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Questions related from Richard Mathews
Real structures have pier and abutment widths of the order of 1-3 metres and flood flow velocities upwards of 2m/s. Thus Reynolds Number will be significantly above 10^6, which is above the...
01 January 1970 2,671 2 View
Numerical simulation of the turbulent flow around a complex ... For the complex pier, the scour hole appears to have gradients less than the angle of repose of the sediment and so an accurate...
01 January 1970 5,560 3 View