3.8 Article

Boundary shear distribution in straight ducts and open channels

Journal

JOURNAL OF HYDRAULIC ENGINEERING-ASCE
Volume 130, Issue 9, Pages 924-928

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)0733-9429(2004)130:9(924)

Keywords

shear stress; anisotropy; secondary flow; analytical techniques; trapezoidal channels; boundary shear; open channels

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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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