Performance criteria for multi-sourced urban water systems

Chowdhury, R. and Beecham, S. (2011) Performance criteria for multi-sourced urban water systems. In: 12th International Conference on Urban Drainage (ICUD) 2011, 11-16 Sept 2011, Porto Alegre, Brazil.

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Abstract

Urban water management is now constrained by rapid population growth, climate change and variability and their prediction uncertainty and above all by resource limitations. The ability of water systems to operate satisfactorily under these constraints is an important system characteristic. Performance criteria described in terms of mean yield and variance are not sufficient. Therefore risk-based performance criteria for urban water systems are proposed. These criteria are risk and reliability, resiliency and vulnerability. The quantitative estimation of these criteria and their implications for water resources planning are expected to improve the long term sustainability of water systems. The relatively new concept of integrated urban water management encourages water source diversification. This includes the use of rainwater, stormwater and treated wastewater. In this paper, multi-sourced urban water systems and their risk-based performance criteria have been proposed.


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Item Type: Conference or Workshop Item (Commonwealth Reporting Category E) (Paper)
Refereed: Yes
Item Status: Live Archive
Additional Information: Unable to source any copyright restrictions preventing uploading paper.
Faculty / Department / School: Historic - Faculty of Engineering and Surveying - Department of Surveying and Land Information
Date Deposited: 26 Jun 2018 06:11
Last Modified: 26 Jun 2018 06:11
Uncontrolled Keywords: climate change, performance, resilience, reliability, risk, water systems
Fields of Research : 09 Engineering > 0905 Civil Engineering > 090509 Water Resources Engineering
Socio-Economic Objective: D Environment > 96 Environment > 9609 Land and Water Management > 960912 Urban and Industrial Water Management
URI: http://eprints.usq.edu.au/id/eprint/34343

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