is distributed over the aerobic bed by means of a
revolving sprinkler which prevents the liquid from passing unequally
through the large grain, porous material. The action upon these beds is
continuous.
From a report of this system the analysis of gas found in three samples
are as follows:—
+---------------------------------------------------------------------+
¦ ¦ ¦ ¦ Carbon ¦Sulphuretted ¦
¦ ¦ Oxygen ¦ Nitrogen ¦ dioxide ¦ hydrogen ¦
+-------------+-------------+-------------+-------------+-------------¦
¦Septic tank ¦ 0.25%¦ 28.46%¦ 70.03%¦ 1.26%¦
¦Anaerobic bed¦ 7.26%¦ 39.10%¦ 52.37%¦ 0.91%¦
¦Aerobic bed ¦ 20.62%¦ 78.63%¦ 0.75%¦ 0.00%¦
+---------------------------------------------------------------------+
_Contact Bed_
The contact bed as distinguished from the bacteria bed may be said to be
made up of fine material, while the bacteria beds are built of coarse
material. The latter are used for taking out the rougher solids, and the
former for taking out the more finely divided material, and the organic
matter in solution. While this distinction is not commonly made it seems
to be growing into usage.
In the process of purification by means of contact beds the sewage is
applied intermittently by distributing pipes or troughs so as to slowly
fill the beds which are filled from a depth of from three to six feet
with any kind of hard, porous, jagged material. The change which takes
place is due to the action of certain bacteria in the presence of air.
Although this process is not a new one, the method by which the results
were obtained was not fully understood until the more recent discoveries
in the science of bacteriology were made.
The beds are made water tight to a depth of about four feet, the bottom
being channeled or tiled to drain the effluent either to a secondary bed
or into the effluent channel.
Public-domain text, read in full here on John Shaqi.
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