[1 ]Comparison of Morphodynamic Models for the Lower Yellow River,Journal of the American.Water Resources Association,DOI: 10.1111 ,jawr.12002

[2 ]Estimation of annual energy output from a tidal barrage using two different methods.Applied Energy,2012, 93: 327-336

[3 ]Modelling of Man-made Flood Routing in the Lower Yellow River.Proceedings of the Institution of Civil Engineers-Water Management,2012, 165(7), 377-391

[4 ]Incipient Velocity for Partially Submerged Vehicles in Floodwaters.IAHR Journal of Hydraulic Research,2011,49(6): 709-717.

[5 ]平面二维河床纵向与横向变形数学模型.中国科学E辑,2004,34(增刊): 165-174.

[6 ]Two-dimensional Composite Mathematical Alluvial Model for the Braided Reach in the Lower Yellow River.Water International,2004,29(4): 455-466.

[7 ]来水来沙对潼关高程的影响及变化规律.科学通报,2004,49(14): 1461-1465.

[8 ]Case Study: Delayed Sedimentation Response to Inflow and Operations at Sanmenxia Dam.Journal of Hydraulic Engineering.,2007,133(5): 482-494

[9 ]Effect of altered flow regime on bankfull area of the Lower Yellow River.Earth Surface Processes and Landforms,2008,33: 1585-1601.

[10]Response of bankfull discharge to discharge and sediment load in the Lower Yellow River.Geomorphology,2008,100: 366-376.

[11]Numerical simulation of longitudinal and lateral channel deformations in the braided reach.ASCE Journal of Hydraulic Engineering,2008,134(8): 1064-1078

[12]An analysis of soil composition and mechanical properties of riverbanks in a braided reach of the Lower Yellow River.Chinese Science Bulletin,2008,53(15): 2400-2409

[13]The Severn Barrage and Other Tidal Energy Options.Science in China Ser. E,2009,52(11): 3413-3424

[14]Hydrodynamic Impact of a Tidal Barrage in the Severn Estuary.Renewable Energy,2010,35, 1455-1468.

[15]Impact of different tidal renewable energy projects on the hydrodynamic processes in the Severn Estuary.Ocean Modelling,2010,32, 86-104.

[16]Impact of different operating modes for a Severn Barrage on the tidal power and flood inundation in the Severn Estuary.Applied Energy,2010, 87(7): 2374-2391.

[17]Modelling dam-break flows over mobile beds using a 2D coupled approach.Advances in Water Resources,2010, 33: 171-183. 

[18]Estimation of Bankfull Discharge in the Lower Yellow River using Different Approaches.Geomorphology,2010,117, 66-77

[19]Modelling floods routing on initially dry beds with the refined treatment of wetting and drying.International Journal of River Basin Management,2010,8(3-4): 225-243.

[20]Numerical model assessment of tidal stream energy resources in the Severn Estuary.Journal of Power and Energy,2010,224(7): 969-983.

[21]Effects of Shallowness on Sediment Depositions in Recirculation Zones.ASCE Journal of Hydraulic Engineering,2011,137(9): 976-985.

[22]Formula of incipient velocity for flooded vehicles.Natural Hazards,2011,58(1): 1-14.

[23]Modelling of Flash Flood Risk in Urban Areas.Proceedings of the Institution of Civil Engineers-Water Management,2011,164(WM6): 267–282.

[24]Numerical assessment of flood hazard risk to people and vehicles in flash floods.Environmental Modelling and Software,2011,26(8): 987-998.

[25]Estimation of future coastal flood risk in the estuary due to the Severn Barrage.Journal of Flood Risk Management,2011, 4(3): 247-259.

[26]游荡型河流演变及其数值模拟.中国水利水电出版社,2005.03.01