Minimum energy as the general form of critical flow and maximum flow efficiency and for explaining variations in river channel pattern-Reference-Cited by-同舟云学术

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Minimum energy as the general form of critical flow and maximum flow efficiency and for explaining variations in river channel pattern

Published:2004-04 Issue:4 Volume:40 Page:
ISSN:0043-1397
Container-title:Water Resources Research
language:en
Short-container-title:Water Resour. Res.

Author:

Huang He Qing¹,Chang Howard H.²,Nanson Gerald C.³

Affiliation:

1. School of Geography and the Environment; University of Oxford; Oxford UK

2. Department of Civil and Environmental Engineering; San Diego State University; San Diego California USA

3. School of Geosciences; University of Wollongong; Wollongong, New South Wales Australia

Publisher

American Geophysical Union (AGU)

Subject

Water Science and Technology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1029/2003WR002539/fullpdf

Reference103 articles.

1. Step-pool streams: Adjustment to maximum flow resistance;Abrahams;Water Resour. Res.,1995

2. Ackers , P. F. G. Charlton 1970 The geometry of small meandering channels Proc. Inst. Civil Eng. Suppl., London 12

3. Ackers , P. F. G. Charlton 1971 The slope and resistance of small meandering channels Proc. Inst. Civil Eng. 15

4. How do gravel bed rivers braid?;Ashmore;Can. J. Earth Sci.,1991

5. Bagnold , R. A. 1966 An approach to the sediment transport problem from general physics U.S. Geol. Surv. Prof. Pap. 422 I

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