Inertia effects in bed-load transport models

Canadian Journal of Civil Engineering

Volumn 36, Issue 10, 2009, Pages 1587-1597

  Zech, Y ^a   Soares Frazao S ^a   Spinewine, B ^b   Savary, C ^a   Goutiere L ^a  

^a UNIVERSITÉ CATHOLIQUE DE LOUVAIN   (Belgium)

^b United States of America   (United States)

Author keywords

Inertia effects; Lag law; Morphodynamics; Transient flow; Two layer model

Indexed keywords

INERTIA EFFECTS; LAG LAW; MORPHODYNAMICS; TRANSIENT FLOW; TWO-LAYER MODEL;

FLUID DYNAMICS; TRANSITION FLOW;

SEDIMENTOLOGY;

BEDLOAD; EXPERIMENTAL STUDY; FLOW MODELING; FLUVIAL DEPOSIT; HYDRODYNAMIC FORCE; LABORATORY METHOD; MORPHODYNAMICS; SEDIMENT TRANSPORT; SHALLOW WATER; SHEAR STRESS; TRANSIENT FLOW;

EID: 70350726247     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L09-052     Document Type: Article

References (29)

1. Armanini, A., Capart, H., Fraccarollo, L., and Larcher, M. 2005. Rheological stratification in experimental free-surface flows of granular-liquid mixtures. Journal of Fluid Mechanics, 532: 269-319. doi:10.1017/S0022112005004283.
2. Bell, R.G., and Sutherland, A.J. 1983. Non-equilibrium bed load transport by steady flow. Journal of Hydraulic Engineering, 109(3): 351-367. doi:10.1061/(ASCE)0733-9429(1983)109:3(351).
3. Bellal, M., Spinewine, B., Savary, C., and Zech, Y. 2003. Morphological evolution of steep-sloped river beds in the presence of a hydraulic jump: Experimental study. In Proceedings of XXX IAHR Congress, Thessaloniki, Greece, August 2003, Vol. C-II. pp. 133-140.
4. Breusers, H.N.C., and Raudkivi, A.J. 1991. Scouring. Hydraulic structure design manual. International Association of Hydraulic Research. Balkema, Rotterdam, the Netherlands.
5. Capart, H. 2000. Dam-break induced geomorphic flows and the transition from solid-to fluid-like behaviour across evolving interfaces. Ph.D. thesis, Université catholique de Louvain, Louvain-la-Neuve, Belgium.
6. Capart, H., and Young, D.L. 2002. Two-layer shallow water computations of torrential geomorphic flows. In Proceedings of River Flow 2002, Louvain-la-Neuve, Belgium. Balkema, Rotterdam, the Netherlands: pp. 1003-1012.
7. Chen, S.C., Peng, S.H., and Capart, H. 2007. Two-layer shallow water computation of mud flow intrusions into quiescent water. Journal of Hydraulic Research, 45(1): 13-25.
8. Daubert, A., and Lebreton, J.C. 1967. Etude expérimentale et sur modèle mathématique de quelques aspects des processus d'érosion des lits alluvionnaires, en régime permanent et non permanent. In Proceedings of XII IAHR Congress, 3, [In French].
9. Einstein, H.A. 1950. The bed load function for sediment transportation in open channel flows. Tech. Bull. 1026, U.S. Department of Agriculture, Soil Conservation Service, Washington D.C.
10. Goutière, L., Soares-Frazño, S., Savary, C., Laraichi, T., and Zech, Y. 2008. One-dimensional model for transient flows involving bed-load sediment transport and changes in flow regimes. Journal of Hydraulic Engineering, 134(6): 726-735. doi:10.1061/(ASCE)0733-9429(2008)134:6(726).
11. Greindl, T., and Voisin, E. 2007. Analyse expérimentale et théorique du profil vertical de vitesse: étude en écoulement permanent et en écoulement transitoire sévère. B.Sc. thesis. Université catholique de Louvain, Louvain-la-Neuve, Belgium. [In French].
