Climate change is credited with increased rainfall frequency and intensity. Rainfall intensity in engineering design or assessment is characterised from statistical analysis of historical records. A deviation from historical patterns introduces risk, particularly to existing structures, as the limits of past design methods are approached or exceeded. Such risk may be amplified and become difficult to predict if climate change combines with physical environmental changes. This paper makes reference to the importance of site observations in designing resilient solutions and highlights the tendency of current guidance/methods to be insufficient due to the lack of available assessment information. It provides guidance on the use of observed information to attain confidence in design parameters and presents equations for establishing current velocities for the design of rock scour protection or assessing observed scour conditions with limited unknown parameters.
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4 July 2017
Research Article|
May 09 2017
A review of approaches to assessing scour current velocity around existing structures Available to Purchase
Adeniyi Aje, Eur Ing, MEng (Hons), CEng, MICE, ACIArb
;
WSP | Parsons Brinckerhoff, London, UK
(corresponding author: Adeniyi.Aje@pbworld.com)
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Ahmad Khattab, BEng (Hons), MSc, DIC, PMP
Ahmad Khattab, BEng (Hons), MSc, DIC, PMP
Bridge Engineer
WSP | Parsons Brinckerhoff, London, UK
Search for other works by this author on:
(corresponding author: Adeniyi.Aje@pbworld.com)
Publisher: Emerald Publishing
Received:
November 24 2016
Accepted:
March 29 2017
Online ISSN: 2043-9911
Print ISSN: 2043-9903
ICE Publishing: All rights reserved
2017
Proceedings of the Institution of Civil Engineers - Forensic Engineering (2017) 170 (2): 84–99.
Article history
Received:
November 24 2016
Accepted:
March 29 2017
Connected Content
A correction has been published:
Erratum: A review of approaches to assessing scour current velocity around existing structures
Citation
Aje A, Khattab A (2017), "A review of approaches to assessing scour current velocity around existing structures". Proceedings of the Institution of Civil Engineers - Forensic Engineering, Vol. 170 No. 2 pp. 84–99, doi: https://doi.org/10.1680/jfoen.16.00035
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