SIMULATION OF WATER CIRCULATION IN RIVER HARBOURS USING THE ZERO- AND TWO-EQUATION TURBULENCE MODELS

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HAKIMZADEH H.

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Journal Paper

Paper Information

Journal: JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ) Year:2002 | Volume:27 | Issue:27 Page(s): 1-12

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Title

SIMULATION OF WATER CIRCULATION IN RIVER HARBOURS USING THE ZERO- AND TWO-EQUATION TURBULENCE MODELS

Author(s)

HAKIMZADEH H. | Issue Writer Certificate

Keywords

NUMERICAL MODELQ3

RIVER HARBOURQ3

FLOW SIMULATIONQ3

TURBULENCE MODELQ3

CLOSED BOUNDARY CONDITIONQ3

Abstract

Details of a NUMERICAL MODEL for simulation of the turbulent flow within a square RIVER HARBOUR are discussed. The turbulent flow has been modeled using the depth-integrated hydrodynamics Reynolds equations. The finite difference scheme has been used to discretize of the governing equations and they have been solved using the ADI method and Thomas algorithm. In the current study, we tried to apply the zero and two equation TURBULENCE MODELs (i.e. the mixing length and k-e) and the different CLOSED BOUNDARY CONDITIONs so that we can get the exact flow pattern within the harbour as far as possible.

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APA: Copy

HAKIMZADEH, H.. (2002). SIMULATION OF WATER CIRCULATION IN RIVER HARBOURS USING THE ZERO- AND TWO-EQUATION TURBULENCE MODELS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 27(27), 1-12. SID. https://sid.ir/paper/43865/en

Vancouver: Copy

HAKIMZADEH H.. SIMULATION OF WATER CIRCULATION IN RIVER HARBOURS USING THE ZERO- AND TWO-EQUATION TURBULENCE MODELS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2002;27(27):1-12. Available from: https://sid.ir/paper/43865/en

IEEE: Copy

H. HAKIMZADEH, “SIMULATION OF WATER CIRCULATION IN RIVER HARBOURS USING THE ZERO- AND TWO-EQUATION TURBULENCE MODELS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 27, no. 27, pp. 1–12, 2002, [Online]. Available: https://sid.ir/paper/43865/en

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