Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
From tests by W. W. Horner. Cubic feet per second
─────────┬───────────────────┬───────────────────
Slope in │ 0.42 │ 1.5
Per Ct. │ │
─────────┼────┬────┬────┬────┼────┬────┬────┬────
Depth of │ 0.0│ 2│ 4│ 6│ 0│ 2│ 4│ 6
Sump, │ │ │ │ │ │ │ │
Inches │ │ │ │ │ │ │ │
Capacity,│ │ │1.27│ │ │ │ │
old │ │ │ │ │ │ │ │
style │ │ │ │ │ │ │ │
Capacity,│ 0.1│ 0.5│ 1.5│ 2.5│0.08│ 0.4│ 1.1│ 2.1
new │ │ │ │ │ │ │ │
style │ │ │ │ │ │ │ │
─────────┴────┴────┴────┴────┴────┴────┴────┴────
─────────┬───────────────────┬───────────────────
Slope in │ 2.85 │ 4.5
Per Ct. │ │
─────────┼────┬────┬────┬────┼────┬────┬────┬────
Depth of │ 0│ 2│ 4│ 6│ 0│ 2│ 4│ 6
Sump, │ │ │ │ │ │ │ │
Inches │ │ │ │ │ │ │ │
Capacity,│0.03│0.25│0.78│1.49│ │ │ │
old │ │ │ │ │ │ │ │
style │ │ │ │ │ │ │ │
Capacity,│0.03│0.28│0.87│1.62│0.02│0.15│0.45│ 1.0
new │ │ │ │ │ │ │ │
style │ │ │ │ │ │ │ │
─────────┴────┴────┴────┴────┴────┴────┴────┴────
Gratings with horizontal bars will admit more water than gratings with
vertical bars, but they will also admit more rubbish such as sticks,
papers, leaves, etc., which serve to clog the sewers. Vertical barred
gratings and gratings in the bottom of the gutter clog more quickly than
other types. In the selection of the type of grating to be used a
decision must be made as to whether it is more desirable to clean the
sewer or catch-basin, or to flood the street as a result of clogged
inlets. Where catch-basins are used or the sewers are large, horizontal
bars are more satisfactory. The openings between bars should be small
enough to prevent the entrance of a horse’s hoof or objects of
sufficient size to clog the sewer. Four inches in the clear for vertical
openings and 6 inches for horizontal openings are reasonable sizes.
The location of the inlets at the intersection of the two curb lines at
a corner results in a lower first cost but on heavily traveled streets
this may result in a higher maintenance cost than for other locations
because of the concentration of traffic at street corners, hammering the
inlet casting out of shape or position. Vehicles making short turns will
tend to climb the curb and will intensify the wear upon the inlet. These
objections can be overcome by the use of two inlets at each corner, set
back far enough from the curb intersection to avoid interference with
the cross-walks. This also makes it possible to raise the cross-walks
without the use of gutters under them.
Public-domain text, read in full here on John Shaqi.
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