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
To provide manholes or openings through the roof into the tank and into
the siphon chamber, round openings 2 feet in diameter should be cut in
the false roof while it is being laid, the distance between the pairs of
scantling at this point being made 2 feet. The manhole frames should
then be so placed that the flange or base of the frame will be imbedded
to a depth of 2 inches in the roof when completed. The manhole at the
entrance end of the tank should be located at one side of the entrance
pipe and over the valve on the sludge pipe. To provide the necessary
opening through the concrete roof below the manhole frame, an
eight-sided wooden form, as shown in Fig. 7, with an inner diameter of 2
feet and a height equal to 2½ inches less than the thickness of the
roof, is placed over the opening in the false roof. On this wooden form
the manhole frame is placed and the concrete laid around the form and
over the flanges of the manhole frame. Two of the ¾-inch iron rods
should be placed across the tank close to each side of the wooden form
after the first 2–inch layer of the concrete roof has been placed.
[Illustration: FIG. 7.—Form for Manhole Opening.]
When it is desired to carry the manhole some distance above the level of
the top of the roof to provide for a rather deep earth covering for the
tank, the eight-sided wooden form may be made deeper as desired, and
another larger, similar form built for the outside form of the necessary
concrete manhole well. The space between the two forms may then be
filled with concrete and the manhole frame set on the octagonal-shaped
wall thus formed.
In order to insure a more uniform flow of sewage through the tank and
thus reduce the velocity of flow in all portions to a minimum, baffle
boards of 2–inch planks should be placed across the tank near the inlet
pipe and near the outlet pipe, as shown in Fig. 5. These boards are set
in grooves formed in the concrete by nailing 1–inch by 3–inch strips to
the inside form when the tank wall is constructed. These baffles also
serve a useful purpose by reducing the disturbance of the scum as the
sewage enters the tank and by preventing the escape of scum from the
tank.
The boards should extend to a depth of one foot below the inlet and
outlet pipes, and should usually be placed 12 to 18 inches from the ends
of the tank. Where the effluent from the tank is to be collected in a
siphon chamber adjoining the tank, it is preferable to provide a weir or
wall between the tank and the siphon chamber. The top of this wall
should be one foot below the roof to allow the effluent to flow over
this wall from the tank into the siphon chamber. In this case no outlet
pipe from the tank is used, and the baffle boards should extend downward
12 inches below the level of the sewage in the tank. These baffle boards
should be carried up to a level with the top of the tank walls.
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