TECHNICAL PAPERS
Jan 20, 2011

Simulating Nonresidential Water Demand with a Stochastic End-Use Model

Publication: Journal of Water Resources Planning and Management
Volume 137, Issue 6

Abstract

The end-use model SIMDEUM for residential water demand has been extended to incorporate nonresidential water demand. The model was developed to predict water-demand patterns with a small timescale (1 s) and small spatial scale (at the water meter connection). The end-use model is based on statistical information about users and end uses: data on occupancy; the frequency of use; duration and flow per water-use event; and the occurrence over the day of different end uses, such as flushing the toilet, doing the laundry, and washing hands. The model follows a modular approach, in that each type of building is composed of functional rooms, such as lodgings, restaurants, and conference rooms. A functional room is characterized by its typical users and water-using appliances. With this approach, nonresidential buildings’ water-demand patterns over the day can be simulated. The simulation results for an office building, a hotel, and a nursing home were compared to measured water-demand patterns with regard to attributes such as peak flow and daily total water use, as well as the shape of the pattern. The simulation results show a good correspondence to measured water demands. The end-use model is based on independent statistical information and not on flow measurements. The input parameters are available before any information on annual or daily water use is available; the parameters are not fitted on flow measurements. Therefore, the model is transferable to a diverse range of nonresidential water-demand types. The model can be applied in the design stage (prebuild), in scenario studies, and in distribution network models.

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 137Issue 6November 2011
Pages: 511 - 520

History

Received: Apr 27, 2010
Accepted: Jan 19, 2011
Published online: Jan 20, 2011
Published in print: Nov 1, 2011

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Authors

Affiliations

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

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