Ultimate Depth of Scour Around Bridge Piersby Sarfaraz A. Ansari, Aligarh Muslim Univ, Aligarh, India,
Alimul Qadar, Aligarh Muslim Univ, Aligarh, India,
Document Type: Proceeding Paper
Part of: Hydraulic Engineering
Abstract: A design equation for estimating ultimate depth of local scour at bridge piers has been proposed which is based upon the envelope curves drawn to published field data covering a wide range of variables.
Subject Headings: Scour | Piers | Bridge design | Building envelope | Curvature | Failure analysis | Hydrologic models | Water waves
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