Simulating Nonresidential Water Demand with a Stochastic End-Use Model-Reference-Cited by-同舟云学术

Simulating Nonresidential Water Demand with a Stochastic End-Use Model

Published:2011-11 Issue:6 Volume:137 Page:511-520
ISSN:0733-9496
Container-title:Journal of Water Resources Planning and Management
language:en
Short-container-title:J. Water Resour. Plann. Manage.

Author:

Blokker E. J. M.¹²²³,Pieterse-Quirijns E. J.¹²²³,Vreeburg J. H. G.¹²²³,van Dijk J. C.¹²²³

Affiliation:

1. KWR Watercycle Research Institute, P.O. Box 1072, 3430 BB, Nieuwegein, Netherlands (corresponding author).

2. KWR Watercycle Research Institute, P.O. Box 1072, 3430 BB, Nieuwegein, Netherlands.

3. Delft Univ. of Technology, Dept. of Civil Engineering and Geosciences, P.O. Box 5048, 2600 GA, Delft, Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WR.1943-5452.0000146

Reference15 articles.

1. Baggelaar P. K. and Geudens P. J. J. G. (2008). “Prognoses landelijke drinkwatervraag tot 2025.” 2008/85/6222 Vewin Rijswijk Netherlands.

2. Blokker E. J. M. (2010). “Stochastic water demand modelling for a better understanding of hydraulics in water distribution networks.” Ph.D. thesis Delft Univ. of Technology Delft Netherlands.

3. A bottom-up approach of stochastic demand allocation in a hydraulic network model: a sensitivity study of model parameters

4. Blokker E. J. M. Buchberger S. G. Vreeburg J. H. G. and van Dijk J. C. (2008a). “Comparison of water demand models: PRP and SIMDEUM applied to Milford Ohio data.” Proc. Water Distribution Systems Analysis 2008 J. E. van Zyl A. A. Ilemobade and H. E. Jacobs eds. ASCE Reston VA 182–195.

5. Importance of demand modelling in network water quality models: a review

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