BURGERS' EQUATION MODEL FOR UNSTEADY FLOW IN OPEN CHANNELS

Journal of Hydraulic Engineering

Volumn 124, Issue 5, 1998, Pages 509-512

  Onizuka, Kotaro ^a   Odaf, Samuel Nii ^a  

^a TOKYO UNIVERSITY OF AGRICULTURE AND TECHNOLOGY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

OPEN CHANNEL FLOW; WATER RESOURCES;

BURGER'S EQUATIONS; CONSERVATION OF MOMENTUM; EQUATION MODELS; FINITE LENGTH; FIXED BOUNDARIES; FLOW DEPTH; OPEN CHANNELS; SMALL PERTURBATIONS; ST. VENANT EQUATIONS; UNIFORM FLOW;

FLOW VELOCITY;

EID: 0032072616     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1998)124:5(509)     Document Type: Article

References (5)

1. Chaudhry, M. H., and Mays, L. W. (1994). Computer modeling offreesurface and pressurizedflows. Kluwer Academic Publishers, Dordrecht, The Netherlands.
2. Chow, V. T. (1959). Open-channel hydraulics. McGraw-Hill, Inc., New York, N.Y.
3. Kubo, N., and Shimura, H. (1988). "Theoretical analysis of transient phenomena of conveyance waves with small Froude number." Trans. Japan Soc. of Irrigation. Drainage and Reclamation Engrg. No. 138, 25-36 (in Japanese).
4. Whitham, G. B. (1974). Linear and nonlinear waves. John Wiley & Sons, Inc., New York, N.Y.
5. Yabe, T., and Aoki, T. (1991). "A universal solver for hyperbolic equations by cubic-interpolation I. One-dimensional solver." Comput. Phys. Commun., 66, 219-232.