Zobrazeno 1 - 10
of 16
pro vyhledávání: '"H. Beverloo"'
Publikováno v:
Drinking Water Engineering and Science, Vol 6, Iss 1, Pp 55-59 (2013)
This paper presents a set of validation experiments for the reconstruction of a cross-sectional particle concentration field in a transparent pipe filled with a fluid using optical tomography.
Externí odkaz:
https://doaj.org/article/b44cfba0af634ee5a2d4ef68ef8e9f3d
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
Autor:
Vincent Rossi, Xun Liao, Ralph H. Beverloo, Xavier Bengoa, Monique J. W. Gerichhausen, Yvonne Bruggeman, Giles Rigarlsford
Publikováno v:
The International Journal of Life Cycle Assessment. 25:1043-1058
Purpose In light of the sustainable diet debate, we conducted a large-scale regionalised LCA to answer the following questions: (i) does the climate advantage hypothesis of plant-based fat spreads and creams over dairy butter and cream hold regardles
Publikováno v:
Drinking Water Engineering and Science, Vol 6, Iss 1, Pp 55-59 (2013)
This paper presents a set of validation experiments for the reconstruction of a cross-sectional particle concentration field in a transparent pipe filled with a fluid using optical tomography.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a7838218c18a90a2b15818c19d98d55e
https://www.drink-water-eng-sci.net/6/55/2013/
https://www.drink-water-eng-sci.net/6/55/2013/
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
Autor:
A.H. van Loon, E.J. Pieterse-Quirijns, E. van der Blom, H. Beverloo, E.J.M. Blokker, J.H.G. Vreeburg
Publikováno v:
Procedia Engineering 70 (2014)
Procedia Engineering, 70, 1334-1343
Procedia Engineering, 70, 1334-1343
Existing guidelines related to the water demand of non-residential buildings are outdated and do not cover hot water demand for the appropriate selection of hot water devices. Moreover, they generally overestimate peak demand values required for the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f985bdf4a1ffed5108d4793af395f5a8
https://research.wur.nl/en/publications/validation-of-non-residential-cold-and-hot-water-demand-model-ass
https://research.wur.nl/en/publications/validation-of-non-residential-cold-and-hot-water-demand-model-ass
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