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December 1993
Research Article|
December 01 1993
SEDIMENT TRANSPORT IN OPEN CHANNELS: ACKERS AND WHITE UPDATE. TECHNICAL NOTE. Available to Purchase
Publisher: Emerald Publishing
Online ISSN: 1753-7819
Print ISSN: 0965-0946
© Thomas Telford and ICE
1993
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1993) 101 (4): 247–249.
Citation
ACKERS P, WHITE W (1993), "SEDIMENT TRANSPORT IN OPEN CHANNELS: ACKERS AND WHITE UPDATE. TECHNICAL NOTE.". Proceedings of the Institution of Civil Engineers - Water Maritime and Energy, Vol. 101 No. 4 pp. 247–249, doi: https://doi.org/10.1680/iwtme.1993.25490
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Suggested Reading
DISCUSSION. TECHNICAL NOTE. A GENERAL FORMULA FOR UNIFORM FLOW IN SELF-FORMED ALLUVIAL CHANNELS.
Proceedings of the Institution of Civil Engineers (September,1973)
ADDITIONAL DISCUSSION. SEDIMENT TRANSPORT THEORIES: A REVIEW.
Proceedings of the Institution of Civil Engineers (December,1976)
ALIGNMENT CHARTS FOR THE DESIGN OF SEWERS AND OTHER OPEN CHANNELS.
Journal of the Institution of Civil Engineers (November,1942)
FLOW IN ALLUVIAL CHANNELS WITH SANDY MOBILE BEDS.
Proceedings of the Institution of Civil Engineers (February,1958)
ENGINEERING RESEARCH. COMMITTEE ON VELOCITY FORMULAE FOR OPEN CHANNELS AND PIPES. PANEL ON A BASIC FORMULA FOR FLOW IN PIPES AND CHANNELS. FIRST INTERIM REPORT: MARCH 1947.
Journal of the Institution of Civil Engineers (December,1948)
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