12. Meyer-Peter, E., and Muller, R. 1948. Formulas for bed-load transport. In Proceedings 2nd IAHR Congress. Stockholm.
13. Mohapatra, P.K., Eswaran, V., and Bhallamudi, S.M. 1999. Two dimensional analysis of dam-break flow in vertical plane. Journal of Hydraulic Engineering, 125(2): 183-192.
14. Phillips, B.C., and Sutherland, A.J. 1989. Spatial and lag effects in bed load sediment transport. Journal of Hydraulic Research, 27: 275-292.
15. Rahuel, J.L. 1988. Modélisation de l'évolution du lit des rivières alluvionnaires à granulométrie étendue. Ph.D. thesis, Institut National Polytechnique de Grenoble, Grenoble, France. [In French].
16. Savary, C. 2007. Transcritical transient flow over mobile beds. Boundary conditions treatment in a two-layer shallow-water model. Ph.D. thesis, Université catholique de Louvain, Louvain-la-Neuve, Belgium.
17. Savary, C., and Zech, Y. 2007. Boundary conditions in a two-layer geomorphological model. Application to a hydraulic jump over a mobile bed. Journal of Hydraulic Research, 45(3): 316-332.
18. Schoklitsch, A. 1914. Über Schleppkraft und Geschiebebewegung. Engelmann, Leipzig, Germany. [In German].
19. Shields, A. 1936. Anwendung der Ähnlichkeitsmechanik und Turbulenzforschung auf die Geschiebebewegung. Mitteil. Preuss. Versuchanst. Wasser. Erd. Shiffbau, Berlin, 26(15).
20. Song, T. 1995. Velocity and turbulence distribution in unsteady open-channel flow. Ph.D. thesis n 81324, Ecole Polytechnique Fédérale de Lausanne, Lausanne, Switzerland.
21. Song, T., and Graf, W.H. 1996. Velocity and turbulence distribution in unsteady open-channel flow. Journal of Hydraulic Engineering, 122(3): 141-154. doi:10.1061/(ASCE)0733-9429(1996) 122:3(141).
22. Spinewine, B. 2005. Two-layer flow behaviour and the effects of granular dilatancy in dam-break induced sheet-flow. Ph.D. thesis, Université catholique de Louvain, Louvain-la-Neuve, Belgium.
23. Spinewine, B., and Zech, Y. 2007. Small-scale laboratory dambreak waves on moveable beds. Journal of Hydraulic Research, 45(special issue): 73-86.
24. Sumer, B.M., Kozakiewicz, A., Fredsoe, J., and Deigaard, R. 1996. Velocity and concentration profiles in sheet-flow layer of movable bed. Journal of Hydraulic Engineering, 122(10): 549-558. doi:10.1061/(ASCE)0733-9429(1996)122:10(549). doi:10.1061/(ASCE)0733-9429(1984)110:10(1431)
25. van Rijn, L.C. 1984a. Sediment transport, part I: bed load transport. Journal of Hydraulic Engineering, 110(10): 1431-1456.
26. van Rijn, L.C. 1984b. Sediment transport, part II: suspended load transport. Journal of Hydraulic Engineering, 110(11): 1613-1641. doi: 10.1061/(ASCE)0733-9429(1984)110:11(1613).
27. Xia, R., and Yen, B.C. 1994. Significance of averaging coefficients in open-channel flow equations. Journal of Hydraulic Engineering, 120(2): 169-190. doi:10.1061/(ASCE)0733-9429(1994) 120:2(169).
28. Yalin, M.S. 1972. Mechanics of sediment transport. Pergamon press, Oxford, UK.
29. Zech, Y., Soares-Fraz̃o, S., Bousmar, D., Spinwine, B., Dal Cin, C., and Savary, C. 2006. Rivers and floods: a concern for people, a problem for engineers, a challenge for research. In Proceedings of River Flow 2006, Lisbon, Portugal, A.A. Balkema. pp. 13-27.