Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66310
DC FieldValue
dc.titleThree-dimensional numerical simulation for an open channel flow with a constriction
dc.contributor.authorShankar, N.J.
dc.contributor.authorChan, E.S.
dc.contributor.authorZhang, Q.Y.
dc.date.accessioned2014-06-17T08:26:39Z
dc.date.available2014-06-17T08:26:39Z
dc.date.issued2001
dc.identifier.citationShankar, N.J., Chan, E.S., Zhang, Q.Y. (2001). Three-dimensional numerical simulation for an open channel flow with a constriction. Journal of Hydraulic Research 39 (2) : 187-198. ScholarBank@NUS Repository.
dc.identifier.issn00221686
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66310
dc.description.abstractFlow characteristics in an open channel with a constriction are investigated numerically by using a three-dimensional multi-level hydrodynamic model. In this model, the two-step Euler predictor-corrector algorithm is introduced to predict and correct free surface water level. The momentum equations in horizontal directions are discretized in an explicit scheme for the component velocities u and v, and the continuity equation is discretized for the velocity w in an implicit scheme in uniform and non-uniform grid systems. The model has been tested against analytical solutions for two standard cases and used to study sudden contraction and expansion open channel flow. The numerical results are in good agreement with analytical and experimental data. Simulated flow patterns for the sudden contraction and expansion flow show reasonable flow characteristics downstream of an opening.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.contributor.departmentTROPICAL MARINE SCIENCE INSTITUTE
dc.description.sourcetitleJournal of Hydraulic Research
dc.description.volume39
dc.description.issue2
dc.description.page187-198
dc.identifier.isiutNOT_IN_WOS
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