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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Loss of head in activated sludge aeration channels
Analysis of flow conditions that differ from those encountered in usual channel problems, because introduction of diffused air tends to retard velocity; extent to which flow is retarded when diffused compressed air is introduced into flowing mixture of sewage and activated sludge. (See also - n 3,5 and 9 (discussion) Mar 1934 p 429-35, May 1934 p 734-9 (author's closure) pt 1 Nov 1934 p 1352-3; Sewage Works J v 6 n 3 May 1934 p 629-30.
Loss of head in activated sludge aeration channels
Analysis of flow conditions that differ from those encountered in usual channel problems, because introduction of diffused air tends to retard velocity; extent to which flow is retarded when diffused compressed air is introduced into flowing mixture of sewage and activated sludge. (See also - n 3,5 and 9 (discussion) Mar 1934 p 429-35, May 1934 p 734-9 (author's closure) pt 1 Nov 1934 p 1352-3; Sewage Works J v 6 n 3 May 1934 p 629-30.
Loss of head in activated sludge aeration channels
Am Soc Civ Engrs -- Proc
Townsend, D.W. (Autor:in)
1934
9 pages
Aufsatz (Zeitschrift)
Englisch
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Loss of Head in Activated Sludge Aeration Channels
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