Integral length scales in vegetated open channel flows

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dc.contributor.author Gualtieri, P.
dc.contributor.author De Felice, S.
dc.contributor.author Dell’Orfano, F.
dc.contributor.author Pulci Doria, G.
dc.date.accessioned 2014-08-27T08:34:16Z
dc.date.available 2014-08-27T08:34:16Z
dc.date.issued 2011
dc.description.abstract Paper presented at the 8th International Conference on Heat Transfer, Fluid Mechanics and Thermodynamics, Mauritius, 11-13 July, 2011. en_US
dc.description.abstract The problem of turbulent flow-canopies interaction has been extensively studied in literature. Interaction between flow and aquatic riparian vegetation is an extremely complex problem. Although many studies have attempted to explore it, flow through vegetation phenomenon has not yet been fully described quantitatively. At the beginning, effects of vegetation on turbulent air flow have been studied through wind tunnel and fields measurements. Afterwards researcher’s attention has been aimed at turbulent characteristics of a water flows developing in experimental flumes with vegetated bottom. Generally, turbulence characteristics whose changes were described were mean velocity, standards deviation, skewness, kurtosis. In their studies some researchers deepened the effect of vegetation on more specific characteristics of the turbulent flow as the integral length scales. The aim of the paper is to experimentally study the effects of vegetation density on the longitudinal integral length scales of a uniform turbulent flow above and inside sparse canopies. Water flume experiments were conducted in a channel 8m long and with a square section 0.40 × 0.40m2. The model of canopies consisted of sparse rigid cylinders of the same heights but set in three different aligned allocations (squares or rectangles), with three different densities. Two different measurement locations were considered, in any case in a reach of the channel where the uniform flow was attained. In order to measure instantaneous velocities an LDA system was used. Experiments were carried out by varying the flow rate and the slope of the channel. Starting from instantaneous velocity data collected, distributions of longitudinal integral length scales were determined and analyzed. Finally more correct methodologies in order to evaluate integral length scales and to normalize them were proposed. en_US
dc.description.librarian mp2014 en_US
dc.format.extent 8 pages en_US
dc.format.medium PDF en_US
dc.identifier.citation Gualtieri, P, De Felice, S, Dell’Orfano, F & Pulci Doria, G 2011, Integral length scales in vegetated open channel flows, Paper presented to the 8th International Conference on Heat Transfer, Fluid Mechanics and Thermodynamics, Mauritius, 11-13 July, 2011. en_US
dc.identifier.uri http://hdl.handle.net/2263/41801
dc.language.iso en en_US
dc.publisher International Conference on Heat Transfer, Fluid Mechanics and Thermodynamics en_US
dc.relation.ispartof HEFAT 2011 en_US
dc.rights University of Pretoria en_US
dc.subject Vegetated open channel en_US
dc.subject Experimental study en_US
dc.subject Turbulent flow-canopies interaction en_US
dc.subject Integral length scales en_US
dc.subject Effects of vegetation density en_US
dc.title Integral length scales in vegetated open channel flows en_US
dc.type Presentation en_US


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