Practical Methods of Sewage Disposal for Residences, Hotels and InstitutionsOgden, Henry N. (Henry Neely)
Science
Practical Methods of Sewage Disposal for Residences, Hotels and Institutions
Ogden, Henry N. (Henry Neely)
Sewage disposal
When the water rises in the tank above the lower edge of the bell, the
air which remained between the water in the siphon pipe and in the
bottom of the tank is confined, and, as the water rises, is gradually
compressed. The effect of this compression is to force down the water in
the long leg of the siphon and to hold down the level of the water
inside the bell lower than the level outside. When sufficient head of
water in the tank is secured, the water inside the pipe will be forced
down to the curved part of the pipe, and, the siphon being so designed,
the water level inside the bell will be just at the top of the same
pipe, but on the outside. Any slight additional height then allows the
contained and compressed air to escape around the bend in the pipe,
suddenly relieving the pressure and allowing the water to enter the pipe
from under the bell readily. Thus the siphon starts and continues to
flow until the water level falls so that the air is drawn in under the
bell. That stops the action of the siphon and the tank fills again.
These siphons are generally sold in two pieces, the cast iron bell and
the curved pipe being the factory product. At the plant they have to be
set in place, generally bedded in concrete and properly connected with
the outlet pipe. For a small installation a three-inch or four-inch
siphon is ample, and will cost, delivered, from $10 to $15, depending on
the freight.
[Illustration: FIG. 20.—Van Vranken Automatic Siphon.]
Fig. 22 shows two siphons with auxiliary air-pressure chambers installed
in the same chamber for the purpose of automatically diverting the flow
from one bed to another. This may be done more simply by installing two
ordinary siphons of the Miller or similar type. If one of these siphons
is filled half full when the tank is empty, that siphon will discharge
first because of the amount of water already present in the U-shaped
tube. During the filling of the tank previous to its discharge, the
other siphon will partially fill, so that when the tank begins to fill
for the second time the second siphon is half full and the first nearly
empty. In this way alternate action is secured and the discharge takes
place as often as the tanks fill.
[Illustration: FIG. 21.—Miller Automatic Siphon.]
[Illustration: FIG. 22.—Double Alternating Siphons of the Miller Type.]
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account