TECHNICAL PAPERS
Apr 1, 1990

Investigation of Turbulent Flow over Dunes

Publication: Journal of Hydraulic Engineering
Volume 116, Issue 4

Abstract

The turbulent‐flow field above dunes is predicted with equations describing the transport of the kinetic energy of turbulence (k) its rate of dissipation (ε), and algebraic relations derived from a second‐moment turbulence closure (Algebraic Stress Model). The resulting set of expressions jointly with the identified boundary conditions are solved with a computer code based on a finite‐difference solution that uses the PISO algorithm to handle the coupling between the continuity and momentum equations to obtain mean velocity and turbulent‐stress profiles in the flow field, turbulent kinetic energy, and pressure and shear stress distributions over the dune surface. Estimates of flow resistance are obtained by integrating the pressure and shear stress distributions acting on the dune surface. Predictions compared well with detailed data of experiments on turbulent open‐channel flow over dunes and with experimental data of total flow resistance.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 116Issue 4April 1990
Pages: 459 - 477

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Published online: Apr 1, 1990
Published in print: Apr 1990

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Authors

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Cesar Mendoza
Asst. Prof., Dept. of Civ. Engrg. and Engrg. Mech., 610 S. W. Mudd Building, Columbia Univ., New York, NY 10027
Hsieh Wen Shen, Members, ASCE
Prof., Hydr. and Coastal Engrg., Dept. of Civ. Engrg., 412 O'Brien Hall, Univ. of California, Berkeley, CA 94720

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