Right now I am looking at a study in Germany on sediment deposition in
sewers. For the study I need to find the German design criterion for
self-cleansing pipes. So far I have found information on the Critical
velocity and Critical Slope as function of the pipe diameter. What I
would like to know is if anybody has seen a criterion related to the
bed shear stress or if somebody can give me this the exact reference
for self-cleansing pipes in Germany.
Any help you could give would be greatly appreciated,
Yours Sincerely,
Ole Mark
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Ole Mark
Phone +45 45 179 100 / Direct: +45 45 179 373
Fax +45 45 179 200
E-mail: [log in to unmask] / Private: [log in to unmask]
Internet http://www.dhi.dk
M.Sc, Ph.D, Hydraulic Engineer
Water Utilities Department
Danish Hydraulic Institute
Agern Alle 5
DK 2970 Horsholm
Denmark
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