New approach for predicting flow bifurcation at right-angled open-channel junction

Journal of Hydraulic Engineering

Volumn 136, Issue 9, 2010, Pages 662-668

  Kesserwani, G ^a   Vazquez, J ^b   Riviere N ^c   Liang, Q ^a   Travin, G ^c   Mose R ^b  

^a NEWCASTLE UNIVERSITY   (United Kingdom)

^b UNIVERSITÉ DE STRASBOURG   (France)

^c LABORATOIRE DE MÉCANIQUE DES FLUIDES ET D ACOUSTIQUE   (France)

Author keywords

Bifurcations; Comparative studies; Flow numerical models; Open channel flow; Predictions; Weirs

Indexed keywords

COMPARATIVE STUDIES; CONSTANT FLOW; CREST HEIGHTS; DISCHARGE RATIO; EXPERIMENTAL DATA; FLOW NUMERICAL MODELS; GOVERNING EQUATIONS; INTERNAL BOUNDARY CONDITIONS; MAXIMUM ERROR; NUMERICAL SOLVERS; OPEN CHANNELS; PREDICTIONS; PRIOR KNOWLEDGE; ST. VENANT EQUATIONS; STRONG NONLINEARITY; SUBCRITICAL FLOW; THEORETICAL PREDICTION; TWO-DIMENSIONAL PATTERNS; 1D; COMPARISON; FLOW BIFURCATIONS; FLOW DIVISION; NEW APPROACHES; OPEN-CHANNEL JUNCTIONS; SIDE- WEIRS; ST VENANT; T JUNCTIONS;

BIFURCATION (MATHEMATICS); CONTROL NONLINEARITIES; FORECASTING; HYDRAULIC STRUCTURES; MATHEMATICAL MODELS; WEIRS; INTERSECTIONS; OPEN CHANNEL FLOW;

OPEN CHANNEL FLOW; FORECASTING;

BIFURCATION; BOUNDARY CONDITION; COMPARATIVE STUDY; ERROR ANALYSIS; EXPERIMENTAL STUDY; FLOW MODELING; FLOW PATTERN; NUMERICAL MODEL; OPEN CHANNEL FLOW; PREDICTION; THEORETICAL STUDY; TWO-DIMENSIONAL FLOW; WEIR;

EID: 80054729934     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000222     Document Type: Article

References (26)

