Technical Papers
Jun 8, 2015

Considering the Mutual Dependence of Pulse Duration and Intensity in Models for Generating Residential Water Demand

Publication: Journal of Water Resources Planning and Management
Volume 141, Issue 11

Abstract

The aim of this paper is to analyze the effects of considering the mutual dependence of the pulse duration and intensity inside water demand generation models that operate with a high temporal resolution, i.e., 1 s time step, and at the scale of the individual user. To this end, a Poisson model was developed and applied to a literature case study. The Poisson model was able to represent the two variables or their respective logarithms as dependent variables following a bivariate normal distribution. The results of the new model were analyzed in comparison with the results of a model, in which the pulse intensity and the logarithm of the duration were represented as independent random variables. The analysis showed that taking into account the mutual dependence of the variables leads to improvements, and thus it is recommended. In fact, when it is taken into account, more consistent synthetic water demand pulses can be obtained, which are in better agreement with those measured in terms of overall daily demand volume.

Get full access to this article

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

Acknowledgments

The authors wish to thank Professor S. G. Buchberger for providing the data concerning the water demand pulses in the Milford households. This study was carried out as part of the ongoing project iWIDGET (Grant Agreement No. 318272), which is funded by the European Commission within the 7th Framework Programme.

References

Alcocer-Yamanaka, V. H., Tzatchkov, V., and Buchberger, S. G. (2006). “Instantaneous water demand parameter estimation from coarse meter readings.” Proc., Water Distribution Systems Analysis Symp. 2006, ASCE, Reston, VA, 1–14.
Alcocer-Yamanaka, V. H., and Tzatchkov, V. G. (2012). “Modeling of drinking water distribution networks using stochastic demand.” Water Resour. Manage., 26(7), 1779–1792.
Alvisi, S., Ansaloni, N., and Franchini, M. (2014). “Generation of synthetic water demand time series at different temporal and spatial aggregation levels.” Urban Water J., 11(4), 297–310.
Alvisi, S., Franchini, M., and Marinelli, A. (2003). “A stochastic model for representing drinking water demand at residential level.” Water Resour. Manage., 17(3), 197–222.
Blokker, E. J. M., Buchberger, S. G., Vreeburg, J. H. G., and van Dijk, J. C. (2009). “Comparison of water demand models: PRP and SIMDEUM applied to Milford, Ohio, data.” Proc., Water Distribution Systems Analysis 2008, ASCE, Reston, VA, 1–14.
Blokker, E. J. M., Vreeburg, J. H. G., and van Dijk, J. C. (2010). “Simulating residential water demand with a stochastic end-use model.” J. Water Resour. Plann. Manage., 19–26.
Box, G. E. P., and Muller, M. E. (1958). “A note on the generation of random normal deviates.” Ann. Math. Stat., 29(2), 610–611.
Buchberger, S. G., Carter, J. T., Lee, Y. H., and Schade, T. G. (2003). “Random demands, travel times and water quality in dead-ends.”, American Water Works Association Research Foundation, Denver.
Buchberger, S. G., and Wells, G. J. (1996). “Intensity, duration and frequency of residential water demands.” J. Water Resour. Plann. Manage., 11–19.
Buchberger, S. G., and Wu, L. (1995). “Model for instantaneous residential water demands.” J. Hydraul. Eng., 232–246.
Filion, Y. R., Adams, B., and Karney, B. (2007). “Cross correlation of demands inwater distribution network design.” J. Water Resour. Plann. Manage., 137–144.
García, V. J., García-Bartual, R., Cabrera, E., Arregui, F., and García-Serra, J. (2004). “Stochastic model to evaluate residential water demands.” J. Water Resour. Plann. Manage., 386–394.
Gentle, J. E. (2009). Computational statistics, Springer, New York.
Greenwood, P. E., and Nikulin, M. S. (1996). A guide to chi-squared testing, Wiley, New York.
Guercio, R., Magini, R., and Pallavicini, I. (2001). “Instantaneous residential water demand as stochastic point process.” Water resources management, C. A. Brebbia, et al., eds., WIT, Southampton, U.K., 129–138.
Hall, A. R. (2004). “Generalized method of moments.” Advanced texts in econometrics, Oxford University Press, Oxford, U.K.
Hamedani, G. G., and Tata, M. N. (1975). “On the determination of the bivariate normal distribution from distributions of linear combinations of the variables.” Am. Math. Mon., 82(9), 913–915.
Hazewinkel, M., ed. (2001). “Cholesky factorization.” Encyclopedia of mathematics, Springer, Berlin.
Johnson, R. A., and Bhattacharyya, G. K. (1992). Statistics: Principles and methods, 2nd Ed., Wiley, Hoboken, NJ.
Magini, R., Pallavicini, I., and Guercio, R. (2008). “Spatial and temporal scaling properties of water demand.” J. Water Resour. Plann. Manage., 276–284.
Murray, M. G., and Murray, P. M. (2005). “WatSup model: A high resolution water supply modelling system.” J. Hydroinf., 7(2), 79–89.
Walski, M., Chase, D., Savic, D., Grayman, W., Beckwith, S., and Koelle, E. (2003). Advanced water distribution modelling and management, Haestad, Waterbury, CT.
Weathington, B. L., Cunningham, C. J. L., and Pittenger, D. J. (2012). Understanding business research, Wiley, Hoboken, NJ.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 141Issue 11November 2015

History

Received: Oct 20, 2014
Accepted: Apr 17, 2015
Published online: Jun 8, 2015
Published in print: Nov 1, 2015
Discussion open until: Nov 8, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

E. Creaco, Ph.D. [email protected]
Research Fellow, College of Engineering, Mathematics and Physical Sciences, Univ. of Exeter, North Park Rd., Exeter EX4 4QF, U.K. (corresponding author). E-mail: [email protected]
R. Farmani, Ph.D. [email protected]
Senior Lecturer, College of Engineering, Mathematics and Physical Sciences, Univ. of Exeter, North Park Rd., Exeter EX4 4QF, U.K. E-mail: [email protected]
Z. Kapelan, Ph.D. [email protected]
Professor, College of Engineering, Mathematics and Physical Sciences, Univ. of Exeter, North Park Rd., Exeter EX4 4QF, U.K. E-mail: [email protected]
L. Vamvakeridou-Lyroudia, Ph.D. [email protected]
Senior Research Fellow, College of Engineering, Mathematics and Physical Sciences, Univ. of Exeter, North Park Rd., Exeter EX4 4QF, U.K. E-mail: [email protected]
D. Savic, Ph.D. [email protected]
Professor and Codirector, Centre for Water Systems, College of Engineering, Mathematics and Physical Sciences, Univ. of Exeter, North Park Rd., Exeter EX4 4QF, U.K. 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.

Cited by

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