Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
│ │ │ │ │ │ │ │ │
Burnside │Kentucky │Tennessee │3.7│37.3│ .019│ 9.2│ 300│ 0.5│ 16
│ │ │ │ │ │ │ │ │
Tennessee│Burnside │Elm │3.4│88.8│ .015│10.2│ 280.│ 0.5│ 17
Elm │Above │Chetwood │ │ │ │ │ │ │ 18
│ Chetwood│ │ │ │ │ │ │ │
Elm │Chetwood │Albemarle │4.6│ 5.1│ .020│ 5.3│ 480│ 1.5│ 19
│ │ │ │ │ │ │ │ │
Elm │Albemarle │Tennessee │4.3│15.8│ .012│ 6.1│ 410│ 1.1│ 20
│ │ │ │ │ │ │ │ │
Tennessee│Elm │Varennes │3.4│ 102│ .012│10.2│ 180│ 0.3│ 21
│ │ │ │ │ │ │ │ │
Varennes │S. │Georgia │4.4│ 7.7│ .012│ 5.2│ 270│ 0.9│ 22
│ Carolina│ │ │ │ │ │ │ │
Varennes │Georgia │Florida │4.2│14.5│ .010│ 5.7│ 300│ 0.9│ 23
│ │ │ │ │ │ │ │ │
Varennes │Florida │Kentucky │4.1│21.4│ .017│ 7.7│ 300│ 0.6│ 24
│ │ │ │ │ │ │ │ │
Varennes │Kentucky │Tennessee │4.0│27.8│ .015│ 7.8│ 300│ 0.6│ 25
Tennessee│Varennes │Boulevard │3.3│ 108│ .012│10.2│ 230│ 0.4│ 26
Tennessee│Boulevard │Outlet │ │ │ │ │ │ │ 27
│ │ │ │ │ │ │ │ │
│ │ │ │ │ │ │ │ │ 28
│ │ │ │ │ │ │ │ 29
│ │ │3.3│ 117│Areas No. 1–5 inclusive │ 30
│ │ │ │ │ │ │ │ │
─────────┴──────────┴──────────┴───┴────┴─────┴────┴───────┴─────┴──────
The time of concentration in minutes is assumed by judgment for the
first area. For all subsequent areas it is the sum of the time of
concentration for the area or areas tributary to the inlet next above
and the time of flow in the sewer from the inlet next above to the inlet
in question. For example, in line 2 the time 8.1 minutes is the sum of
7.0 minutes time of concentration to the inlet at the corner of State
and North Carolina St., and the time of flow of 1.1 minute in the sewer
on State St. from North Carolina St. to South Carolina St. Where two
sewers are converging as at the corner of Varennes Road and Tennessee
St. the longest time is taken. For example, the time of concentration
down Varennes Road to Tennessee St. is shown in line 25 as 11.4 + 0.6 =
12.0 minutes. The time to the same point down Tennessee St. is shown in
line 21 as 16.2 + 0.3 = 16.5 minutes. This time is therefore used in
line 26.
_R_, the rate of rainfall in inches per hour is determined by Talbot’s
formula.
Public-domain text, read in full here on John Shaqi.
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