Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
The action of these pumps consists of alternately filling and emptying
the two chambers. They will continue operation without attention or
lubrication so long as the steam is turned on. In view of the simplicity
of their operation and make-up, their ability to handle liquids heavily
charged with solids, and their reasonable steam consumption these pumps
are widely used for pumping water in construction work. They have an
added advantage that no foundation or setting is required for them as
they can be hung by a chain from any available support.
These pumps are manufactured in sizes varying from 25 to 2500 gallons
per minute at a 25–foot head, and with a steam consumption of about 150
pounds per horse-power hour. They reduce about 4 per cent in capacity
for each 10 feet of additional lift. They will operate satisfactorily
between heads of 5 to 150 feet, with a suction lift not to exceed 15
feet. Lower suction lifts are desirable and the best operation is
obtained when the pump is partly submerged. The steam pressure should be
balanced against the total head. It varies from 50 to 75 pounds for
lifts up to 50 feet, and increases proportionally for higher lifts. The
dryer the steam the lower the necessary boiler pressure.
=141. Centrifugal and Reciprocating Pumps.=—The details of these pumps,
their adaptability to various conditions, and their capacities are given
in Chapter VII. The centrifugal is better adapted to trench pumping as
it is not so affected by water containing sand and grit, but for clear
water, high suction lifts and fairly permanent installations,
reciprocating pumps can be used with satisfaction.
=142. Well Points.=—In dewatering quicksand a method frequently attended
with success is to drive a number of well points into the sand and
connect them all to a single pump. Figure 100 shows a well point system
used on sewer work in Indiana. The well points are 3 feet apart and are
connected to a 2½-inch header which in turn is connected to six Nye
pumps, each with a capacity of 200 gallons per minute for a lift of 50
feet. The number and size of well points and pumps to use will depend on
conditions as met on the job. On a piece of work in Atlantic City[88]
the equipment consisted of two complete outfits each comprising one
hundred 1½ inch by 36–inch No. 60 well points, one hundred 6–foot
lengths of rubber hose, about 600 feet of suction main, one hundred
valved T connections, and a 7 × 8–inch Gould Triplex Pump with a
capacity of 200 gallons per minute, belted to a 7½ horse-power motor.
[Illustration:
FIG. 100.—Well Points Pumped by Nye Steam Vacuum Pump.
]
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