Bridge Hydraulic Design in Tidal Situationsby Charles R. Neill, Northwest Hydraulic Consultants, Edmonton, Canada,
Eugene K. Yaremko, Northwest Hydraulic Consultants, Edmonton, Canada,
Document Type: Proceeding Paper
Part of: Hydraulic Engineering
Abstract: The analysis of bridge hydraulics and scour potential in tidal waters, in comparison with inland rivers, requires consideration of various additional factors. This paper condenses a simplistic approach presented in a Canadian publication of 1973, and summarizes three cases from the authors' experience.
Subject Headings: Bridge design | Hydraulic design | Tides | Seismic design | Scour | Hydraulic models | Seismic waves
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