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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. (author)
1934
9 pages
Article (Journal)
English
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Loss of Head in Activated Sludge Aeration Channels
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