Shallow sediment transport flow computation using time-varying sediment adaptation length
Tóm tắt
Từ khóa
Tài liệu tham khảo
Armanini, 1988, A one-dimensional model for the transport of sediment mixture in non-equilibrium conditions, Journal of Hydraulic Research, 26, 275, 10.1080/00221688809499212
Bell, 1983, Non-equilibrium bed load transport by steady flows, Journal of Hydraulic Engineering, 109, 353, 10.1061/(ASCE)0733-9429(1983)109:3(351)
Brufau, 2000, 1D mathematical modelling of debris flow, Journal of Hydraulic Research, 38, 435, 10.1080/00221680009498297
Cao, 2004, Computational dam-break hydraulics over erodible sediment bed, Journal of Hydraulic Engineering, 130, 689, 10.1061/(ASCE)0733-9429(2004)130:7(689)
Cao, 2007, Multiple time scales of alluvial rivers carrying suspended sediment and their implications for mathematical modeling, Advances in Water Resources, 30, 715, 10.1016/j.advwatres.2006.06.007
Cao, 2011, Multiple time scales of fluvial processes with bed load sediment and implications for mathematical modeling, Journal of Hydraulic Engineering, 137, 267, 10.1061/(ASCE)HY.1943-7900.0000296
Capart, 1998, Formation of a jump by the dam-break wave over a granular bed, Journal of Fluid Mechanics, 372, 165, 10.1017/S0022112098002250
Chen, 2007, Two-layer shallow water computation of mud flow intrusions into quiescent water, Journal of Hydraulic Research, 46, 21
Chen, 2011, Numerical simulation of deposit in confluence zone of debris flow and mainstream, Science China Technological Sciences, 54, 2618, 10.1007/s11431-011-4510-1
Fang, 2003, Case studies of three-dimensional numerical simulation for total sediment transport, International Journal of Sediment Research, 18, 158
Fang, 2000, Three-dimensional mathematical model of suspended-sediment transport, Journal of Hydraulic Engineering, 126, 578, 10.1061/(ASCE)0733-9429(2000)126:8(578)
Fang, 2010, Influence of vertical resolution and nonequilibrium model on three-dimensional calculations of flow and sediment transport, Journal of Hydraulic Engineering, 136, 122, 10.1061/(ASCE)HY.1943-7900.0000136
Ferreira R. and Leal J. 1998, 1D mathematical modelling of the instantaneous dam-break flood wave over mobile bed: Application of TVD and flux-splitting schemes. Proc. European Concerted Action on Dam-Break Modelling, pp. 175–222. Munich, Germany.
Galappatti, 1985, A depth-integrated model for suspended sediment transport, Journal of Hydraulic Research, 23, 359, 10.1080/00221688509499345
Garcia-Martinez, 2006, An explicit two-dimensional finite element model to simulate short- and long-term bed evolution in alluvial rivers, Journal of Hydraulic Research, 44, 755, 10.1080/00221686.2006.9521726
Hu, 2006, A mesh patching method for finite volume modelling of shallow water flow, International Journal for Numerical Methods in Fluids, 50, 1381, 10.1002/fld.1100
Huai, 2011, Numerical simulation of sandy bed erosion by 2D vertical jet, Science China Technological Sciences, 54, 3265, 10.1007/s11431-011-4574-y
Lin B. N. 1984, Current study of unsteady transport of sediment in China. Proc. Japan-China Bilateral Seminar on River Hydraulics and Engineering Experiences, Tokyo-Kyoto-Saporo, Japan, pp. 337–342.
Lin, 2006, Numerical modelling of 3D stratified free-surface flows: A case study of sediment dumping, International Journal for Numerical Methods in Fluids, 50, 1425, 10.1002/fld.1105
Lin, 2011, A numerical study of dam-break flow and sediment transport from a quake lake, Journal of Earthquake and Tsunami, 5, 401, 10.1142/S1793431111001169
Liu, 2010, A three dimensional k-ε-Ap model for water-sediment movement, International Journal of Sediment Research, 25, 17, 10.1016/S1001-6279(10)60024-8
Mingham, 2000, Calculation of unsteady bore diffraction using a high resolution finite volume method, Journal of Hydraulic Research, 38, 49, 10.1080/00221680009498358
Nakagawa, 1980, Sand bed instability due to bed load motion, Journal of the Hydraulics Division, 106, 2029, 10.1061/JYCEAJ.0005580
Needham, 1991, On nonlinear simple waves in alluvial river flows: A theory for sediment bores, Philos. Trans. Roy. Soc. Lond. A – Math. Phys. Eng. Sci., 334, 25, 10.1098/rsta.1991.0002
Nezu I. and Nakagawa H. 1993, Turbulent Open-Channel Flows (IAHR Monograph). A. A. Balkema, Rotterdam, the Netherlands.
Phillips, 1989, Temporal lag effect in bed load sediment transport, Journal of Hydraulic Research, 28, 5, 10.1080/00221689009499144
Pu, 2012, Source term treatment of SWEs using surface gradient upwind method, Journal of Hydraulic Research, 50, 145, 10.1080/00221686.2011.649838
Rahuel, 1989, Modeling of riverbed evolution for bedload sediment mixtures, Journal of Hydraulic Engineering, 115, 1521, 10.1061/(ASCE)0733-9429(1989)115:11(1521)
Singh, 2004, Rapidly varying transient flows in alluvial rivers, Journal of Hydraulic Research, 42, 473, 10.1080/00221686.2004.9641217
Soni, 1980, Aggradation in streams due to overloading, Journal of Hydraulic Engineering, 106, 117
Spasojevic, 1990, 2-D bed evolution in natural watercourses – New simulation approach, Journal of Waterway, Port, Coastal, and Ocean Engineering, 116, 425, 10.1061/(ASCE)0733-950X(1990)116:4(425)
Toro, 1999
Valiani A., and Caleffi V. 2001, Dam break modeling for sediment laden flows. Proc. 2001 Int. Symp. Environmental Hydraulics, pp. 1–6. Arizona, USA.
Wren D., Kuhnle R., and Chambers J. 2005, Measurement of suspended-sediment concentration and particle size in laboratory flumes. Proc. Sediment Monitoring Instrument and Analysis Research Workshop, pp. 1–8. Flagstaff, Arizona, USA.
Wu, 2007
Wu, 2000, 3D numerical modeling of flow and sediment transport in open channels, Journal of Hydraulic Engineering, 126, 4, 10.1061/(ASCE)0733-9429(2000)126:1(4)
Wu, 2004, One-dimensional numerical model for nonuniform sediment transport under unsteady flows in channel networks, Journal of Hydraulic Engineering, 130, 914, 10.1061/(ASCE)0733-9429(2004)130:9(914)
Wu, 2007, One-dimensional modeling of dam-break flow over movable beds, Journal of Hydraulic Engineering, 133, 48, 10.1061/(ASCE)0733-9429(2007)133:1(48)
Xia, 2010, Modeling dam-break flows over mobile beds using a 2D coupled approach, Advances in Water Resources, 33, 171, 10.1016/j.advwatres.2009.11.004
Yang C. T. and Greimann B. P. 1999, Dambreak unsteady flow and sediment transport. Proc. European Concerted Action on Dam-Break Modelling, pp. 327–365. Zaragoza, Spain.