A bottom-up approach of stochastic demand allocation in water quality modelling
An "all pipes" hydraulic model of a drinking water distribution system was constructed with two types of demand allocations. One is constructed with the conventional top-down approach, i.e. a demand multiplier pattern from the booster station is allocated to all demand nodes with a correct...
Main Authors: | E. J. M. Blokker, J. H. G. Vreeburg, H. Beverloo, M. Klein Arfman, J. C. van Dijk |
---|---|
Format: | Article |
Language: | English |
Published: |
Copernicus Publications
2010-04-01
|
Series: | Drinking Water Engineering and Science |
Online Access: | http://www.drink-water-eng-sci.net/3/43/2010/dwes-3-43-2010.pdf |
Similar Items
-
Importance of demand modelling in network water quality models: a review
by: J. C. van Dijk, et al.
Published: (2008-09-01) -
Non-residential water demand model validated with extensive measurements and surveys
by: E. J. Pieterse-Quirijns, et al.
Published: (2013-10-01) -
Stochastic water demand modelling : hydraulics in water distribution networks /
by: Blokker, Mirjam, et al.
Published: (2011) -
Optimum Stochastic Allocation for Demand Response for Power Markets in Microgrids
by: Edwin Garcia, et al.
Published: (2024-02-01) -
Optimal Allocation Stochastic Model of Distributed Generation Considering Demand Response
by: Shuaijia He, et al.
Published: (2024-02-01)