For flow in open channels, rating curves are indicators by which readings of the flow depth are converted to discharge. Rating curves have unique relations when the flow is steady and uniform. For unsteady flows, produced by flood hydrographs, rating curves show characteristic loops, implying non-unique relations. In this paper, the passage of hydrographs is investigated, focusing on the basic hydraulic parameters, namely mean velocity, discharge and flow depth, and subsequently on other important parameters, such as friction velocity and friction coefficient. The sequence of arrival of their respective peaks is the subject of this investigation. A limited number of laboratory experiments using a simple channel geometry have been performed and are presented.
Article navigation
March 2004
Research Article|
March 01 2004
Flood hydrographs in open channels Available to Purchase
W. H. Graf;
W. H. Graf
Laboratoire de Recherches Hydrauliques
École Polytechnique Fédérale
Lausanne, Switzerland
Search for other works by this author on:
Z. Qu
Z. Qu
Laboratoire de Recherches Hydrauliques
École Polytechnique Fédérale
Lausanne, Switzerland
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
March 03 2003
Accepted:
November 20 2003
Online ISSN: 1751-7729
Print ISSN: 1741-7589
© 2004 Thomas Telford Ltd
2004
Proceedings of the Institution of Civil Engineers - Water Management (2004) 157 (1): 45–52.
Article history
Received:
March 03 2003
Accepted:
November 20 2003
Citation
Graf WH, Qu Z (2004), "Flood hydrographs in open channels". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 157 No. 1 pp. 45–52, doi: https://doi.org/10.1680/wama.2004.157.1.45
Download citation file:
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