1. Bermúdez A. Vázquez M.E. Upwind methods for hyperbolic conservation laws with source terms. Comput. Fluids 1994, 23(8):1049-1071. CPFLBI, 0045-7930, 10.1016/0045-7930(94)90004-3, and.
2. García-Navarro P. Alcrudo F. Priestley A. An implicit method for water flow modelling in channels and pipes. J. Hydraul. Res. 1994, 32(5):721-742. JHYRAF, 0022-1686, and.
3. Hager W.H. Lateral outflow over side weirs. J. Hydraul. Eng. 1987, 113(4):491-504. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1987)113:4(491).
4. Harten A. Hyman J.M. Self adjusting grid methods for one-dimensional hyperbolic conservation laws. J. Comput. Phys. 1983, 50(2):235-269. JCTPAH, 0021-9991, 10.1016/0021-9991(83)90066-9, and.
5. Hsu C.C. Tang C.J. Lee W.J. Shieh M.Y. Subcritical 90° equal-width open-channel dividing flow. J. Hydraul. Eng. 2002, 128(7):716-720. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2002)128:7(716), and.
6. Kesserwani G. Ghostine R. Vazquez J. Ghenaim A. Mosé R. One-dimensional simulation of supercritical flow at a confluence by means of a nonlinear junction model applied with the RKDG2 method. Int. J. Numer. Methods Fluids 2008b, 57(12):1695-1708. IJNFDW, 0271-2091, 10.1002/fld.1672, and.
7. Kesserwani G. Ghostine R. Vazquez J. Mosé R. Abdallah M. Ghenaim A. Simulation of subcritical flow at open-channel junction. Adv. Water Resour. 2008a, 31(2):287-297. AWREDI, 0309-1708, 10.1016/j.advwatres.2007.08.007, and.
8. Kesserwani G. Ghostine R. Vazquez J. Mosé R. Ghenaim A. Simulation unidimensionnelle de l'écoulement à surface libre avec un schema numérique TVD en discrétisation implicite et explicite. Houille Blanche 2007, 5:101-106. HOBLAB, 0018-6368, 10.1051/lhb:2007068, and.
9. Krishnappa G. Seetharamiah J. A new method for predicting the flow at a 90° branch channel. Houille Blanche 1963, 7:775-778. HOBLAB, 0018-6368, and.
10. Lakshmana-Rao N.S. Sridharan K. Division of flow in open channels. Irrig. Power 1967, 24(4):393-407. IRPWAA, 0367-9993, and.
11. Law S.W. Reynolds A.J. Dividing flow in an open channel. J. Hydr. Div. 1966, 92(2):207-231. JYCEAJ, 0044-796X, and.
12. Mignot E. Rivière N. Perkins R. Paquier A. Flow patterns in a four-branch junction with supercritical flow. J. Hydraul. Eng. 2008, 134(6):701-713. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2008)134:6(701), and.
13. Mizumura K. Discharge ratio of side outflow to supercritical channel flow. J. Hydraul. Eng. 2005, 131(9):821-824. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2005)131:9(821).
14. Mizumura K. Yamasaka M. Adachi J. Side outflow from supercritical channel flow. J. Hydraul. Eng. 2003, 129(10):769-774. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2003)129:10(769), and.
15. Rajaratnam N. Pattabiramiah K.R. A new method to predict flow in a branch channel. Irrig. Power 1960, IRPWAA, 0367-9993, and.
16. Ramamurthy A.S. Qu J. Vo D. Numerical and experimental study of dividing open-channel flows. J. Hydraul. Eng. 2007, 133(10):1135-1144. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2007)133:10(1135), and.
17. Ramamurthy A.S. Satish M.G. Division of flow in short open channel branches. J. Hydraul. Eng. 1988, 114(4):428-438. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1988)114:4(428), and.
18. Ramamurthy A.S. Tran D.M. Carballada B.L. Dividing flow in open channels. J. Hydraul. Eng. 1990, 116(3):449-456. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1990)116:3(449), and.
19. Rivière N. Perkins R.J. Chocat B. Lecus A. Flooding flows in city crossroads: 1D modelling and prediction. Water Sci. Technol. 2006, 54(6-7):75-82. WSTED4, 0273-1223, 10.2166/wst.2006.603, and (IWA).
20. Rivière N. Travin G. Perkins R.J. Transcritical flows in open channel intersections. Proc., 32nd IAHR Congress 2007, and (CD-ROM), Venice, Italy, IAHR, Paper SS05-11.
21. Roe P.L. Approximate Riemann solvers, parameter vectors, and difference schemes. J. Comput. Phys. 1981, 43(2):357-372. JCTPAH, 0021-9991, 10.1016/0021-9991(81)90128-5.
22. Sridhran K. Rao N.S. L. A new solution to division of flow in open channels. J. Inst. Eng. (India), Part AG 1966, 48(3):123-140. ZZZZZZ, 0257-3431, and.
23. Taylor E.H. Flow characteristics at rectangular open-channel junctions. ASCE Trans 1944, 109:893-912.
24. Tullis B.P. Young J.C. Chandler M.A. Head-discharge relationships for submerged labyrinth weirs. J. Hydraul. Eng. 2007, 133(3):248-254. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2007)133:3(248), and.
25. Villemonte J. Submerged-weir discharge studies. Eng. News-Rec. 1947, 139(26):54-56. ENREAU, 0013-807X.
26. Yee H.C. Construction of explicit and implicit symmetric TVD schemes and their applications. J. Comput. Phys. 1987, 68(1):151-179. JCTPAH, 0021-9991, 10.1016/0021-9991(87)90049-0.