Abstract
| Lingua originale | English |
|---|---|
| Numero di pagine | 7 |
| Stato di pubblicazione | Published - 2009 |
Fingerprint
Cita questo
Modelling analysis of distribution network filling process during intermittent supply. / Notaro, Vincenza; Fontanazza, Chiara Maria; Napoli, Enrico; La Loggia, Goffredo; Freni, Gabriele; De Marchis, Mauro.
2009.Risultato della ricerca: Other
}
TY - CONF
T1 - Modelling analysis of distribution network filling process during intermittent supply
AU - Notaro, Vincenza
AU - Fontanazza, Chiara Maria
AU - Napoli, Enrico
AU - La Loggia, Goffredo
AU - Freni, Gabriele
AU - De Marchis, Mauro
PY - 2009
Y1 - 2009
N2 - The paper presents the modeling results of the filling process of a water distribution network subjected to intermittent supply. The local tanks built by users for reducing their vulnerability to intermittent supply increase user water demand at the beginning of the service period and the time required for completely fill the network. Such a delicate process is responsible of the inequalities taking part among users. Users located in advantaged positions can receive water resources soon after the beginning of the service period while disadvantaged users have to wait until the network is full. Such an highly dynamic process requires ad-hoc models to be developed in order to obtain reliable results. The paper reports a numerical model able to evaluate this complex process and its application to a real Italian case study. The model provided good agreement with calibration data and allowed for an interesting insight in network filling process.
AB - The paper presents the modeling results of the filling process of a water distribution network subjected to intermittent supply. The local tanks built by users for reducing their vulnerability to intermittent supply increase user water demand at the beginning of the service period and the time required for completely fill the network. Such a delicate process is responsible of the inequalities taking part among users. Users located in advantaged positions can receive water resources soon after the beginning of the service period while disadvantaged users have to wait until the network is full. Such an highly dynamic process requires ad-hoc models to be developed in order to obtain reliable results. The paper reports a numerical model able to evaluate this complex process and its application to a real Italian case study. The model provided good agreement with calibration data and allowed for an interesting insight in network filling process.
KW - intermittent supply
KW - method of characteristics
KW - network filling process
UR - http://hdl.handle.net/10447/36152
M3 - Other
ER -