AbstractA method of characteristics-based computational model of a straight reservoir/pipe/valve system was created as a very simple rep- resentation of a small residential water distribution system. The model was used to assess transient modelling and analysis errors which occur due to demand aggregation and uncertainty. The effect of aggregating demand from the small network of residences was investigated and found to be most significant when the number and distribution of the demands was randomly varied. The inclusion of service connection pipes was also investigated; in this case leading to a higher peak head and a phase-shift in the head oscillations, which increased over time; this demonstrates the importance of modelling complete sys...
The allocation of water demand to nodes is compared with uniformly distributed demand along a pipeli...
Uncertainty about the status of valves in a water distribution system, or the existence of total blo...
Water demands are the main random factor that conditions flow variability within drinking water supp...
AbstractA method of characteristics-based computational model of a straight reservoir/pipe/valve sys...
AbstractThe effect of demand uncertainty in water distribution systems (WDS) is a key problem, espec...
Water distribution systems (WDS) are critical infrastructures that should be designed to work proper...
AbstractThe common existence of pressure transients in operational water distribution systems (WDS) ...
The common existence of pressure transients in operational water distribution systems (WDS) requires...
AbstractThe use of water distribution network (WDN) models is an extended practice [13]. Confidence ...
The use of water distribution network (WDN) models is an extended practice [13]. Confidence on decis...
Water distribution networks are traditionally modelled, designed and managed assuming steady flow co...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
AbstractWater distribution systems typically contain large numbers of pipes joining sources of suppl...
An “all pipes” hydraulic model of a drinking water distribution system was constructed with two type...
AbstractThe use of water distribution network (WDN) models is an extended practice [13]. Confidence ...
The allocation of water demand to nodes is compared with uniformly distributed demand along a pipeli...
Uncertainty about the status of valves in a water distribution system, or the existence of total blo...
Water demands are the main random factor that conditions flow variability within drinking water supp...
AbstractA method of characteristics-based computational model of a straight reservoir/pipe/valve sys...
AbstractThe effect of demand uncertainty in water distribution systems (WDS) is a key problem, espec...
Water distribution systems (WDS) are critical infrastructures that should be designed to work proper...
AbstractThe common existence of pressure transients in operational water distribution systems (WDS) ...
The common existence of pressure transients in operational water distribution systems (WDS) requires...
AbstractThe use of water distribution network (WDN) models is an extended practice [13]. Confidence ...
The use of water distribution network (WDN) models is an extended practice [13]. Confidence on decis...
Water distribution networks are traditionally modelled, designed and managed assuming steady flow co...
Water demand, that is perhaps the main process governing Water Distribution Systems (WDS), is affect...
AbstractWater distribution systems typically contain large numbers of pipes joining sources of suppl...
An “all pipes” hydraulic model of a drinking water distribution system was constructed with two type...
AbstractThe use of water distribution network (WDN) models is an extended practice [13]. Confidence ...
The allocation of water demand to nodes is compared with uniformly distributed demand along a pipeli...
Uncertainty about the status of valves in a water distribution system, or the existence of total blo...
Water demands are the main random factor that conditions flow variability within drinking water supp...