Technical Papers
Sep 13, 2016

Exploring Topological Effects on Water Distribution System Performance Using Graph Theory and Statistical Models

Publication: Journal of Water Resources Planning and Management
Volume 143, Issue 1

Abstract

Water distribution system (WDS) pipe networks can vary widely in topological layout. The variations in branch and loop combinatorics across large pipe network data sets are ideal for exploring graph-based structural patterns and linkages with engineered performance. To facilitate this exploration, a library of 10,001 lattice-like pipe networks is developed. Each network is equipped with hydraulic, water quality, and diurnal demand information for extended period simulations. Results show strong correlations exist among graph theory metrics (e.g., geodesic, spectral, and combinatorics-based) and performance measures (e.g., maximum hourly unit headloss, average water age, and average chemical concentration). These trends are extended with performance predictions using parametric and semiparametric statistical models. Predictive accuracies are evident for processes that follow diffusion-like behaviors, indicating coupled applications of graph theory and statistical methods may have strong abilities to characterize WDSs at lower computational and analytical costs. Evidence also reveals features from percolation theory, with sharp phase transitions in WDS performance at certain probabilistic thresholds of pipe network connectivity. This may support future probabilistic studies on WDS performance with percolation-like transitions.

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Acknowledgments

The authors would like to thank the Severe Storm Prediction, Education, and Evacuation from Disasters (SSPEED) Center and the Department of Civil and Environmental Engineering at Rice University for providing seed funding and support, as well as the anonymous reviewers for their advice and assistance in preparing this manuscript.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 143Issue 1January 2017

History

Received: Jan 6, 2016
Accepted: Jun 17, 2016
Published online: Sep 13, 2016
Published in print: Jan 1, 2017
Discussion open until: Feb 13, 2017

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Authors

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Jacob M. Torres [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005 (corresponding author). E-mail: [email protected]
Leonardo Duenas-Osorio, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005. E-mail: [email protected]
Qilin Li, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005. E-mail: [email protected]
Alireza Yazdani [email protected]
Quantitative Risk Analyst, Independent Consultancy, 267 Country Club Rd., Newton, MA 02459. E-mail: [email protected]

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