The filtration of public water-supplies: Third edition, revised and enlarged.Hazen, Allen
Science
The filtration of public water-supplies: Third edition, revised and enlarged.
Hazen, Allen
Filters and filtration; Water-supply
The amount of water which can be filtered between scrapings is directly
dependent upon the turbidity of the raw water. The greater the
turbidity, the more frequently will filters require to be scraped. In
the experiments of the Pittsburg Filtration Commission, with 4 feet of
sand of an effective size of about 0.30 millimeter, and with rates of
filtration of about three million gallons per acre daily, and with the
loss of head limited to 4 feet, sand filters were operated as follows:
For five periods the turbidities of the raw water ranged from 0.035 to
0.062, and averaged 0.051, and the corresponding periods ranged from
102 to 136, and averaged 113 million gallons per acre filtered between
scrapings. For ten periods the turbidities of the raw water ranged from
0.079 to 0.128, and averaged 0.102, and the periods averaged 78 million
gallons per acre between scrapings. For fifteen other periods the
turbidities of the raw water ranged from 0.134 to 0.269, and averaged
0.195, and the periods averaged 52 million gallons per acre between
scrapings. In two other periods the turbidities of the raw water
averaged 0.67, and the periods between scrapings averaged 16 million
gallons. In all cases the turbidity is taken as that of the water
applied to the filter. Usually this was the turbidity of the settled
water, but in some cases raw water was applied, and in these case the
turbidity of the raw water is taken. These results are approximately
represented by the formula
Period between scrapings, } = 12/(turbidity + 0.05).
million gallons per acre }
Except for very clear waters the amount of water passed between
scrapings is nearly inversely proportional to the turbidity. With twice
as great an amount of turbidity, filters will have to be cleaned twice
as often, the reserve area for cleaning will require to be twice as
great, and the cost of scraping filters and of washing and replacing
sand, which is the most important element in the cost of operation,
will be doubled.
With waters having turbidities of 0.20 upon this basis, the average
period will be about 51 million gallons per acre between scrapings.
This is about the average result obtained at the German works filtering
river waters, and there is no serious difficulty in operating filters
which require to be scraped with this frequency. With more turbid
waters the period is decreased. With an average turbidity of 0.50 the
average period is only 24 million gallons per acre between scrapings, a
condition which means very difficult operation and a very high cost of
cleaning. With much more turbid waters the difficulties are increased,
and if the duration of turbid water should be long-continued, the
operation of sand filters would clearly be impracticable, and the
expense, also, would be prohibitive.
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