Simulation of subcritical flow at open-channel junction

Advances in Water Resources

Volumn 31, Issue 2, 2008, Pages 287-297

  Kesserwani, Georges ^a,b   Ghostine, Rabih ^a,b   Vazquez, José ^a   Mosé, Robert ^a   Abdallah, Maher ^c   Ghenaim, Abdellah ^b  

^a UNIVERSITÉ DE STRASBOURG   (France)

^b INSA DE STRASBOURG   (France)

^c LEBANESE UNIVERSITY   (Lebanon)

Author keywords

Boundary conditions; Combining models; One dimensional; Open channel network; Steady and transient; Subcritical

Indexed keywords

BOUNDARY CONDITIONS; FROUDE NUMBER; MATHEMATICAL MODELS; NONLINEAR EQUATIONS; STEADY FLOW;

COMBINING MODELS; OPEN-CHANNEL JUNCTION; SUBCRITICAL FLOW;

OPEN CHANNEL FLOW;

BOUNDARY CONDITIONS; FROUDE NUMBER; MATHEMATICAL MODELS; NONLINEAR EQUATIONS; OPEN CHANNEL FLOW; STEADY FLOW;

BOUNDARY CONDITION; CRITICAL FLOW; FROUDE NUMBER; MODELING; OPEN CHANNEL FLOW; STEADY FLOW; TRANSIENT FLOW;

EID: 37049010774     PISSN: 03091708     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advwatres.2007.08.007     Document Type: Article

References (23)

1. Akan A.O., and Yen B.C. Diffusion-wave flood routing in channel networks. ASCE J Hydr Div 107 6 (1981) 719-732
2. Aral M.M., Zhang Y., and Jin S. Application of relaxation scheme to wave-propagation simulation in open-channel networks. ASCE J Hydr Eng 124 11 (1998) 1125-1133
3. Bermudez A., and Vazquez M.E. Upwind methods for hyperbolic conservation laws with source terms. Comput Fluids 23 8 (1994) 1049-1071
4. Best J.L., and Reid I. Separation zone at open-channel junctions. ASCE J Hydr Eng 110 11 (1984) 1588-1594
5. Chow V.T. Open-channel hydraulics (1959), McGraw-Hill, New York
6. Courant R., Friedrichs K., and Lewy H. Über die partiellen Differenzengleichungen der hematischen Physik. Math Ann 100 1 (1928) 32-74
7. Cunge J.A., Holly F.M., and Verwey A. Practical aspects of computational river hydraulics (1980), Pitman, London
8. Danish Hydraulic Institute, MIKE 21 Short description. Hørsholm, Denmark, 1995.
9. Danish Hydraulic Institute, MOUSE user manual, Version 3.3. Høersholm, Denmark, 1995.
10. Garci{dotless}́a-Navarro P., and Savirón J.M. McCormack's method for the numerical simulation of one-dimensional discontinuous unsteady open-channel flow. J Hydr Res 30 1 (1992) 95-105
11. Gurram S.K., Karki K.S., and Hager W.H. Subcritical junction flow. ASCE J Hydr Eng 123 5 (1997) 447-455
12. Hager W.H. Discussion of "Separation zone at open-channel junctions, by JL Best and I Reid". ASCE J Hydr Eng 113 4 (1987) 539-543
13. Wallingford H.R. Hydroworks. Infoworks Software (1998), Wallingford, Oxfordshire, UK
14. Hsu C.C., Lee W.J., and Chang C.H. Subcritical open-channel junction flow. ASCE J Hydr Eng 124 8 (1998) 847-855
15. Hsu C.C., Wu F.S., and Lee W.J. Flow at 90° equal-width open-channel junction. ASCE J Hydr Eng 124 2 (1998) 186-191
16. Insavalor and Sogreah, Canoe: logiciel d'hydrologie urbaine, conception et évaluation de réseaux d'assainissement, simulation des pluies, des écoulements et de la qualité des eaux. Manuel de l'utilisateur, 1997.
17. Modi P.N., Ariel P.D., and Dandekar M.M. Conformal mapping for channel junction flow. ASCE J Hydr Div 107 12 (1981) 1713-1733
18. Ramamurthy A.S., Carballada L.B., and Tran D.M. Combining open-channel flow at right-angled junctions. ASCE J Hydr Eng 114 12 (1988) 1449-1460
19. Roe P.L. Approximate Riemann solvers, parameter vectors, and difference schemes. J Comput Phys 43 (1981) 357-372
20. Shabayek S., Steffler P., and Hicks F. Dynamic model for subcritical combining flows in channel junctions. ASCE J Hydr Eng 128 9 (2002) 821-828
21. Taylor E.H. Flow characteristics at rectangular open-channel junctions. ASCE Trans 109 (1944) 893-912 [Paper No. 2223]
22. Webber N.B., and Greated C.A. An investigation of flow behaviour at the junction of rectangular channels. Proc Inst Civil Eng 34 (1966) 321-334 [London]
23. Zhang Y. Simulation of open-channel network flows using finite element approach. Commun Nonlinear Sci Num Simul 10 5 (2005) 467-478