Sewer Construction

Cover Sewer Construction
Sewer Construction
Henry N Henry Neely Ogden
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II ^ / \ / \^/ \ \ -* N \ \ / i / i \ \ ^/ X*" \ /" x, \ \ \ DJ ^\ \ ^^ \ 1 \ 1 \ Y \ \ \ \ I \ * y / / \ / 450000 400000 350000 300000 250000 200000 150000 100000 50000 FIG. 34.
only on the average flow through the twenty-four hours, it would be too large at some times and altogether too small at others. To fulfil its purpose, the sewer must plainly be large enough to readily carry off the water, at that time of the day when the rate of flow is largest, even if it requires AMOUNT OF SEWAGE PER
... CAPITA 129 an area two or three times that necessary for the average flow.
To show actual examples of hourly and daily variation in the water-supply, the following diagrams are given: Fig. 33 shows the variation in the daily water-consumption of the city of Binghamton, N. Y. , the details being furnished to the author through the kindness of Mr. John Andersen, secretary of the Water Board. The average daily rate for Sunday Monday Tuesday Wednesday Thursday Friday Gallons per Capita perDay sl__|__i___J 1 1 1!


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