| Benchmarking 2D hydraulic models for urban flooding NM Hunter, PD Bates, S Neelz, G Pender, I Villanueva, NG Wright, ... Proceedings of the institution of civil engineers-water management 161 (1 …, 2008 | 474 | 2008 |
| Benchmarking the latest generation of 2D hydraulic modelling packages S Néelz, G Pender Environment Agency: Bristol, UK, 2013 | 156 | 2013 |
| Benchmarking of 2D hydraulic modelling packages S Néelz, G Pender Bristol: Environment Agency, 2010 | 125 | 2010 |
| Three-dimensional hydrodynamics of meandering compound channels H Morvan, G Pender, NG Wright, DA Ervine Journal of Hydraulic Engineering 128 (7), 674-682, 2002 | 111 | 2002 |
| Case study of the use of remotely sensed data for modeling flood inundation on the River Severn, UK NG Wright, I Villanueva, PD Bates, DC Mason, MD Wilson, G Pender, ... Journal of hydraulic engineering 134 (5), 533-540, 2008 | 55 | 2008 |
| Integrating socio‐economic analysis into decision‐support methodology for flood risk management at the development scale (Scotland) H Haynes, R Haynes, G Pender Water and Environment Journal 22 (2), 117-124, 2008 | 36 | 2008 |
| Chute spillway design calculations. J Ellis, G Pender Proceedings of the Institution of Civil Engineers 73 (2), 299-312, 1982 | 34 | 1982 |
| Even more destructive: cascade dam break floods Z Cao, W Huang, G Pender, X Liu Journal of Flood Risk Management 7 (4), 357-373, 2014 | 31 | 2014 |
| Initial motion of streambeds composed of coarse uniform sediments AB Shvidchenko, G Pender Proceedings of the Institution of Civil Engineers-Water and Maritime …, 2000 | 30 | 2000 |
| Field Measurements and Flow Modeling of Overbank Flows in River Severn, U. K. K Babaeyan-Koopaei, DA Ervine, G Pender Journal of Environmental Informatics 1 (1), 28-36, 2003 | 29 | 2003 |
| Determination of small size bed load sediment transport and its related bed form under different uniform flow conditions AHN Chegini, G Pender Wseas transactions on environment and development 8 (4), 158-167, 2012 | 17 | 2012 |
| Broad Scale Modelling for planning and policy H Wheater, K Beven, J Hall, G Pender, D Butler, A Calver, S Djordjevic, ... R&D Technical Report FD2118, Defra, London, 47 pp. Appendix, 2007 | 16 | 2007 |
| Benchmarking of 2D hydraulic modelling packages G Pender, S Néelz SC080035/R2 Environmental Agency, Bristol 169, 2010 | 13 | 2010 |
| Improving the performance of fast flood inundation models by incorporating results from very high resolution simulations S Néelz, J Hall, G Pender Proceedings of flood risk assessment II conference, Institute of Mathematics …, 2007 | 13 | 2007 |
| A., Mason, D.(2008). Benchmarking of 2D hydraulic models for urban flooding N Hunter, P Bates, S Neelz, G Pender, I Villanueva, N Wright, D Liang, ... Water Management 161, 13-30, 0 | 13 | |
| Modelling the failure modes in geobag revetments A Akter, M Crapper, G Pender, G Wright, WS Wong Water Science and Technology 65 (3), 418-425, 2012 | 12 | 2012 |
| Delivering benefits thorough evidences: Benchmarking the latest generation of 2D hydraulic modelling packages S Néelz, G Pender Report—SC120002, 2013 | 10 | 2013 |
| Parameterisation of square-grid hydrodynamic models of inundation in the urban area S Neelz, G Pender Proceedings of the Congress-International Association for Hydraulic Research …, 2007 | 10 | 2007 |
| Numerical prediction of graded sediment transport. G Pender, Q Li, PREISSMANN Proceedings of the Institution of Civil Engineers-Water Maritime and Energy …, 1996 | 9 | 1996 |
| Predicting the hydrodynamic forces on geobag revetments A Akter, G Pender, G Wright, M Crapper Journal of Flood Risk Management 4 (4), 328-338, 2011 | 8 | 2011 |
