| Numerical resolution of well-balanced shallow water equations with complex source terms Q Liang, F Marche Advances in water resources 32 (6), 873-884, 2009 | 568 | 2009 |
| Adaptive quadtree simulation of shallow flows with wet–dry fronts over complex topography Q Liang, AGL Borthwick Computers & Fluids 38 (2), 221-234, 2009 | 460 | 2009 |
| Assessing the utility of social media as a data source for flood risk management using a real‐time modelling framework L Smith, Q Liang, P James, W Lin Journal of Flood Risk Management 10 (3), 370-380, 2017 | 262 | 2017 |
| Flood simulation using a well-balanced shallow flow model Q Liang Journal of hydraulic engineering 136 (9), 669-675, 2010 | 219 | 2010 |
| A deep convolutional neural network model for rapid prediction of fluvial flood inundation S Kabir, S Patidar, X Xia, Q Liang, J Neal, G Pender Journal of Hydrology 590, 125481, 2020 | 194 | 2020 |
| An efficient and stable hydrodynamic model with novel source term discretization schemes for overland flow and flood simulations X Xia, Q Liang, X Ming, J Hou Water resources research 53 (5), 3730-3759, 2017 | 167 | 2017 |
| Simulation of dam‐and dyke‐break hydrodynamics on dynamically adaptive quadtree grids Q Liang, AGL Borthwick, G Stelling International journal for numerical methods in fluids 46 (2), 127-162, 2004 | 164 | 2004 |
| A 2D well-balanced shallow flow model for unstructured grids with novel slope source term treatment J Hou, Q Liang, F Simons, R Hinkelmann Advances in Water Resources 52, 107-131, 2013 | 160 | 2013 |
| Real‐time flood forecasting based on a high‐performance 2‐D hydrodynamic model and numerical weather predictions X Ming, Q Liang, X Xia, D Li, HJ Fowler Water Resources Research 56 (7), e2019WR025583, 2020 | 158 | 2020 |
| A full-scale fluvial flood modelling framework based on a high-performance integrated hydrodynamic modelling system (HiPIMS) X Xia, Q Liang, X Ming Advances in Water Resources 132, 103392, 2019 | 145 | 2019 |
| Comprehensive evaluation of hydrological drought and its relationships with meteorological drought in the Yellow River basin, China F Wang, Z Wang, H Yang, D Di, Y Zhao, Q Liang, Z Hussain Journal of Hydrology 584, 124751, 2020 | 127 | 2020 |
| An efficient unstructured MUSCL scheme for solving the 2D shallow water equations J Hou, Q Liang, H Zhang, R Hinkelmann Environmental Modelling & Software 66, 131-152, 2015 | 125 | 2015 |
| Impoundment effects of the Three-Gorges-Dam on flow regimes in two China’s largest freshwater lakes X Lai, Q Liang, J Jiang, Q Huang Water resources management 28, 5111-5124, 2014 | 122 | 2014 |
| A 2D shallow flow model for practical dam-break simulations Y Wang, Q Liang, G Kesserwani, JW Hall Journal of Hydraulic Research 49 (3), 307-316, 2011 | 120 | 2011 |
| Towards a generalised GPU/CPU shallow-flow modelling tool LS Smith, Q Liang Computers & Fluids 88, 334-343, 2013 | 119 | 2013 |
| Large-scale hydrodynamic modeling of the middle Yangtze River Basin with complex river–lake interactions X Lai, J Jiang, Q Liang, Q Huang Journal of hydrology 492, 228-243, 2013 | 119 | 2013 |
| Flood inundation modeling with an adaptive quadtree grid shallow water equation solver Q Liang, G Du, JW Hall, AG Borthwick Journal of Hydraulic Engineering 134 (11), 1603-1610, 2008 | 117 | 2008 |
| Neurocomputing in surface water hydrology and hydraulics: A review of two decades retrospective, current status and future prospects M Zounemat-Kermani, E Matta, A Cominola, X Xia, Q Zhang, Q Liang, ... Journal of Hydrology 588, 125085, 2020 | 114 | 2020 |
| Utilizing GRACE-based groundwater drought index for drought characterization and teleconnection factors analysis in the North China Plain F Wang, Z Wang, H Yang, D Di, Y Zhao, Q Liang Journal of Hydrology 585, 124849, 2020 | 105 | 2020 |
| A stable 2D unstructured shallow flow model for simulations of wetting and drying over rough terrains J Hou, Q Liang, F Simons, R Hinkelmann Computers & Fluids 82, 132-147, 2013 | 98 | 2013 |
Xilin XiaTuring Fellow, Assistant Professor, University of BirminghamVerified email at bham.ac.uk
