Application of several depth-averaged turbulence models to simulate flow in vertical slot fishways

Journal of Hydraulic Engineering

Volumn 133, Issue 2, 2007, Pages 160-172

  Cea, L ^a   Pena, L ^a   Puertas, J ^a   Vazquez Cendon M E ^b   Pena E ^a  

^a UNIVERSITY OF A CORUÑA   (Spain)

^b UNIVERSITY OF SANTIAGO DE COMPOSTELA   (Spain)

Author keywords

Fish habitats; Hydraulic structures; Simulation models; Turbulent flow

Indexed keywords

ALGEBRA; COMPUTER SIMULATION; FISHWAYS; FLOW PATTERNS; HYDRAULIC STRUCTURES; STRESSES; TURBULENCE;

ALGEBRAIC STRESS MODEL; REYNOLDS STRESSES; SHALLOW WATER MODEL; TURBULENCE MODEL;

TURBULENT FLOW;

ALGEBRA; COMPUTER SIMULATION; FISHWAYS; FLOW PATTERNS; HYDRAULIC STRUCTURES; STRESSES; TURBULENCE; TURBULENT FLOW;

FLOW PATTERN; HYDRAULIC STRUCTURE; REYNOLDS NUMBER; SHALLOW WATER; SIMULATION; TURBULENT FLOW; TWO-DIMENSIONAL FLOW;

EID: 33846405654     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2007)133:2(160)     Document Type: Article

References (31)

