5Colebrook C F.Turbulent flow in pipes with particular reference to the transition region between smooth and rough pipe. Journal of Civil Engineering . 1939
6Moody L F.Friction factors for pipe flow. Transactions of the American Society of Mechanical Engineers . 1944
9KAPELAN Z S,SAVIC D A,WALTERS G A.Optimal sampling design methodologies for water distribution model calibration[J].Journal of Hydraulic Engineering,2005,131(3):190-200.
10GRECO M,GIUDICE G D.New approach to water distribution network calibration[J].Journal of Hydraulic Engineering,1999,125(8):849-854.
3PERELMAN L, OSTFELD A. Water distribution systems simplificationsthrough clustering [J]. Journal of Water Resources Planning andManagement,2012,18(3):218-228.
4ZHANG Jun, CHUNG H S H, HU B J.Adaptive probabilities of crossover and mutation in genetic algorithms [J].IEEE Trans Syst Man and Cybernetics,1994,24(4):656-667.
