Research Article
Nov 1972
Diffusion Solutions to Flows with Upstream Control
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VIEW THE REPLYAuthors: Alex J. Sutherland and Alistair G. BarnettAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 98, Issue 11
Abstract
A diffusion solution to a simplified form of the St. Venant equations is used to predict the passage of a flood wave along the Clutha River in New Zealand. Hayami’s diffusion analogy is extended to nonprismatic moderately irregular channels with lateral inflows, thus allowing more realistic simulation of floods in natural channels. For waves produced by artificial controls the diffusion theory predicts constant travel times for a given part of any such wave. The extended solution was applied to two floods produced artificially by the operation of hydroelectric station. The first was used as a calibration flood to determine channel constants. These were then used to predict the stage-time curves for the second flood which had a different discharge-time relationship. Excellent agreement between predicted and measured travel times was obtained.
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Published In
Journal of the Hydraulics Division
Volume 98 • Issue 11 • November 1972
Pages: 1969 - 1982
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Nov 1972
Published online: Feb 3, 2021
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Alex J. Sutherland
Sr. Lect., Dept. Civ. Engrg., Univ. of Canterbury, New Zealand
Alistair G. Barnett
Res. Asst., International Courses in Hyd. Engrg., Delft, The Netherlands
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