TY - GEN
T1 - A simulation study of stochastic water demands on distribution system transport and water quality over a large "all-Pipe" network system
AU - Yang, Xueyao
AU - Boccelli, Dominic L.
PY - 2012
Y1 - 2012
N2 - A non-homogeneous Poisson Rectangular Pulse model (PRPsym) was used to generate stochastic water demands for a large "all-pipes" distribution system and then linked with EPANETto simulate the inherent impacts of water demand variability on the transport and water quality at three different levels of temporal demand aggregation(e.g., 1hour, 10-minute, and 1-minute). The simulation was modeled by "a short duration conservative chemical injection" event, which was injected into the network at two source nodes for three hours. Water quality simulations were performed by using the EPANET toolkit for a 5-day simulation. Simulated chemical concentration were collected at each minute for all nodes at the three different levels of temporal aggregations and the cumulative mass loading transported to each node was calculated. Results suggested meaningful differences in the arrival time and the time to reach half of the maximum mass loadings of the chemical across spatially diverse regions of the system with decreasing temporal aggregation scale. The results from this study provide invaluable information for understanding current modeling limitations and for improving existing modeling techniques to enhance the industry's ability to investigate multiple water quality applications with increased confidence.
AB - A non-homogeneous Poisson Rectangular Pulse model (PRPsym) was used to generate stochastic water demands for a large "all-pipes" distribution system and then linked with EPANETto simulate the inherent impacts of water demand variability on the transport and water quality at three different levels of temporal demand aggregation(e.g., 1hour, 10-minute, and 1-minute). The simulation was modeled by "a short duration conservative chemical injection" event, which was injected into the network at two source nodes for three hours. Water quality simulations were performed by using the EPANET toolkit for a 5-day simulation. Simulated chemical concentration were collected at each minute for all nodes at the three different levels of temporal aggregations and the cumulative mass loading transported to each node was calculated. Results suggested meaningful differences in the arrival time and the time to reach half of the maximum mass loadings of the chemical across spatially diverse regions of the system with decreasing temporal aggregation scale. The results from this study provide invaluable information for understanding current modeling limitations and for improving existing modeling techniques to enhance the industry's ability to investigate multiple water quality applications with increased confidence.
KW - Monte Carlo simulation
KW - chemical intrusion
KW - transport
KW - water demand variability
UR - http://www.scopus.com/inward/record.url?scp=84862957261&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84862957261&partnerID=8YFLogxK
U2 - 10.1061/41203(425)127
DO - 10.1061/41203(425)127
M3 - Conference contribution
AN - SCOPUS:84862957261
SN - 9780784412039
T3 - Water Distribution Systems Analysis 2010 - Proceedings of the 12th International Conference, WDSA 2010
SP - 1425
EP - 1435
BT - Water Distribution Systems Analysis 2010 - Proceedings of the 12th International Conference, WDSA 2010
T2 - 12th Annual International Conference on Water Distribution Systems Analysis 2010, WDSA 2010
Y2 - 12 September 2010 through 15 September 2010
ER -