TY - GEN
T1 - Detection of Leakage in Pipe Networks Using Transient and Simulated Annealing
AU - Lin, Chao Chih
AU - Yeh, Hund-Der
PY - 2014/1/1
Y1 - 2014/1/1
N2 - A new approach of inverse transient analysis, called LDSA, is proposed to detect leaks in pipe networks based on the combination of transient flow simulations and simulated annealing. Through this method, the information of steady-state head distribution is first determined by a pipe network analysis model called PNSA. The downstream valve is suddenly closed to generate a transient event, and the method of characteristics is applied to simulate the transient flow. Then, the optimization technique, simulated annealing (SA), is used to solve the nonlinear problem with a least-squares criterion objective function. A synthetic pipe network system is considered, and two cases are chosen to test the performance of LDSA in numerical experiments. In the case studies, the LDSA demonstrates that the leak locations and orifices in the synthetic network can be accurately identified. The new approach is effective to estimate the leakage and orifice size in these two cases. The results show successful applications and promising features of the proposed method.
AB - A new approach of inverse transient analysis, called LDSA, is proposed to detect leaks in pipe networks based on the combination of transient flow simulations and simulated annealing. Through this method, the information of steady-state head distribution is first determined by a pipe network analysis model called PNSA. The downstream valve is suddenly closed to generate a transient event, and the method of characteristics is applied to simulate the transient flow. Then, the optimization technique, simulated annealing (SA), is used to solve the nonlinear problem with a least-squares criterion objective function. A synthetic pipe network system is considered, and two cases are chosen to test the performance of LDSA in numerical experiments. In the case studies, the LDSA demonstrates that the leak locations and orifices in the synthetic network can be accurately identified. The new approach is effective to estimate the leakage and orifice size in these two cases. The results show successful applications and promising features of the proposed method.
UR - http://www.scopus.com/inward/record.url?scp=84935417475&partnerID=8YFLogxK
U2 - 10.1061/9780784413548.041
DO - 10.1061/9780784413548.041
M3 - Conference contribution
AN - SCOPUS:84935417475
T3 - World Environmental and Water Resources Congress 2014: Water Without Borders - Proceedings of the 2014 World Environmental and Water Resources Congress
SP - 383
EP - 390
BT - World Environmental and Water Resources Congress 2014
A2 - Huber, Wayne C.
A2 - Huber, Wayne C.
PB - American Society of Civil Engineers (ASCE)
T2 - World Environmental and Water Resources Congress 2014: Water Without Borders
Y2 - 1 June 2014 through 5 June 2014
ER -