Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/92344
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dc.contributor.authorChiew, Yee-Mengen
dc.contributor.authorCheng, Nian-Shengen
dc.date.accessioned2012-03-14T01:37:44Zen
dc.date.accessioned2019-12-06T18:21:42Z-
dc.date.available2012-03-14T01:37:44Zen
dc.date.available2019-12-06T18:21:42Z-
dc.date.copyright1998en
dc.date.issued1998en
dc.identifier.citationCheng, N. S., & Chiew, Y. M. (1998). Turbulent open-channel flow with upward seepage. Journal of Hydraulic Research, 36(3), 415-431.en
dc.identifier.issn0022-1686en
dc.identifier.urihttps://hdl.handle.net/10356/92344-
dc.description.abstractMeasurements of turbulent open-channel flow subjected to an upward bed seepage were performed in a laboratory flume using a two-dimensional Acoustic Doppler Velocimeter and a minipropeller. The experimental results show that the boundary seepage affects the time-mean streamwise velocity, the rms values of the velocity fluctuations, the Reynolds shear stress and the bed shear stress in open-channel flow. Along the seepage zone, the mean streamwise velocity increases much more in the surface layer than that in the near-bed region, whereas the turbulent intensities and Reynolds shear stress increase significantly in the near-bed region. The bed shear stress that was computed using the momentum integral equation shows a steady reduction with increasing upward seepage velocity.en
dc.format.extent17 p.en
dc.language.isoenen
dc.relation.ispartofseriesJournal of hydraulic researchen
dc.rights© 1998 IAHR. This is the author created version of a work that has been peer reviewed and accepted for publication in Journal of Hydraulic Research, published by Taylor & Francis on behalf of International Association for Hydro-Environment Engineering and Research.  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/10.1080/00221689809498627].en
dc.subjectDRNTU::Engineering::Civil engineering::Water resourcesen
dc.titleTurbulent open-channel flow with upward seepageen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1080/00221689809498627en
dc.description.versionAccepted versionen
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