3Pudar R S ,Liggett J A. Leaks in pipe networks [J]. Journal of Hydraulic Engineering ,ASCE, 1992,118(7) : 1031-1046.
4Vitkovsky J P,Liggett J A,Simpson A R,et al. Optimal measurement site locations for inverse transient analysis in pipe networks [J]. Journal of Water Resources Plan- ning and Management,ASCE ,2003 ,129 (6) :480-492.
5Wang X,Lambert M F ,Liggett J A,et al. Leak detection in pipelines using the damping of fluid transients[J]. Journal of Hydraulic Engineering,ASCE,2002,128 (7) : 697-711.
6Kapelan Z,Savic D A,Walters G A. Optimal sampling design methodologies forwater distribution model cali- bration[J]. Journal of Hydraulic Engineering,ASCE, 2005,131 (1) :190-200.
7Kapelan Z,Savic D,Walters G. A hybrid inverse tran- sient model for leakage detection and roughness calibration in pipe networks [J]. Journal of Hydraulic Research, 2003,41 (5) :481-492.
8Deb K, Agrawal S, Pratap A, et al.A fast elitist non-dominated sorting genetic algorithm for multi-objective optimization NSGA-II[EB/OL].http://eiteseerx.ist.psu.edu/viewdoc/summary?doi= 10.1.1.18.4257.
9Deb K,Pratap A,Agarwal S,et al.A fast and elitist multiobjec- tive genetic algorithm:NSGA-II[J].IEEE Transactions on Evolu- tionary Computation, 2002,6 (2) : 182-197.
10Wolpert D H,Macready W G.No free lunch theorems for opti- mization[J].IEEE Transactions on Evolutionary Computation, 1997,1 ( 1 ) : 67-82.