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Flow retardance in vegetated channels
Quasi-theoretical analysis has been given for flow retardance in vegetated channels; based on this, logarithmic flow formula has been derived for flow in these channels; analysis has been illustrated with flow data obtained from channels in which natural vegetation was present and from laboratory flume having flexible artificial roughness elements fixed to bottom. (35410)
Flow retardance in vegetated channels
Quasi-theoretical analysis has been given for flow retardance in vegetated channels; based on this, logarithmic flow formula has been derived for flow in these channels; analysis has been illustrated with flow data obtained from channels in which natural vegetation was present and from laboratory flume having flexible artificial roughness elements fixed to bottom. (35410)
Flow retardance in vegetated channels
ASCE J Irrig Drain Div
Kouwen, N. (author) / Unny, T.E. (author) / Hill, H.M. (author)
1969
14 pages
Article (Journal)
English
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