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You are here : eLibrary : IAHR World Congress Proceedings : 35th IAHR Congress - Chengdu (2013) : THEME 4 - HYDRO-ENVIRONMENT : Modified Log-Wake Law for Smooth Rectangular Open Channel Flow
Modified Log-Wake Law for Smooth Rectangular Open Channel Flow
Author : Junke Guo
Smooth rectangular open channel flow is a benchmark for studying river hydraulics and sediment transport. Such a flow is more complicated than the classic boundary layer flow at least in two ways: (i) the maximum velocity occurs below the water surface, which is called the velocity-dip phenomenon; and (ii) the velocity distribution is affected not only by the channel bottom but also by the side-walls and the free surface. This fundamental flow is approximated herein by three hypotheses: (i) the velocity-dip position shifts exponentially from the water surface to half flow depth as the width-depth ratio decreases from infinity to zero; (ii) the conventional wake-law for the centreline velocity distribution results from boundary shear stresses including the bottom, side-walls and water surface in terms of secondary currents; and (iii) the cross-sectional velocity distribution is described by Guo and Julien?s modified log-wake law. These hypotheses are well-supported by flume data.
File Size : 297,882 bytes
File Type : Adobe Acrobat Document
Chapter : IAHR World Congress Proceedings
Category : 35th IAHR Congress - Chengdu (2013)
Article : THEME 4 - HYDRO-ENVIRONMENT
Date Published : 18/07/2016
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