Zobrazeno 1 - 10
of 19
pro vyhledávání: '"J. H. G. Vreeburg"'
Publikováno v:
Drinking Water Engineering and Science, Vol 6, Iss 2, Pp 99-114 (2013)
Existing Dutch guidelines for the design of the drinking water and hot water system of non-residential buildings are based on outdated assumptions on peak water demand or on unfounded assumptions on hot water demand. They generally overestimate peak
Externí odkaz:
https://doaj.org/article/11850303ea314fdf9750fda04b1b1720
Publikováno v:
Drinking Water Engineering and Science, Vol 3, Iss 1, Pp 43-51 (2010)
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 allo
Externí odkaz:
https://doaj.org/article/7fc31f04a91840fe81f43e76cb1d6615
Publikováno v:
Drinking Water Engineering and Science, Vol 1, Iss 1, Pp 27-38 (2008)
Today, there is a growing interest in network water quality modelling. The water quality issues of interest relate to both dissolved and particulate substances. For dissolved substances the main interest is in residual chlorine and (microbiological)
Externí odkaz:
https://doaj.org/article/4567779d02394937b18406d5fa28a3e4
Publikováno v:
Procedia Engineering, 70, 172-180
Procedia Engineering 70 (2014)
Procedia Engineering 70 (2014)
An all pipes network model with stochastic drinking water demand patterns (bottom-up) was used to study the difference in residual chlorine predictions compared to a transport model with one demand pattern (top-down). The results showed that the dema
Publikováno v:
Procedia Engineering, 70, 93-102
Procedia Engineering, 70, 2014; CCWI 2013: 12th International Conference on Computing and Control for the Water Industry
Procedia Engineering 70 (2014)
Procedia Engineering, 70, 2014; CCWI 2013: 12th International Conference on Computing and Control for the Water Industry
Procedia Engineering 70 (2014)
Literature shows that water demand forecasting models which use water demand as single input, are capable of generating a fairly accurate forecast. However, at changing weather conditions the forecasting errors are quite large. In this paper three di
Publikováno v:
Journal of Water Supply: Research and Technology-Aqua. 62:1-13
Fifty-seven per cent of all water supply systems in the Netherlands are controlled by model predictive flow control; the other 43% are controlled by conventional level-based flow control. The differences between conventional level-based flow control
Publikováno v:
Water Research 109 (2017)
Water Research, 109, 274-286
Water research
Water Research, 109, 274-286
Water research
Sanitation systems are built to be robust, that is, they are dimensioned to cope with population growth and other variability that occurs throughout their lifetime. It was recently shown that building sanitation systems in phases is more cost effecti
Publikováno v:
Journal of Water Resources Planning and Management. 137:511-520
Publikováno v:
Journal of Water Resources Planning and Management. 136:19-26
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 inform...
Publikováno v:
Journal of Environmental Management 149 (2015)
Journal of Environmental Management, 149, 271-281
Journal of Environmental Management, 149, 271-281
Urban water and wastewater systems face uncertain developments including technological progress, climate change and urban development. To ensure the sustainability of these systems under dynamic conditions it has been proposed that technologies and i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e9b2efef3c370166bee1e5e93cfad760
https://research.wur.nl/en/publications/flexible-design-in-water-and-wastewater-engineering-definitions-l
https://research.wur.nl/en/publications/flexible-design-in-water-and-wastewater-engineering-definitions-l