dc.contributor.authorCheng, Nian-Sheng
dc.contributor.authorNguyen, Hoai Thanh
dc.date.accessioned2011-09-27T00:46:30Z
dc.date.available2011-09-27T00:46:30Z
dc.date.copyright2011en_US
dc.date.issued2011
dc.identifier.citationCheng, N. S., & Nguyen, H. T. (2011). Hydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flows, Journal of hydraulic engineering, 137(9), 995-1004.en_US
dc.identifier.issn0733-9429en_US
dc.identifier.urihttp://hdl.handle.net/10220/7110
dc.description.abstractThe resistance induced by simulated emergent vegetation in open-channel flows has been interpreted differently in the literature, largely attributable to inconsistent uses of velocity and length scales in the definition of friction factor or drag coefficient and Reynolds number. By drawing analogies between pipe flows and vegetated channel flows, this study proposes a new friction function with the Reynolds number that is redefined by using a vegetation-related hydraulic radius. The new relationship is useful for consolidating various experimental data across a wide range of vegetation density. The results clearly show a monotonic decrease of the drag coefficient with the new Reynolds number, which is qualitatively comparable to other drag coefficient relationships for nonvegetated flows. This study also proposes a procedure for correcting sidewall and bed effects in the evaluation of vegetation drag.en_US
dc.format.extent39 p.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesJournal of hydraulic engineeringen_US
dc.rights© 2011 ASCE. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of Hydraulic Engineering, American Society of Civil Engineers. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0000377].en_US
dc.subjectDRNTU::Engineering::Civil engineering::Water resources
dc.titleHydraulic radius for evaluating resistance induced by simulated emergent vegetation in open-channel flowsen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0000377
dc.description.versionAccepted versionen_US


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