Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
Automatic flush-tanks are constructed similar to a manhole, but special
care should be taken to make them water-tight. The apparatus for
providing the automatic discharge may operate either with or without
moving parts, the latter being preferable as they require less attention
and are not so liable to get out of order. An automatic flush-tank of
the Miller type is shown in Fig. 37. It is a patented device
manufactured by the Pacific Flush Tank Company. The small pipe at the
left is a service connection to the water main. Water is allowed to flow
continuously into the tank at such a rate as to fill it in the required
interval between discharges. The tanks are discharged as nearly once a
day as it is practicable to regulate them. The rate of flow into the
tank is determined by trial and varies to some extent with the water
pressure. The regulator shown in the figure is desirable as the
continuous flow through the ordinary cock soon wears it away. Some
waters will cause deposits to form in the small passages of the cocks or
regulators, thus cutting off the flow.
[Illustration:
FIG. 37.—Automatic Flush-Tank.
Pacific Flush Tank Co.
]
The tank operates as follows: when the water rising in the tank reaches
the bottom of the bell, air is trapped in the bell and prevented from
escaping through the main trap by the water at _A_. As the water
continues to rise in the tank the air in the bell is compressed, the
water level at _A_ is driven down and water trickles from the siphon at
_C_. The height of the water in the tank above the level of the water in
the bell is equal at all times to the height of _C_ above the lowering
position of _A_. When _A_ reaches the position of _B_ a small amount of
air is released through the short leg of the trap and a corresponding
volume of water enters the bell. The head of water above the bell then
becomes greater than the head of water in the short leg of the trap,
which results in the discharge of all of the air in the long leg of the
trap and the rapid discharge of the water in the tank through the
siphon. The discharge is continued until the siphonic action is broken
by the admission of air when the water level in the tank is lowered to
the bottom of the bell. The size of the siphons is fixed by the diameter
of the leg of the siphon. Table 23 shows the capacity and size of sewers
for which the different sizes of siphons are recommended by the
manufacturers.[37]
TABLE 23
SIZES OF SIPHONS TO BE USED WITH AUTOMATIC FLUSH-TANKS
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