1. Babarutsi, S., and Chu, V. H. (1991). "A two-length-scale model for quasi-two-dimensional turbulent shear flows." Proc., 24th Congress of IAHR, Vol. C, Madrid, Spain, 51-60.
2. Babarutsi, S., Nassiri, M., and Chu, V. H. (1996). "Computation of shallow recirculating flow dominated by friction." J. Hydraul. Eng. JHEND80733-942910.1061/(ASCE)0733-9429(1996)122:7(367), 122(7), 367-372.
3. Berger, M., Aftosmis, M. J., and Murman, S. M. (2005). "Analysis of slope limiters on irregular grids, AIAA-2005-0490." 43rd AIAA Aerospace Sciences Meeting, Reno, Nev.
4. Bermúdez, A., and Vázquez-Cendón, M. E. (1994). "Upwind methods for hyperbolic conservation laws with source terms." Comput. Fluids CPFLBI0045-793010.1016/0045-7930(94)90004-3, 23(8), 1049-1071.
5. Brufau, P., Vázquez-Cendón, M. E., and García-Navarro, P. (2002). "A numerical model for the flooding and drying of irregular domains." Int. J. Numer. Methods Fluids IJNFDW0271-209110.1002/fld.285, 39(3), 247-275.
6. Cea, L., Ferreiro, A., Vázquez-Cendón, M. E., and Puertas, J. (2004). "Experimental and numerical analysis of solitary waves generated by bed and boundary movements." Int. J. Numer. Methods Fluids IJNFDW0271-209110.1002/fld.774, 46(8), 793-813.
7. Chacón, T., Fernández, E. D., and Domínguez, A. (2004). "Well balanced schemes for shallow water equations with sediment transport." Proc., 4th European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS, Jyväskylä, Finland.
8. Clay, C. H. (1995). Design of fishways and other fish facilities, Lewis, Boca Ratón, Fla.
9. Davidson, L. (1993). "Implementation of a κ-ε model and a Reynolds stress model into a multiblock code." Technical Rep. CRS4-APPMATH-93-21, Applied Mathematics and Simulation Group CRS4, Cagliary, Italy.
10. Dodd, N. (1998). "Numerical model of wave run-up, overtopping, and regeneration." J. Waterway, Port, Coastal, Ocean Eng. JWPED50733-950X10.1061/(ASCE)0733-950X(1998)124:2(73), 124(2), 73-81.
11. Durbin, P. (1996). "On the κ-ε stagnation point anomaly." Int. J. Heat Fluid Flow IJHFD20142-727X10.1016/ 0142-727X(95)00073-Y, 17, 89-90.
12. Enders, E. C., Boisclair, D., and Roy, A. G. (2003). "The effect of turbulence on the cost of swimming for juvenile Atlantic salmon." Can. J. Fish. Aquat. Sci. CJFSDX0706-652X10.1139/f03-101, 60(9), 1149-1160.
13. Jia, Y., and Wang, S. S. Y. (1999). "Numerical model for channel flow and morphological change studies." J. Hydraul. Eng. JHEND80733-942910.1061/(ASCE)0733-9429(1999)125:9(924), 125(9), 924-933.
14. Jones, W. P., and Launder, B. (1972). "The prediction of laminarization with a two-equation model of turbulence." Int. J. Heat Mass Transfer IJHMAK0017-931010.1016/0017-9310(72)90076-2, 15, 301-314.
15. Larinier, M., Porcher, J. P., Travade, F., and Gosset, C. (1998). Passes a Poissons. Expertise conception des ouvrages de franchissement, Collection Mise Au Point Conseil Superior de la Péache, Paris.
16. Launder, B., Reece, G., and Rodi, W. (1975). "Progress in the development of a Reynolds-stress turbulence closure." J. Fluid Mech. JFLSA70022-112010.1017/S0022112075001814, 68, 537-566.
17. Menter, F. R. (1993). "Zonal two-equation κ-ω turbulence models for aerodynamic flows, AIAA paper 93-2906." 24th Fluid Dynamics Conf., Orlando, Fla.
18. Molls, T., and Chaudhry, M. H. (1995). "Depth-averaged open-channel flow model." J. Hydraul. Eng. JHEND80733-942910.1061/ (ASCE)0733-9429(1995)121:6(453), 121(6), 453-465.
19. Pena, L., Cea, L., and Puertas, J. (2004). "Turbulent flow: An experimental analysis in vertical slot fishways." 5th Int. Symp. on Ecohydraulics, Madrid, Spain, IAHR, Madrid, Spain, 881-888.
20. Playán, E., Walker, W. R., and Merkley, G. P. (1994). "Two-dimensional simulation of basin irrigation. I: Theory." J. Irrig. Drain. Eng.JIDEDH0733-943710.1061/ (ASCE)0733-9437(1994)120:5(837), 120(5), 837-856.
21. Powers, P., and Orsborn, J. (1984). "New concepts in fish ladder design: Analysis of barriers to upstream fish migration. Volume IV of IV: Investigation of the physical and biological conditions affecting fish passage success at culverts and waterfalls. Final Rep. 1982-1984." BPA Rep. DOE/BP-36523-1 Project No. 198201400, Bonneville Power Administration.
22. Puertas, J., Pena, L., and Teijeiro, T. (2004). "An experimental approach to the hydraulics of vertical slot fishways." J. Hydraul. Eng. JHEND80733-942910.1061/(ASCE)0733-9429(2004)130:1(10), 130(1), 10-23.
23. Rajaratnam, N., Katopodis, C., and Solanski, S. (1992). "New designs for vertical slot fishways." Can. J. Civ. Eng.CJCEB80315-1468, 19(3), 402-414.
24. Rajaratnam, N., van der Vinne, G., and Katopodis, C. (1986). "Hydraulics of vertical slot fishways." J. Hydraul. Eng. JHEND80733-9429, 112(10), 909-927.
25. Rastogi, A. K., and Rodi, W. (1978). "Predictions of heat and mass transfer in open channels." J. Hydr. Div. JYCEAJ0044-796X, 104(3), 397-420.
26. Rodi, W. (1980). Turbulence models and their applications in hydraulics-A state-of-the-art review, The Netherlands International Association of Hydraulic Research, Delft, The Netherlands.
27. Roe, P. L. (1986). "Discrete models for the numerical analysis of time-dependent multidimensional gas dynamics." J. Comput. Phys. JCTPAH0021-999110.1016/0021-9991(86)90204-4, 63, 458-476.
28. Sleigh, P. A., Gaskell, P. H., Berzins, M., and Wright, N. G. (1998). "An unstructured finite-volume algorithm for predicting flow in rivers and estuaries." Comput. Fluids CPFLBI0045-793010.1016/ S0045-7930(97)00071-6, 27(4), 479-508.
29. Toro, E. F. (1999). Riemann solvers and numerical methods for fluid dynamics. 2nd Ed., Springer, New York.
30. Toro, E. F. (2001). Shock-capturing methods for free-surface shallow flows, Wiley, Chichester, U.K.
31. Winterwerp, J. C., Wang, Z. B., van Kester, A. T. M., and Verweij, J. F. (2002). "Far-field impact of water injection dredging in the Crouch River." Proc. Inst. Civ. Eng., Water Maritime Eng., 154(4), 285-296.