Flow resistance of emergent vegetation
|Title:||Flow resistance of emergent vegetation||Authors:||James, C. S.
Birkhead, A. L.
Jordanova, A. A.
O'Sullivan, J. J.
|Permanent link:||http://hdl.handle.net/10197/4099||Date:||2004||Online since:||2013-02-13T16:29:40Z||Abstract:||Conventional resistance equations (such as those of Manning, Chézy and Darcy-Weisbach) are inappropriate for flow through emergent vegetation, where resistance is exerted primarily by stem drag throughout the flow depth rather than by shear stress at the bed. An alternative equation form is suggested, in which the resistance coefficient is related to measurable vegetation characteristics and can incorporate bed roughness when this is significant. Equation performance is confirmed by comparison of predicted and measured stage-discharge relationships for flow through artificial cylindrical stems, and by comparison of calibrated and measured drag coefficient values for natural vegetation.||Type of material:||Journal Article||Publisher:||Taylor and Francis||Journal:||Journal of Hydraulic Research||Volume:||42||Issue:||4||Start page:||390||End page:||398||Copyright (published version):||2004, International Association of Hydraulic Engineering and Research||Keywords:||Flow resistance; Vegetation; Stem drag; Resistance coefficient||DOI:||10.1080/00221686.2004.9641206||Language:||en||Status of Item:||Peer reviewed|
|Appears in Collections:||Civil Engineering Research Collection|
Show full item record
Page view(s) 50103
This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. For other possible restrictions on use please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.