[1 ]Even more destructive: cascade dam break floods.Journal of Flood Risk Management, Wiley,2013 in press.

[2 ]A double layer-averaged model for dam-break flows over mobile bed.Journal of Hydraulic Research, IAHR,2013 in press.

[3 ]Multiple time scales of fluvial processes - theory and applications.Theoretical and Applied Mechanics Letters,2011, 1, 052001.

[4 ]Earthen Embankment Breaching.Journal of Hydraulic Engineering, ASCE,2011, 137(12), 1549-1564.

[5 ]Dam-break flows over mobile beds: experiments and benchmark tests for numerical models.Journal of Hydraulic Research, IAHR,2012, 50(4), 364-375.

[6 ]Coupled modelling of flood due to natural landslide dam breach Water Management.Institution of Civil Engineers UK,2012, 165(10), 525-542.

[7 ]Numerical Modelling of Turbidity Currents in the Xiaolangdi Reservoir, Yellow River, China.Journal of Hydrology Elsevier,2012, 464/465, 41-53.

[8 ]Well-balanced 2D coupled modelling of submarine turbidity currents and their morphological effects Maritime Engineering.Institution of Civil Engineers UK,2012, 165(4), 169-188.

[9 ]Two-dimensional coupled mathematical modeling of fluvial processes with intense sediment transport.Science in China Series G: Physics, Mechanics & Astronomy,2008, 51(9), 1427-1438

[10]Comment on ‘Long waves in erodible channels and morphodynamic influence’.Water Resources Research, AGU 2008, 44, W06601, doi: 10.1029/2006WR005829

[11]Comments on 'Coupled model of surface water flow, sediment transport and morphological evolution’.Computers & Geosciences, Elsevier,2007, 33, 876-878

[12]Comment on ‘STAND, a dynamic model for sediment transport and water quality’.Journal of Hydrology, Elsevier,2004, 297, 301-304

[13]Comment on ‘Investigation of the hydrodynamics of flash floods in ephemeral channels'.Journal of Hydrology, Elsevier,2007, 336, 222-225

[14]Non-capacity or capacity model for fluvial sediment transport Water Management.Institution of Civil Engineers UK,2012, 165(4), 193-211

[15]Sediment-laden flow in open channels from two-phase flow viewpoint.Journal of Hydraulic Engineering, ASCE 1995, 121(10), 725-735

[16]Turbulent bursting-based sediment entrainment function.Journal of Hydraulic Engineering ASCE,1997, 123(3), 233-236

[17]Equilibrium near-bed concentration of suspended sediment.Journal of Hydraulic Engineering, ASCE,1999, 125(12), 1270-1278

[18]Multiple time scales of fluvial processes with bed load sediment and the implications for mathematical modeling.Journal of Hydraulic Engineering, ASCE,2011, 137(3), 267-276

[19]Landslide dam failure and flood hydraulics. Part II: coupled mathematical modelling Natural Hazards.Springer,2011, 59, 1021-1045

[20]Landslide dam failure and flood hydraulics. Part I: experimental investigation Natural Hazards.Springer,2011, 59, 1003-1019

[21]Flood hydraulics due to cascade landslide dam failure.Journal of Flood Risk Management, Wiley,2011, 4, 104-114

[22]Turbulent flow across a natural compound channel.Water Resources Research, AGU,2002, 38(12)

[23]Coupled and decoupled numerical modelling of flow and morphological evolution in alluvial rivers.Journal of Hydraulic Engineering, ASCE,2002, 128(3), 306-321

[24]Mathematical modelling of alluvial rivers: reality and myth. Part II: special issues. Water and Maritime Engineering.Institution of Civil Engineers UK.2002, 154(4), 297-307

[25]Mathematical modelling of alluvial rivers: reality and myth. Part I: general overview.Water and Maritime Engineering.Institution of Civil Engineers UK.2002, 154(3), 207-219

[26]On evolution of bed material waves in alluvial rivers Earth Surface Processes and Landforms, Wiley,2003, 28(4), 437-441

[27]Flow reversal over a natural pool-riffle sequence: a computational study Earth Surface Processes and Landforms, Wiley,2003, 28(7), 689-705

[28]Role of suspended-sediment particle size in modifying velocity profiles in open channel flows Water Resources Research, AGU,2003, 39(2)

[29]Modelling of urban flooding due to Yangtze River dike break Water Management.Institution of Civil Engineers UK,2011, 164(1), 3-14

[30]Reconciled bed load sediment transport rates in ephemeral and perennial rivers.Earth Surface Processes and Landforms, Wliey,2010, 35(14), 1655-1665

[31]Hydrodynamic modelling in support of flash flood warning Water Management.Institution of Civil Engineers UK,2010, 163(7), 327-340

[32]Numerical modelling of flood flows over irregular topography Water Management.Institution of Civil Engineers UK,2010, 163(5), 255-265

[33]Fully coupled mathematical modelling of turbidity currents over erodible bed.Advances in Water Resources, Elsevier,2009, 32(1), 1-15

[34]Multiple time scales of alluvial rivers carrying suspended sediment and their implications for mathe.Advances in Water Resources, Elsevier,2007, 30, 715-729

[35]Shallow water hydrodynamic models for hyperconcentrated sediment-laden floods over erodible bed.Advances in Water Resources, Elsevier,2006, 29(4), 546-557

[36]An explicit formulation of the Shields Diagram for incipient motion of sediment.Journal of Hydraulic Engineering, ASCE,2006, 132(10),1097-1099

[37]Flow resistance and momentum flux in compound open channels.Journal of Hydraulic Engineering, ASCE,2006, 132(12),1272-1282

[38]Further perspectives on the evolution of bed material waves in alluvial rivers.Earth Surface Processes and Landforms, Wiley,2005, 30(1), 115-120

[39]Numerical modelling of alluvial rivers subject to interactive sediment mining and feeding.Advance in Water Resources, Elsevier,2004, 27(5), 533-546

[40]Computational dam-break hydraulics over erodible sediment bed.Journal of Hydraulic Engineering, ASCE,2004, 130(7), 689-703