Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
(American Civil Engineers Pocket Book)
──────────┬────────┬───────┬─────────┬─────────┬───────────────────────
Tunnel │ │ │ Maximum │ Average │ Conditions and Cubic
│Maximum │ │ Air │ Air │ Feet of Free Air per
│Distance│ │Pressure,│Pressure,│ Minute
│ High │ │ Pounds │ Pounds │
│Water to│Minimum│ per │ per │
│Invert, │ Cover │ Square │ Square │
│ Feet │in Feet│ Inch │ Inch │
──────────┼────────┼───────┼─────────┼─────────┼───────────────────────
City and │ │ │ │ │In water bearing-sand.
South │ │ │ │ │ 1660 cubic feet per
London │ │ │ │ │ minute per face. When
│ │ │ │ │ grouted 1000 to 1300
│ │ │ │ │ cubic feet per minute
│ 34│ 42│ 15│ │ per face
──────────┼────────┼───────┼─────────┼─────────┼───────────────────────
Blackwall │ │ │ │ │10,000 cubic feet per
│ │ │ │ │ minute per face in
│ │ │ │ │ open ballast for some
│ 80│ 5│ 37│ 35│ time
──────────┼────────┼───────┼─────────┼─────────┼───────────────────────
Baker St. │ │ │ │ │In gravel, 3300 cubic
and │ │ │ │ │ feet of air per
Waterloo│ │ │ │ │ minute per face.
│ │ │ │ │ Parallel tunnel 1650
│ │ │ │ │ cubic feet per min.
│ 70│ 18│ 35│ 28│ per face
──────────┼────────┼───────┼─────────┼─────────┼───────────────────────
Greenwich │ │ │ │ │Average 83.5 per man
│ │ │ │ │ per minute. Never
│ 70│ 30│ 28│ 20│ less than 66.7
──────────┼────────┼───────┼─────────┼─────────┼───────────────────────
Battery, │ │ │ │ │In sand. Two working
East │ │ │ │ │ faces. Maximum 32,000
River. │ │ │ │ │
N. Y. │ 94│ 12│ 42│ 26│
──────────┼────────┼───────┼─────────┼─────────┼───────────────────────
East │ │ │ │ │Maximum for one face
River, │ │ │ │ │ 25,000 cubic feet per
N. Y., │ │ │ │ │ minute for 24 hours.
Penn. │ │ │ │ │ Capacity of plant for
R.R. │ │ │ │ │ 8 faces, 80,400 cubic
│ 93│ 8│ 42│ 27│ feet per minute
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Elsewhere in the archive
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account