1853
DOI: 10.1016/0016-0032(53)91099-0
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On the drainage of towns

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“…This article does not aim to describe the successive solutions developed over a century, starting from the 1850s (e.g. Mulvany, 1851;Rawlinson, 1853;Latham, 1878;Adams, 1880;Bürkli-Ziegler, 1880;McMath, 1887;Kuichling, 1889;Sherman, 1932). It should simply highlight the principle that the flows to be evacuated, and thus the size of the pipes, are directly linked to rainfall events, more precisely to their average intensity over a certain period of time, and to urban catchment characteristics (area, degree of imperviousness, slope, time of concentration, etc.).…”
Section: The Age Of Conventional Urban Sewer Networkmentioning
confidence: 99%
“…This article does not aim to describe the successive solutions developed over a century, starting from the 1850s (e.g. Mulvany, 1851;Rawlinson, 1853;Latham, 1878;Adams, 1880;Bürkli-Ziegler, 1880;McMath, 1887;Kuichling, 1889;Sherman, 1932). It should simply highlight the principle that the flows to be evacuated, and thus the size of the pipes, are directly linked to rainfall events, more precisely to their average intensity over a certain period of time, and to urban catchment characteristics (area, degree of imperviousness, slope, time of concentration, etc.).…”
Section: The Age Of Conventional Urban Sewer Networkmentioning
confidence: 99%