Natural & Artificial Sewage TreatmentJones, Alfred Stowell
Science
Natural & Artificial Sewage Treatment
Jones, Alfred Stowell
Sewage
At this point it ought to be stated that in the Manchester experiments
(see page 61 of the report for the year ending 27th March, 1901) a
higher average capacity is maintained during the summer than during
the winter, which is no doubt due to the greater activity of the
micro-organisms during the warm weather of the year.
[Sidenote: Raking of beds not advantageous.]
The raking of the surface does not materially affect the capacity of
the bed, and it is better to scrape off the matters retained on the
surface than to rake them into the body of the bed.
[Sidenote: Renovation of filling material either partially or wholly.]
It will be clear from these observations that, no matter how carefully
the bed has been worked, sooner or later a time will come when the
decrease of capacity becomes so pronounced as to render it impossible
any longer to treat the daily flow of sewage with the available plant;
and when this point has been reached a renovation, either partially or
wholly, of the filling material becomes an inevitable necessity.
[Sidenote: Minimum capacity of beds to be provided for.]
To provide for this at the outset, and thus avoid the difficulties of
reduced capacity, it seems advisable to lay down, when designing the
works, a minimum capacity, which will just allow the daily volume of
sewage to be treated by the plant, and which when reached will
necessitate the cleansing of the bed.
The idea, formerly frequently expressed, that the filling material
when rationally worked need not be renewed or renovated, can no longer
be maintained and is outside the reach of practical possibilities.
[Sidenote: Underdrainage of intermittent contact beds.]
At this place a word or two about the under drainage of intermittent
contact beds may not be out of place. It is of the greatest importance
that all drains should work well, and that the entrance of the sewage
into them should not lead to disturbance in the filling material,
especially should the tearing of portions of the filling material into
the drain pipes be avoided.
By carefully arranging the position, number, size and fall of the
master drains and branch drains, it is possible to reduce the
resistance so as to allow of a fairly even flow of sewage through all
the drains, and to prevent a great rush of water through the drains
near the outlet end.
[Sidenote: The presence of lime is of no consequence.]
In passing it may not be out of place to point out that the view,
formerly expressed, that an admixture of lime in some form would prove
advantageous to the purification of sewage, is not supported by the
experience gained.
[Sidenote: Absorbing effect increases with the time of contact.]
(_d_) _Absorbing Powers of Filling Material._—The absorbing effect of
any filling material seems to increase with the time of contact.
[Sidenote: Absorbing powers increase until bed has become ripe.]
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