Levee reliability analysis using logistic regression models - abilities, limitations and practical considerations

Research output: Contribution to journalResearch articleContributedpeer-review

Abstract

Flood risk of levee protected areas stems from the possibility of levee failure. Regarding the basic product formula for the quantification of risk, the reliability of a levee stretch or system of levees, which is dependent on all failure relevant conditions and loadings, must be expressed numerically. Some of the properties (i.e. biological factors) believed to affect a levee's probability of failure significantly, cannot be measured on a metric scale, but can be easily expressed qualitatively. As logistic regression models are able to make use of quantitative as well as of qualitative parameters, the application of such multivariate, statistical models for the reliability analysis of river levees is presented and discussed in this paper. Focusing on the practical issues for the specific purpose, the basic approach is explained only briefly at the beginning. Illustrated by example applications, the requirements, advantages and disadvantages of the approach are presented in more detail. Considering the rapid developments in remote sensing and levee monitoring possibilities during the last years, an increasing application potential of this approach is expected in the future.

Details

Original languageEnglish
Pages (from-to)77-87
Number of pages11
JournalGeorisk : assessment and management of risk for engineered systems and geohazards
Volume7
Issue number2
Publication statusPublished - Jun 2013
Peer-reviewedYes

External IDs

ORCID /0000-0002-3729-0166/work/142248428
ORCID /0000-0001-6913-0354/work/151435724