Practical Method for Calculating Contraction Scourby E. V. Richardson, (F.ASCE), Resource Consultants & Engineers, Inc, Ft. Collins, United States,
J. R. Richardson, (M.ASCE), Resource Consultants & Engineers, Inc, Ft. Collins, United States,
Document Type: Proceeding Paper
Part of: Hydraulic Engineering
Abstract: Total scour at bridge crossing waterways consists of long-term aggradation or degradation of the streambed, contraction scour and local scour at the piers and abutments. This paper will present practical equations for computing live-bed or clear-water contraction scour. With live-bed conditions, both equations need to be used and the smaller scour depth used.
Subject Headings: Scour | Hydraulic contraction | Bridge abutments | Chemical degradation | Hydrologic models | Wave velocity | Water discharge measurement
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