Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
=24. Character of District.=—The various sections of a city are
classified as commercial, industrial, or residential. The residential
districts can be subdivided into sparsely populated, moderately
populated, crowded, wealthy, poor, etc. Commercial districts may be
either retail stores, office buildings, or wholesale houses. Industrial
districts may be either large factories, foundries, etc., or they may be
made up of small industries housed in loft buildings.
In cities of less than 30,000 population the refinement of such
subdivisions is generally unnecessary in the study of sewage flow, all
districts being considered the same. The data given in Tables 8 and 9
indicate the difference to be found in different districts of large
cities. The Milwaukee data are presented in a form available for
estimates on different bases. These data are shown in Table 10.
TABLE 7
RATES OF WATER CONSUMPTION
From Journals of American and New England Water Works Associations
───────────────────────────────────┬───────────┬───────────┬───────────
City │Population │ Per Cent │Consumption,
│ in │ Metered │ Gal. per
│ Thousands │ │Capita per
│ │ │ Day
───────────────────────────────────┼───────────┼───────────┼───────────
Tacoma, Wash. │ 100 │ 11.6│ 460
Buffalo, N. Y. │ 450 │ 4.9│ 310
Cheyenne, Wyo. │ 13 │ │ 270
Erie, Pa. │ 72 │ 3.0│ 198
Philadelphia, Pa. │ 1611 │ 4.6│ 180
St. Catherines, Ont. │ 17 │ 3.2│ 160
Port Arthur, Ont. │ 18 │ 14.7│ 145
Ogdensburg, N. Y. │ 18 │ 0.2│ 140
Los Angeles, Cal. │ 516 │ 77.9│ 140
Wilmington, Del. │ 92 │ 43.7│ 125
Lancaster Pa. │ 60 │ 34.6│ 120
Richmond, Va. │ 120 │ 75.2│ 115
St. Louis, Mo. │ 730 │ 6.7│ 110
Springfield, Mass. │ 100 │ 94.4│ 110
Keokuk, Ia. │ 14 │ 64.5│ 105
Jefferson City, Mo. │ 13.5│ 34.4│ 100
Muncie, Ind. │ 30 │ 23.8│ 95
Burlington, Ia. │ 24 │ 4.5│ 90
Council Bluffs, Ia. │ 32 │ 75.5│ 80
San Diego, Cal. │ 85 │ 100 │ 80
Monroe, Wis. │ 3 │ 100 │ 80
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