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A platform for research: civil engineering, architecture and urbanism
Discussion of methods and practices used to determine minimum and maximum slopes of sanitary sewers which produce velocities necessary for self and equal cleansing; graphs are presented for hydraulic elements of circular sewers that possess equal self cleansing velocities at all depths.
Discussion of methods and practices used to determine minimum and maximum slopes of sanitary sewers which produce velocities necessary for self and equal cleansing; graphs are presented for hydraulic elements of circular sewers that possess equal self cleansing velocities at all depths.
Limiting velocities of flow in sewers
Pakistan Engr
Aziz, M.A. (author)
1966
6 pages
Article (Journal)
English
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