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Bridge Geometry and Sections
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Table 1: Weather Information for Three Scenarios
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Design Value for 3000-Year Return Period Information: (a) Wind Speed and (b) Turbulence Intensity Profile, and (c) Model Specifications
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Wind Tunnel Domain and Reference Computational Grid (8,057,279 Cells)
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Grid Study of Four Computational Mesh Sizes Through Probe Line
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Surface Pressure Contour and Diagram for 60-Time Layers (Δt = 0.5 s) Through Probe Line for Three Scenarios
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Table 2: Parameters of Model; Table 3: Boundary Conditions of Model
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Image 6: Grid Study for Hydro Domain
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Image 7: Hydro Domain Drawing
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Image 8: River Flow Discharge; Image 9: River Velocity Discharge; Image 10: Pressure on Bridge Pier – I; Image 11: Pressure on Bridge Pier – II
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Image 12: Velocity Counter at Time of 30s; Image 13: Velocity Counter at Time of 20s