Closure to “Urban Storm Sewer Design: Approach in Consideration of Sediments” by Jose J. Ota and Chandra Nalluri
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VIEW THE ORIGINAL ARTICLEAuthors: Jose J. Ota and Chandra NalluriAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 130, Issue 7
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References
Ab Ghani, A. (1993). “Sediment transport in sewers.” PhD thesis, Univ. of Newcastle upon Tyne, U.K.
May, R. W. P. (1993). “Sediment transport in pipes and sewers with deposited beds.” Rep. No. SR 320, HR Wallingford Ltd., Wallingford, U.K.
Mayerle, R. (1988). “Sediment transport in rigid boundary channels.” PhD thesis, Univ. of Newcastle upon Tyne, U.K.
Medeiros, P. A. (1993). “Experimental analysis of sediment transport capacity over fixed beds.” PhD thesis, Univ. Politecnica de Madrid, Spain (in Spanish).
Ota, J. J. (1999). “Effect of particle size and gradation on sediment transport in storm sewers.” PhD thesis, Univ. of Newcastle upon Tyne, U.K.
Ota, J. J., Nalluri, C., Dettmer, P. H. C., and Medeiros, P. A. (2003). “Sediment transport over fixed plane beds.” XV Brazilian Symp. of Water Resources, ABRH (Brazilian Society of Water Resources), Curitiba, Brazil (in Portuguese).
Pedroli, R. (1963). “Bed load transportation in channels with fixed and smooth inverts.” PhD thesis, Scuola Politecnica Federale, Zurigo, Switzerland (in Italian).
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Published In
Journal of Hydraulic Engineering
Volume 130 • Issue 7 • July 2004
Pages: 719 - 721
Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Published online: Jun 15, 2004
Published in print: Jul 2004
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Authors
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Jose J. Ota
Associate Professor, Federal Univ. of Parana, Lactec-Cehpar-Copel, Caixa Postal 1309, CEP 80011-970, Curitiba, Brazil.
Chandra Nalluri
Visiting Professor, Univ. of Kiel, D-24098 Kiel, Germany; formerly Reader at Univ. of Newcastle, Newcastle upon Tyne NE1 7RU, U.K.
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