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- W2334603602 abstract "This paper describes the comparisons of numerical models focusing on the water elevation around a bridge pier. Three different numerical models, namely, 2D plane model, Qasi-3D model (3D model with hydrostatic assumption) and Full-3D model, are considered. As turbulence models, a simple 0-equation model is used for the 2D plane model and a non-linear k-e model with effects of strain and rotation parameters are applied for the quasi-3D and full-3D models. First, laboratory test is carried out to obtain data for verification under Re=8400 and Fr=0.54. The computations are performed in the same conditions of the laboratory test. The numerical results show that the 2D and full 3D models can capture well the height of water elevation at the upstream region of the cylinder though the quasi-3D model under-predicts it. The 2D model overestimates the depth of the hollow behind the cylinder. The quasi-3D model considerably over-estimates the length of the re-circulation zone." @default.
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- W2334603602 date "2005-01-01" @default.
- W2334603602 modified "2023-09-25" @default.
- W2334603602 title "COMPARISON OF VARIOUS NUMERICAL MODELS FOR PREDICTION OF WATER ELEVATION AROUND BRIDGE PIERS" @default.
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- W2334603602 doi "https://doi.org/10.2208/prohe.49.559" @default.
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