Boundary Shear Distribution in Straight Ducts and Open Channels
Publication: Journal of Hydraulic Engineering
Volume 130, Issue 9
Abstract
A semianalytical model was developed to predict boundary shear distribution in straight, noncircular ducts and open channels. The model was developed using a simplified streamwise vorticity equation, which involves only secondary Reynolds stress terms. These terms are representative of transverse turbulence anisotropy and nonhomogeneity. Transverse anisotropy is modeled using a universal function. Shear stresses are incorporated into the model by applying the momentum transfer model. An empirical model was employed to calculate the effect of the channel boundary on shear stresses. The final equation was applied to calculate boundary shear distribution in triangular ducts and trapezoidal open channels. The model predictions were well correlated with experimental data.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: Jan 21, 2003
Accepted: Feb 2, 2004
Published online: Aug 16, 2004
Published in print: Sep 2004
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