Zobrazeno 1 - 10
of 91
pro vyhledávání: '"J.H.G. Vreeburg"'
Publikováno v:
Urban Water Journal, 12(7), 588-596
Urban Water Journal 12 (2015) 7
Urban Water Journal 12 (2015) 7
With the objective of defining parameters that can be used to assess the condition of PVC joints in the field, more than two-hundred destructive tests were done in the laboratory. Two diameters (110 mm and 315 mm) of new PVC double-sockets were teste
Publikováno v:
Water Science & Technology : Water Supply 14 (2014) 5
Water Science & Technology : Water Supply, 14(5), 717-727
Water Science & Technology : Water Supply, 14(5), 717-727
Water infrastructure is inherently a socio-technical system. Rapidly changing urban trends and long-term uncertainties make water infrastructure management complex. This paper analyses the dynamics of residential water consumption in the Netherlands
Autor:
G. L. Bakker, Sheng Li, J.C. van Dijk, Wen Tso Liu, Gertjan Medema, Gang Liu, J.Q.J.C. Verberk, J.H.G. Vreeburg
Publikováno v:
Environmental Science & Technology. 48:5467-5476
The current understanding of drinking water distribution system (DWDS) microbiology is limited to pipe wall biofilm and bulk water; the contributions of particle-associated bacteria (from suspended solids and loose deposits) have long been neglected.
Publikováno v:
Journal of Hydroinformatics, 16(5), 1194-1209
Journal of Hydroinformatics 16 (2014) 5
Journal of Hydroinformatics 16 (2014) 5
Pipe bursts in a drinking water distribution system lead to water losses, interruption of supply, and damage to streets and houses due to the uncontrolled water flow. To minimize the negative consequences of pipe bursts, an early detection is necessa
Publikováno v:
Procedia Engineering 89 (2014)
Procedia Engineering, 89, 2014; 16th Water Distribution System Analysis Conference, WDSA2014 — Urban Water Hydroinformatics and Strategic Planning
Procedia Engineering, 89, 143-150
Procedia Engineering, 89, 2014; 16th Water Distribution System Analysis Conference, WDSA2014 — Urban Water Hydroinformatics and Strategic Planning
Procedia Engineering, 89, 143-150
Domestic water supply systems are the final stage of the transport process to deliver potable water to the customers’ tap. Under the influence of temperature, residence time and pipe materials the drinking water quality can change while the water p
Publikováno v:
Water Science & Technology : Water Supply, 13(4), 1154-1160
Water Science & Technology : Water Supply 13 (2013) 4
Water Science & Technology : Water Supply 13 (2013) 4
Failure data are a valuable source of information on the condition of underground assets. Systematic registration of relevant items on cause, nature and circumstances of each occurring failure is, however, complicated in day-to-day practice. Moreover
Publikováno v:
Journal of Hydroinformatics. 13:714-728
An “all pipes” hydraulic model of a drinking water distribution system was constructed with a bottom-up approach of demand allocation. This means that each individual home is represented by one demand node with its own stochastic water demand pat
Publikováno v:
Drinking Water Engineering and Science, Vol 3, Iss 1, Pp 43-51 (2010)
Delft University of Technology
Scopus-Elsevier
Drinking Water Engineering and Science Discussions, 3 (1), 2010
Drinking Water Engineering and Science, 3 (1), 2010
Delft University of Technology
Scopus-Elsevier
Drinking Water Engineering and Science Discussions, 3 (1), 2010
Drinking Water Engineering and Science, 3 (1), 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
Publikováno v:
Water Supply. 9:549-556
Routine cleaning of water mains is frequently employed by water utilities around the world as a means of managing common water quality issues. When employed correctly, water mains cleaning can be effective in removing loosely deposited sediments and
Publikováno v:
Water Supply. 9:635-641
Resuspension of accumulated particles in residential networks is the main cause for customers to complain to the water company about the water quality. Preventing the particles from accumulating in these networks can be achieved by high velocities in