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contributor authorCesar Mendoza
contributor authorHsieh Wen Shen
date accessioned2017-05-08T20:40:52Z
date available2017-05-08T20:40:52Z
date copyrightApril 1990
date issued1990
identifier other%28asce%290733-9429%281990%29116%3A4%28459%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23319
description abstractThe 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.
publisherAmerican Society of Civil Engineers
titleInvestigation of Turbulent Flow over Dunes
typeJournal Paper
journal volume116
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1990)116:4(459)
treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 004
contenttypeFulltext


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