Authors
Kourosh Behzadian, Zoran Kapelan, Govindarajan Venkatesh, Helge Brattebø, Sveinung Sægrov, Envangelos Rozos, Christos Makropoulos, Rita Ugarelli, Jadranka Milina, L Hem
Publication date
2014/1/1
Journal
Procedia Engineering
Volume
70
Pages
113-122
Publisher
No longer published by Elsevier
Description
This paper presents a new “WaterMet2” model for integrated modelling of an urban water system (UWS). The model is able to quantify the principal water flows and other main fluxes in the UWS. The UWS in WaterMet2 is characterised using four different spatial scales (indoor area, local area, subcatchment and system area) and a daily temporal resolution. The main subsystems in WaterMet2 include water supply, water demand, wastewater and cyclic water recovery. The WaterMet2 is demonstrated here through modelling of the urban water system of Oslo city in Norway. Given a fast population growth, WaterMet2 analyses a range of alternative intervention strategies including ‘business as usual’, addition of new water resources, increased rehabilitation rates and water demand schemes to improve the performance of the Oslo UWS. The resulting five intervention strategies were compared with respect to some …
Total citations
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Scholar articles
K Behzadian, Z Kapelan, G Venkatesh, H Brattebø… - Procedia Engineering, 2014