Zeng, W.Gong, J.Simpson, A.R.Cazzolato, B.S.Zecchin, A.C.Lambert, M.F.2023-07-122023-07-122020Journal of Water Resources Planning and Management, 2020; 146(5):04020021-1-04020021-110733-94961943-5452https://hdl.handle.net/2440/138897Abstract not availableen© 2020 American Society of Civil Engineers.Hydraulic transient; Impulse response function; Water hammer; Leak detection; Water distribution systemJournal article10.1061/(ASCE)WR.1943-5452.00011932023-07-10527772Zeng, W. [0000-0003-3525-0432]Gong, J. [0000-0002-6344-5993]Simpson, A.R. [0000-0003-1633-0111]Cazzolato, B.S. [0000-0003-2308-799X]Zecchin, A.C. [0000-0001-8908-7023]Lambert, M.F. [0000-0001-8272-6697]