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dc.contributor.authorAlsaqqaf, Zayeden_US
dc.contributor.authorZhang, Hongen_US
dc.contributor.editorC.A. Brebbia and E. Beriatosen_US
dc.description.abstractThe escalating frequencies and changing patterns of climate change impacts, such as precipitation rates and sea levels, question the reliability of the existing engineering infrastructure, in terms of design and planning criteria for which designers and decision makers need to or account for. The objective of this paper is to assess the performance of an existing engineering infrastructure by measuring three variables: Vulnerability (ߩ, Reliability (a), Resiliency (?). These variables will be implemented temporally to a floodplain catchment, where performance and engineering sustainability can be depicted. The depiction will define the system's behaviour upon a natural event such as precipitation or sea-level rise. Nevertheless, Flood Risk Index (FRI), which depends on (߬ a and ?), will be applied as an overall index to demonstrate the trend context as well as give implications of the sensitivity significance of ߬ a and ?. The main outcome of this paper is to depict the relative sustainability or as known as the performance assessment indicators temporally; and to examine the correlation between the indicators on a real-flow data. These procedures shall ultimately provide implications on the implementation of the indicators to achieve a relatively sustainable system.en_US
dc.publisherWIT Pressen_US
dc.publisher.placeUnited Kingdomen_US
dc.relation.ispartofbooktitleSustainable Development and Planning Ven_US
dc.subject.fieldofresearchWater Resources Engineeringen_US
dc.titleTowards a Sustainable System: application of temporal analysis on flood risk managementen_US
dc.typeBook chapteren_US
dc.type.descriptionB1 - Book Chapters (HERDC)en_US
dc.type.codeB - Book Chaptersen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.hasfulltextNo Full Text

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