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contributor authorA. N. (Thanos) Papanicolaou
contributor authorMohamed Elhakeem
contributor authorBrian Wardman
date accessioned2017-05-08T21:50:56Z
date available2017-05-08T21:50:56Z
date copyrightJanuary 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000303.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64116
description abstractThe predictive capability of a two-dimensional (2D)-hydrodynamic model, the finite-element surface water modeling system (FESWMS), to describe adequately the flow characteristics around emergent bendway weir structures was evaluated. To examine FESWMS predictive capability, a sensitivity analysis was performed to identify the flow conditions and locations within the modeled reach, where FESWMS inputs for Manning’s
publisherAmerican Society of Civil Engineers
titleCalibration and Verification of a 2D Hydrodynamic Model for Simulating Flow around Emergent Bendway Weir Structures
typeJournal Paper
journal volume137
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000280
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 001
contenttypeFulltext


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