Research Article
Jan 1952
Turbulent Transfer Mechanism and Suspended Sediment in Closed Channels
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 117, Issue 1
Abstract
Tests on a rectangular channel, 10.5 in. by 3 in. in cross section, transporting water mixed with different proportions of sand, are described in this paper. In terms of mean sedimentation diameters, two sizes of sand were used–0.10 mm and 0.16 mm. The experimental data were used to study (a) the effects of the presence of sand in suspension on the characteristics of the flow, and (b) the momentum transfer coefficient and the concentration transfer coefficient at the profile through the center line of the channel, assuming a two-dimensional flow.
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Published In
Transactions of the American Society of Civil Engineers
Volume 117 • Issue 1 • January 1952
Pages: 409 - 434
Copyright
© 1952 American Society of Civil Engineers.
History
Published in print: Jan 1952
Published online: Feb 10, 2021
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Authors
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Hassan M. Ismail, AM.ASCE
Civ, Engr., Ministry of Public Works, Cairo, Egypt.
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