Chapter
Apr 26, 2012
Hydraulic Modeling and Scour Analysis for the San Francisco - Oakland Bay Bridge
Authors: Jeffrey G. Shelden, Eric D. Smith, D. Max Sheppard, Ph.D., and Mufeed Odeh, Ph.D.Author Affiliations
Publication: Building Partnerships
Abstract
A study was conducted to determine potential maximum scour depths for the foundations of the replacement east span of the San Francisco-Oakland Bay Bridge, as part of the ongoing structural design. This effort presented unique challenges as strong tidal currents, large depths, and cohesive bottom sediments characterize the site. The authors met these challenges with a multi-faceted approach to the problem. First, design current velocities were determined using a two-dimensional hydrodynamic model of San Francisco Bay in conjunction with ADCP hydrographic surveys. Analytical scour calculations were performed and live-bed flume tests of the proposed foundations were also conducted. Finally, two separate methodologies were used to interpret the physical model tests in order to calculate potential scour depths around the foundations.
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© 2000 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
Affiliations
Jeffrey G. Shelden
P.E.
M.ASCE
Moffatt & Nichol Engineers, 2209 Century Drive, Suite 500, Raleigh, NC 27612
Eric D. Smith
M.ASCE
Moffatt & Nichol Engineers, 342 Madison Avenue, Suite 902, New York, NY
D. Max Sheppard, Ph.D.
P.E.
M.ASCE
Coastal and Oceanographic Engineering Department, Univ. of Florida, Gainesville, FL 32611
Mufeed Odeh, Ph.D.
P.E.
M.ASCE
USGS Biological Resources Division, Conte Anadromous Fish Research Center, Turner Falls, MA
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.