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Pipe joints limit infiltration
City engineers in Muskegon, Mich, designed sanitary sewer trunk that would be placed in area having high water table; limiting infiltration was most important; this was accomplished through use of rubber O-ring joint gaskets, and good construction and inspection procedures; tests on completed line show infiltration to be between 14.5 and 55.7% of maximum allowable rate of 200 gal/in. of internal diameter per mile of pipe per day; much of this infiltration took place at precast manhole joints, which did not have rubber O-ring joint specified.
Pipe joints limit infiltration
City engineers in Muskegon, Mich, designed sanitary sewer trunk that would be placed in area having high water table; limiting infiltration was most important; this was accomplished through use of rubber O-ring joint gaskets, and good construction and inspection procedures; tests on completed line show infiltration to be between 14.5 and 55.7% of maximum allowable rate of 200 gal/in. of internal diameter per mile of pipe per day; much of this infiltration took place at precast manhole joints, which did not have rubber O-ring joint specified.
Pipe joints limit infiltration
Civ Eng (NY)
Clark, Jr., G.W. (Autor:in) / Leyrer, M.L. (Autor:in)
1967
2 pages
Aufsatz (Zeitschrift)
Englisch
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