Numerical computations of critical flow over a weir

Author:

O'Carroll M. J.,Toro E. F.

Publisher

Wiley

Subject

Applied Mathematics,Computer Science Applications,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference11 articles.

1. Fold and cusp catastrophes for critical flow in hydraulics

2. Relaxation methods applied to engineering problems XII. Fluid motions characterized by 'free' stream-lines

3. Finite element method applied to analysis of flow over a spillway crest

4. ‘A finite element solution for critical flow over a weir’, Proc. 3rd International Conference on Finite Elements in Flow Problems, Banff, Alberta, Canada, 1980.

5. and , ‘Water waves: a time-varying unlinearised boundary element approach’, Proc. 4th Int. Symp. Finite Element Methods in Flow Problems, University of Tokyo Press, 1982, pp 923-923.

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1. Safety Evaluation of Movable Weirs for Drainage of Underflow Water;Journal of the Korean Society of Hazard Mitigation;2023-08-31

2. FINITE ELEMENT SOLUTION OF A MODEL FREE SURFACE PROBLEM BY THE OPTIMAL SHAPE DESIGN APPROACH;International Journal for Numerical Methods in Engineering;1997-04-30

3. NUMERICAL COMPUTATION OF CRITICAL FLOW OVER A SPILLWAY BY MEANS OF MINIMIZATION OF VIOLATION OF NEGATIVE CURVATURE CONDITION;International Journal for Numerical Methods in Fluids;1996-02-15

4. Numerical solution of Bernoulli-type free boundary value problems by variable domain method;International Journal for Numerical Methods in Engineering;1994-12-30

5. Computer-aided spillway design using the boundary element method and non-linear programming;International Journal for Numerical Methods in Fluids;1991-09-05

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