On scour's frontier

M. A. Ports, Peggy Ann Johnson, C. Shea, A. Rahmani

Research output: Contribution to specialist publicationArticle

Abstract

The use of a combination of both computer and physical model studies to assess the scour of a new bridge to replace the 30-year-old Bonner Bridge across North Carolina's Outer Banks is described. An accurate assessment of scour is a key element in the design of the structure, which is in a region regularly battered by hurricanes and storms. Potential scour depths for the bridge were determined and their effects on normal loadings and extreme events were evaluated. Pier scour calculations and the two-dimensional hydraulic analysis are discussed. Results of physical model studies are presented.

Original languageEnglish (US)
Pages60-62
Number of pages3
Volume67
No8
Specialist publicationCivil Engineering
StatePublished - Aug 1 1997

Fingerprint

Scour
scour
Hurricanes
Piers
pier
extreme event
hurricane
Hydraulics
hydraulics

All Science Journal Classification (ASJC) codes

  • Ceramics and Composites
  • Civil and Structural Engineering
  • Materials Science (miscellaneous)
  • Geotechnical Engineering and Engineering Geology

Cite this

Ports, M. A., Johnson, P. A., Shea, C., & Rahmani, A. (1997). On scour's frontier. Civil Engineering, 67(8), 60-62.
Ports, M. A. ; Johnson, Peggy Ann ; Shea, C. ; Rahmani, A. / On scour's frontier. In: Civil Engineering. 1997 ; Vol. 67, No. 8. pp. 60-62.
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Ports, MA, Johnson, PA, Shea, C & Rahmani, A 1997, 'On scour's frontier' Civil Engineering, vol. 67, no. 8, pp. 60-62.

On scour's frontier. / Ports, M. A.; Johnson, Peggy Ann; Shea, C.; Rahmani, A.

In: Civil Engineering, Vol. 67, No. 8, 01.08.1997, p. 60-62.

Research output: Contribution to specialist publicationArticle

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Ports MA, Johnson PA, Shea C, Rahmani A. On scour's frontier. Civil Engineering. 1997 Aug 1;67(8):60-62.