Skip to content Skip to navigation
University of Warwick
  • Study
  • |
  • Research
  • |
  • Business
  • |
  • Alumni
  • |
  • News
  • |
  • About

University of Warwick
Publications service & WRAP

Highlight your research

  • WRAP
    • Home
    • Search WRAP
    • Browse by Warwick Author
    • Browse WRAP by Year
    • Browse WRAP by Subject
    • Browse WRAP by Department
    • Browse WRAP by Funder
    • Browse Theses by Department
  • Publications Service
    • Home
    • Search Publications Service
    • Browse by Warwick Author
    • Browse Publications service by Year
    • Browse Publications service by Subject
    • Browse Publications service by Department
    • Browse Publications service by Funder
  • Statistics
  • Help & Advice
University of Warwick

The Library

  • Login

A proposal for a reliability rating system for fluvial flood defence embankments in the United Kingdom

Tools
- Tools
+ Tools

Redaelli, M., Utili, S. and Dyer, M. (2008) A proposal for a reliability rating system for fluvial flood defence embankments in the United Kingdom. In: 10th International Symposium on Landslides and Engineered Slopes, Xi'an, China, Jun 30 - Jul 4, 2008. Published in: Landslides and Engineered Slopes: From the Past to the Future - Proceedings of the 10th International Symposium on Landslides and Engineered Slopes, Vol.1-2 pp. 1965-1970.

Full text not available from this repository.
Official URL: http://dx.doi.org/10.1201/9780203885284-c273

Abstract

A reliability rating system for river embankments is illustrated. The system is based on a new index, called Index of Inadequate Performance, which reflects the results of a simplified and approximated reliability analysis. The approach allows decision makers to quantify the expected performance of each stretch in an inventory of embankments and rank them according to an indicative measure of the likelihood of failure under extreme hydraulic conditions. Giving a measure of the influence of the basic characteristics of embankments on their performance, the system can also quantify the effect of not knowing some of these basic characteristics. Decision maker are thus provided with a tool which enables them to estimate the impact of this ignorance, or basic epistemic uncertainty, on the reliability assessment. The rating system also indicates which information should be collected in order to effectively reduce this type of uncertainty.

Item Type: Conference Item (Paper)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TC Hydraulic engineering. Ocean engineering
Divisions: Faculty of Science > Engineering
Journal or Publication Title: Landslides and Engineered Slopes: From the Past to the Future - Proceedings of the 10th International Symposium on Landslides and Engineered Slopes
Publisher: CRC Press
ISSN: ISBN: 978-0-415-41196-7
Book Title: Landslides and Engineered Slopes. From the Past to the Future
Date: 2008
Volume: Vol.1-2
Page Range: pp. 1965-1970
Identification Number: 10.1201/9780203885284-c273
Status: Peer Reviewed
Publication Status: Published
Access rights to Published version: Restricted or Subscription Access
Conference Paper Type: Paper
Title of Event: 10th International Symposium on Landslides and Engineered Slopes
Type of Event: Other
Location of Event: Xi'an, China
Date(s) of Event: Jun 30 - Jul 4, 2008
URI: http://wrap.warwick.ac.uk/id/eprint/46821

Data sourced from Thomson Reuters' Web of Knowledge

Request changes to a record

Actions (login required)

View Item View Item
twitter

Email us: publications@warwick.ac.uk
Contact Details
About Us