Calibration and verification of a 2D hydrodynamic model for simulating flow around emergent bendway weir structures

Journal of Hydraulic Engineering

Volumn 137, Issue 1, 2010, Pages 75-89

  Papanicolaou, A N ^a   Elhakeem, Mohamed ^b   Wardman, Brian ^c  

^a University of Iowa   (United States)

^b ABU DHABI UNIVERSITY   (United Arab Emirates)

^c NORTHWEST HYDRAULIC CONSULTANTS   (United States)

Author keywords

2D hydrodynamic models; Emergent bendway weir structures; Model calibration; Model errors; Model verification; Raccoon River, IA

Indexed keywords

BENDWAY WEIRS; HYDRODYNAMIC MODEL; MODEL CALIBRATION; MODEL ERRORS; MODEL VERIFICATION; RACCOON RIVER, IA;

CALIBRATION; ERRORS; FINITE ELEMENT METHOD; FLOW PATTERNS; FLUID DYNAMICS; FORECASTING; HYDRAULIC STRUCTURES; HYDRODYNAMICS; RIVERS; SENSITIVITY ANALYSIS; TWO DIMENSIONAL; VELOCITY; VISCOSITY; WEIRS;

THREE DIMENSIONAL;

EDDY; ESTIMATION METHOD; FINITE ELEMENT METHOD; HYDRODYNAMICS; RIVER BED; ROUGHNESS; SURFACE WATER; THREE-DIMENSIONAL FLOW; VISCOSITY; WAKE; WEIR;

IOWA; RACCOON RIVER; UNITED STATES;

PROCYON;

EID: 78650297826     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000280     Document Type: Article

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