| Computational river dynamics W Wu Crc Press, 2007 | 797 | 2007 |
| 3D numerical modeling of flow and sediment transport in open channels W Wu, W Rodi, T Wenka Journal of hydraulic engineering 126 (1), 4-15, 2000 | 655 | 2000 |
| Nonuniform sediment transport in alluvial rivers W Wu, SSY Wang, Y Jia Journal of hydraulic research 38 (6), 427-434, 2000 | 566 | 2000 |
| Depth-averaged two-dimensional numerical modeling of unsteady flow and nonuniform sediment transport in open channels W Wu Journal of hydraulic engineering 130 (10), 1013-1024, 2004 | 350 | 2004 |
| Formulas for sediment porosity and settling velocity W Wu, SSY Wang Journal of Hydraulic Engineering 132 (8), 858-862, 2006 | 297 | 2006 |
| One-dimensional modeling of dam-break flow over movable beds W Wu, SS Wang Journal of hydraulic engineering 133 (1), 48-58, 2007 | 273 | 2007 |
| One-dimensional numerical model for nonuniform sediment transport under unsteady flows in channel networks W Wu, DA Vieira, SSY Wang Journal of hydraulic engineering 130 (9), 914-923, 2004 | 200 | 2004 |
| Earthen embankment breaching ASCE/EWRI Task Committee on Dam/Levee Breaching Journal of hydraulic engineering 137 (12), 1549-1564, 2011 | 199 | 2011 |
| A depth‐averaged two‐dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation W Wu, FD Shields Jr, SJ Bennett, SSY Wang Water resources research 41 (3), 2005 | 195 | 2005 |
| Simplified physically based model of earthen embankment breaching W Wu Journal of Hydraulic Engineering 139 (8), 837-851, 2013 | 170 | 2013 |
| Dam-break flows over mobile beds: experiments and benchmark tests for numerical models S Soares-Frazao, R Canelas, Z Cao, L Cea, HM Chaudhry, A Die Moran, ... Journal of Hydraulic Research 50 (4), 364-375, 2012 | 159 | 2012 |
| Experimental investigation of wave attenuation through model and live vegetation Y Ozeren, DG Wren, W Wu Journal of Waterway, Port, Coastal, and Ocean Engineering 140 (5), 04014019, 2014 | 158 | 2014 |
| Modeling fluvial response to in‐stream woody vegetation: Implications for stream corridor restoration SJ Bennett, W Wu, CV Alonso, SSY Wang Earth Surface Processes and Landforms: The Journal of the British …, 2008 | 150 | 2008 |
| 3-D finite-volume model of dam-break flow over uneven beds based on VOF method R Marsooli, W Wu Advances in Water Resources 70, 104-117, 2014 | 135 | 2014 |
| Movable bed roughness in alluvial rivers W Wu, SSY Wang Journal of Hydraulic Engineering 125 (12), 1309-1312, 1999 | 135 | 1999 |
| One-dimensional channel network model CCHE1D version 3.0–technical manual W Wu, DA Vieira National Center for Computational Hydroscience and Engineering Technical …, 2002 | 122 | 2002 |
| One-dimensional explicit finite-volume model for sediment transport W Wu, SSY Wang Journal of Hydraulic Research 46 (1), 87-98, 2008 | 110 | 2008 |
| Depth-averaged two-dimensional model of unsteady flow and sediment transport due to noncohesive embankment break/breaching W Wu, R Marsooli, Z He Journal of Hydraulic Engineering 138 (6), 503-516, 2012 | 102 | 2012 |
| CCHE2D sediment transport model (version 2.1) W Wu National Center for Computational Hydroscience and Engineering, The …, 2001 | 77 | 2001 |
| Three-dimensional numerical modeling of dam-break flows with sediment transport over movable beds R Marsooli, W Wu Journal of Hydraulic Engineering 141 (1), 04014066, 2015 | 63 | 2015 |
