AbstractPressure control strategy through Pressure Reducing Valves (PRV) has been deeply investigated as management strategy, aimed at water leakages reduction avoiding very expensive pipe replacement programs. On the contrary, few experimental data are available in literature, with regard to PRV transient behavior in terms of its response to incoming pressure waves, as well as the time required for achieving the pressure set point. In this paper, the results of some experimental tests are presented. The PRV is installed in a single high density polyethylene pipe and transients are generated by operating the downstream end valve. Two types of tests are considered: a partial valve closure and opening simulating a water demand decrease and in...
Pressure reducing valves (PRVs) effectiveness for water distribution networks’ (WDNs’) optimal press...
The dynamic characteristics determine variations of the inlet pressure in front of the ...
The analysis of water distribution networks has to take into account the variability of users’ water...
AbstractPressure control strategy through Pressure Reducing Valves (PRV) has been deeply investigate...
Abstract A pressure reducing valve (PRV) regulates the outlet pressure regardless of ...
AbstractPressure control strategy through Pressure Reducing Valves (PRVs) has been deeply investigat...
The file attached to this record is the author's final peer reviewed version.9 This paper explains t...
Pressure Reducing Valves (PRV) play a critical role in Water Distribution Networks (WDN): they regul...
Open Access articlePressure reducing valves (PRVs) are widely used in water distribution systems to ...
The use of pressure control to reduce leakage is well known. The benefit is significantly increased ...
AbstractA pressure reducing valve (PRV) consists of a main valve and a PRV controller which senses t...
This paper provides an insight into behavior and effects of pressure reducing valves (PRVs) and of v...
Pressure-reducing valves (PRVs) are often used in water distribution networks (WDNs) to regulate pre...
The effectiveness of pressure-reducing valves (PRVs) for optimal pressure management of water distri...
The file attached to this record is the author's final peer reviewed version. The Publisher's final ...
Pressure reducing valves (PRVs) effectiveness for water distribution networks’ (WDNs’) optimal press...
The dynamic characteristics determine variations of the inlet pressure in front of the ...
The analysis of water distribution networks has to take into account the variability of users’ water...
AbstractPressure control strategy through Pressure Reducing Valves (PRV) has been deeply investigate...
Abstract A pressure reducing valve (PRV) regulates the outlet pressure regardless of ...
AbstractPressure control strategy through Pressure Reducing Valves (PRVs) has been deeply investigat...
The file attached to this record is the author's final peer reviewed version.9 This paper explains t...
Pressure Reducing Valves (PRV) play a critical role in Water Distribution Networks (WDN): they regul...
Open Access articlePressure reducing valves (PRVs) are widely used in water distribution systems to ...
The use of pressure control to reduce leakage is well known. The benefit is significantly increased ...
AbstractA pressure reducing valve (PRV) consists of a main valve and a PRV controller which senses t...
This paper provides an insight into behavior and effects of pressure reducing valves (PRVs) and of v...
Pressure-reducing valves (PRVs) are often used in water distribution networks (WDNs) to regulate pre...
The effectiveness of pressure-reducing valves (PRVs) for optimal pressure management of water distri...
The file attached to this record is the author's final peer reviewed version. The Publisher's final ...
Pressure reducing valves (PRVs) effectiveness for water distribution networks’ (WDNs’) optimal press...
The dynamic characteristics determine variations of the inlet pressure in front of the ...
The analysis of water distribution networks has to take into account the variability of users’ water...