TECHNICAL PAPERS
Oct 15, 2009

Assessment of the Replicate Compression Heuristic to Improve Efficiency of Urban Water Supply Headworks Optimization

Publication: Journal of Water Resources Planning and Management
Volume 135, Issue 6

Abstract

Urban water supply headworks systems are usually designed to provide high security against drought. The best way to evaluate this security is to use Monte Carlo simulation which is computationally expensive. The advent of parallel computing technology in conjunction with genetic algorithms has made it practicable to optimize operation for drought security. Nonetheless, computation turnaround times remain long. This paper presents a simple heuristic called replicate compression to improve Monte Carlo efficiency. It exploits the well known concept of a critical period. In a high reliability system there should be few critical periods. Therefore, restricting simulation to such periods should bring about substantial savings in computational effort. It was found for problems where the objective function evaluation is only affected by what happens during critical periods, replicate compression provides an effective means for substantially reducing simulation effort. The case study involving a nine-reservoir urban headworks system showed the actual reduction in effort depended on the stress experienced by the system, which in turn affected the frequency of critical periods. Even when the objective function is affected by decisions outside the critical period, replicate compression may provide a useful result by helping to guide the specification of a reduced search space for the genetic algorithm. This strategy can bring about substantial savings in turnaround time.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The Sydney Catchment Authority is thanked for providing information about the Sydney headworks system. The writers bear sole responsibility for the case study.

References

Cui, L., and Kuczera, G. (2003). “Optimization of urban water supply headworks using probabilistic search methods.” J. Water Resour. Plann. Manage., 129(5), 380–387.
Cui, L., and Kuczera, G. (2005). “Optimizing water supply headworks operating rules under stochastic inputs: Assessment of genetic algorithm performance.” Water Resour. Res., 41, W05016.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization and machine learning, Addison-Wesley, Reading, Mass.
Kuczera, G. (1992). “Water supply headworks simulation using network linear programming.” Adv. Eng. Software, 14, 55–60.
McMahon, T. A., and Mein, R. G. (1987). Reservoir capacity and yield, Elsevier Science, Amsterdam.
Wardlaw, R., and Sharif, M. (1999). “Evaluation of genetic algorithms for optimal reservoir system operation.” J. Water Resour. Plann. Manage., 125(1), 25–33.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 135Issue 6November 2009
Pages: 451 - 457

History

Received: Sep 6, 2007
Accepted: Feb 18, 2009
Published online: Oct 15, 2009
Published in print: Nov 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Research Fellow, School of Engineering, Univ. of Newcastle, NSW 2308, Australia (corresponding author). E-mail: [email protected]
George Kuczera [email protected]
Professor, School of Engineering, Univ. of Newcastle, NSW 2308, Australia. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share