Author(s): Imacdonald; Mjbaines; Nknichols
Linked Author(s):
Keywords: No Keywords
Abstract: A new method for computing the free surface profile for steady flow in an open channel is presented. The numerical scheme can solve trans-critical flows, automatically locating any hydraulic jumps or critical sections. Numerical results are given for a particular case, which are compared against the available exact solution.
Year: 1995