TECHNICAL PAPERS
Mar 18, 2009

Simulating Residential Water Demand with a Stochastic End-Use Model

Publication: Journal of Water Resources Planning and Management
Volume 136, Issue 1

Abstract

A water demand end-use model was developed to predict water demand patterns with a small time scale (1 s) and small spatial scale (residence level). The end-use model is based on statistical information of users and end-uses: census data such as the number of people per household and their ages; the frequency of use; duration and flow per water-use event; occurrence over the day for different end-uses such as flushing the toilet, doing the laundry, washing hands, etc. With this approach, water demand patterns can be simulated. The simulation results were compared to measured water demand patterns on attributes such as peak flow and daily total water use, as well as on the shape of the pattern and the frequency distribution of flows and accelerations in flow. The simulation results show a good correspondence to measured water demands. Because the end-use model is based on statistical information rather than flow measurements, the model is transferable to diverse residential areas in different countries. The model can be applied in the design stage (prebuild), in scenario studies, and in water quality distribution network models.

Get full access to this article

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

References

Alcocer-Yamanaka, V. H., Tzatchkov, V. G., and Buchberger, S. G. (2006). “Instantaneous water demand parameter estimation from coarse meter readings.” Water distribution system analysis #8, ASCE, Reston, Va.
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. (2006). “Modeling water demand patterns; description and evaluation of simulation model SIMDEUM.” Kiwa N.V., Nieuwegein, The Netherlands (in Dutch).
Blokker, E. J. M., Buchberger, S. G., Vreeburg, J. H. G., and van Dijk, J. C. (2008). “Importance of demand modelling in network water quality models: a review.” Drink. Water Eng. Sci., 1, 27–38.
Buchberger, S. G., and Wells, G. J. (1996). “Intensity, duration and frequency of residential water demands.” J. Water Resour. Plann. Manage., 122(1), 11–19.
Buchberger, S. G., and Wu, L. (1995). “Model for instantaneous residential water demands.” J. Hydraul. Eng., 121(3), 232–246.
Buchberger, S. G., Blokker, E. J. M., and Vreeburg, J. H. G., and (2008). “Sizes for self-cleaning pipes in municipal water supply systems.” WDSA 2008, J. E. van Zyl, A. A. Ilemobade, and H. E. Jacobs, eds., ASCE, Reston, Va., 338–347.
Buchberger, S. G., Carter, J. T., Lee, Y. H., and Schade, T. G. (2003). “Random demands, travel times, and water quality in dead ends.” Rep. No. 90963F, AWWARF, Denver.
CBS. (2007). ⟨http://statline.cbs.nl (Dec. 1, 2007)⟩.
Centre for Time Use Research. (2007). “Access time use data.” ⟨http://www.timeuse.org/access/⟩ (Dec. 1, 2007).
Cobacho, R., Arregui, F., Gascón, L., and Cabrera, E. (2004). “Low-flow devices in Spain: How efficient are they in fact? An accurate way of calculation.” Water Sci. Technol.: Water Supply, 4(3), 91–102.
Foekema, H., and Engelsma, O. (2001). A changing consumption pattern (water use at home 2001), TNS NIPO, Amsterdam (in Dutch).
Foekema, H., van Thiel, L., and Lettinga, B. (2008). Water use at home 2007, TNS NIPO, Amsterdam (in Dutch).
García, V., García-Bartual, R., Cabrera, E., Arregui, F., and García-Serra, J. (2004). “Stochastic model to evaluate residential water demands.” J. Water Resour. Plann. Manage., 130(5), 386–394.
Guercio, R., Magini, R., and Pallavicini, I. (2001). “Instantaneous residential water demand as stochastic point process.” Water resources management, WIT Press, Southampton, U.K., 129–138.
ISSO-kontaktgroep 62. (2003). Drinking water installations in homes, Stichting ISSO, Rotterdam, The Netherlands (in Dutch).
Jacobs, H. E., and Haarhoff, J. (2004). “Structure and data requirements of an end-use model for residential water demand and return flow.” Water SA, 30(3), 293–304.
Kanne, P. (2005). Water use at home 2004, subdivision for water company amsterdam, TNS NIPO, Amsterdam (in Dutch).
Li, Z., Buchberger, S. G., Boccelli, D. B., and Filion, Y. R. (2007). “Spatial correlation analysis of stochastic residential water demands.” Proc., Combined Int. Conf. CCWI2007 and SUWM2007, Water Management Challenges in Global Change, Francis & Taylor Group, London, 363–370.
Memon, F. A., Ton-That, L., and Butler, D. (2007). “An investigation of domestic water consumption through taps and its impact on urban water flows.” Water Sci. Technol.: Water Supply, 7(5–6), 69–76.
Powell, J., Clement, J., and Brandt, M. R. C., Holt, D., Grayman, W., and LeChevallier, M. (2004). “Predictive models for water quality in distribution systems.” Rep. No. 91023F, AWWARF, Denver.
Slaats, P. G. G., Rosenthal, L. P. M., Siegers, W. G., van den Boomen, M., Beuken, R. H. S., and Vreeburg, J. H. G. (2003). “Processes involved in the generation of discolored water.” Rep. No. 90966F, AWWARF, Denver.
Van der Broek, A., and Breedveld, K. (1995). Time-budget survey 1995-TBO'95 (computer file), Sociaal en Cultureel planbureau, Amsterdam (in Dutch).
Vieira, P., Almeida, M. C., Baptista, J. M., and Ribeiro, R. (2007). “Household water use: A Portugese field study.” Water Sci. Technol.: Water Supply, 7(5–6), 193–202.
Vreeburg, J. H. G. (2007). “Discolouration in drinking water systems: A particular approach.” Ph.D. thesis, Delft Univ. of Technology, Delft, The Netherlands.
Vreeburg, J. H. G., and Boxall, J. B. (2007). “Discolouration in potable water distribution systems: Review.” Water Research, 41(3), 519–529.
White, S., Milne, G., and Riedy, C. (2004). “End use analysis: Issues and lessons.” Water Science and Technology: Water Supply, 4(3), 57–65.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 136Issue 1January 2010
Pages: 19 - 26

History

Received: Sep 29, 2008
Accepted: Jan 12, 2009
Published online: Mar 18, 2009
Published in print: Jan 2010

Permissions

Request permissions for this article.

Authors

Affiliations

E. J. M. Blokker [email protected]
Scientific Researcher, KWR Watercycle Research Institute, P.O. Box 1072, 3430 BB, Nieuwegein, The Netherlands (corresponding author). E-mail: [email protected]
J. H. G. Vreeburg [email protected]
Senior Scientific Researcher, KWR Watercycle Research Institute, P.O. Box 1072, 3430 BB, Nieuwegein, The Netherlands. E-mail: [email protected]
J. C. van Dijk [email protected]
Professor, Dept. of Civil Engineering and Geosciences, Delft Univ. of Technology, P.O. Box 5048, 2600 GA Delft, The Netherlands. 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