DISCUSSIONS AND CLOSURES
Apr 1, 2001

Advances in Calculation Methods for Supercritical Flow in Spillway Channels

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Publication: Journal of Hydraulic Engineering
Volume 127, Issue 4
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References

1.
Beffa, C. ( 1994). “Praktische Lösung der tiefengemittelten Flachwassergleichungen.” Doctoral thesis 10870, ETH, Zurich.
2.
Brooks, A. N., and Hughes, T. J. R. ( 1982). “Streamline upwind/Petrov-Galerkin formulation for convection dominated flows with particular emphasis on the incompressible Navier-Stokes equations.” Comput. Methods Appl. Mech. Engrg., 32, 199–259.
3.
Hughes, T., Franca, L., and Hulbert, G. ( 1989). “A new finite element formulation for computation fluid dynamics: VIII. The Galerkin/least-squares method for advective-diffusion equations.” Comput. Methods Appl. Mech. Engrg., 73, 173–189.
4.
Ippen, A. ( 1943). “Gas-wave analogies in open channel flow.” Prod., 2nd Hydr. Conf., Bull. No. 27, Studies in Engineering, University of Iowa, Iowa City, Iowa, 248–265.
5.
Ippen, A., and Dawson, J. ( 1951). “Design of channel contractions: High velocity flow in open channels (symposium).” Trans. ASCE, 116, 326–346.
6.
Jiménez, O. F., and Chaudhry, M. H. (1988). “Computation of supercritical free surface flows.”J. Hydr. Engrg., ASCE, 114(4), 377–395.
7.
Krüger, S., Bürgisser, M., and Rutschmann, P. ( 1998). “Advances in calculating supercritical flow in spillway contractions.” Hydroinformatics '98, V. Babovic and L. C. Larsen, eds., Copenhagen, Vol. 1, 163–170.
8.
Näf, D. ( 1997). “Numerische Simulation von Stosswellen in Freispiegelströmungen.” Doctoral thesis 11968, ETH, Zurich.
9.
Rahman, M., and Chaudhry, M. H. (1997). “Computation of flow in open-channel transitions.”J. Hydr. Res., Delft, The Netherlands, 35(2), 243–256.
10.
Steffler, P., and Jin, Y.-C. (1993). “Depth-averaged and moment equations for moderately shallow free surface flow.”J. Hydr. Res., Delft, The Netherlands, 31(1), 5–17.
11.
Täubert, U. ( 1974). “The design of spillway contractions using computer simulation.” Water Power, 26(8), 282–287.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 127Issue 4April 2001
Pages: 328 - 330

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Published online: Apr 1, 2001
Published in print: Apr 2001

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Res. Sci., VAW, ETH-Zentrum, CH-8092 Zurich, Switzerland.
Sr. Res. Engrg., VAW, ETH-Zentrum, CH-8092 Zurich, Switzerland.
Prof., Ctr. for Math. Modelling and Flow Anal., Manchester Metropolitan Univ., Manchester M1 5GD, U.K.
Sr. Lect., Ctr. for Math. Modelling and Flow Anal., Manchester Metropolitan Univ., Manchester, U.K.
Sr. Lect., Ctr. for Math. Modelling and Flow Anal., Manchester Metropolitan Univ., Manchester, U.K.

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