"14020","7","archive","5",,,"disk0/00/01/40/20","2016-11-29 14:14:12","2021-08-27 17:28:08","2016-11-29 14:14:12","article",,,"show","","","2",,,"Wood","E.F.","","","AL0423","","",,,,,"","","Transient flow routing in channel networks","pub","","","prog_wat",,,"The formulation of a mathematical model to predict transient flows in hydraulic networks is presented. The network formulation consists of breaking the network up into a series of connected reaches; reducing the finite difference equations for each reach into two ‘reach’ equations; forming an exterior matrix consisting of the reach equations, external boundary conditions, and interior compatibility conditions; solving the external matrix for the end values of discharge and water surface elevation for all reaches; and back-substituting for all interior values. Examples presented include the James River, USA, estuary model (24 nodes and 26 reaches), the Cork Harbor, Ireland, estuary (13-reach double-looped network), and the Rio Bayamon basin, Puerto Rico. Results are very satisfactory when they are compared to known data.","1975-06","published","Wiley","doi:10.1029/WR011i003p00423",,,,,,"",,,,,"",,,,,"",,,,,"","",,"",,,,,,,"2525","none",,,,"Water Resources Research","11","3",,"423-430",,,,,,,,,,,"TRUE",,"00431397",,,,,,"","","","",,"","",,,,,,,"",,,,,"FALSE",,,"info:eu-repo/semantics/article",
"14020",,,,,,,,,,,,,,,,,,,"Harley","B.M.","","",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
"14020",,,,,,,,,,,,,,,,,,,"Perkins","F.E.","","",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,