Distributed whole city water level measurements from the Carlisle 2005 urban flood event and comparison with hydraulic model simulations

[1]  W. J. Syme,et al.  Dynamically linked two-dimensional/one-dimensional hydrodynamic modelling program for rivers, estuaries & coastal waters , 1992 .

[2]  P. Bates,et al.  A simple raster-based model for flood inundation simulation , 2000 .

[3]  D. Mason,et al.  Flood boundary delineation from Synthetic Aperture Radar imagery using a statistical active contour model , 2001 .

[4]  Paul D. Bates,et al.  Assessing the uncertainty in distributed model predictions using observed binary pattern information within GLUE , 2002 .

[5]  David M. Cobby,et al.  Two‐dimensional hydraulic flood modelling using a finite‐element mesh decomposed according to vegetation and topographic features derived from airborne scanning laser altimetry , 2003 .

[6]  Theo G. Schmitt,et al.  Analysis and modeling of flooding in urban drainage systems , 2004 .

[7]  M. Horritt.  Development and testing of a simple 2D finite volume model of sub‐critical shallow water flow , 2004 .

[8]  S. Djordjević,et al.  Potential and limitations of 1D modelling of urban flooding , 2004 .

[9]  Paul D. Bates,et al.  An adaptive time step solution for raster-based storage cell modelling of floodplain inundation , 2005 .

[10]  Giuseppe T. Aronica,et al.  Drainage efficiency in urban areas: a case study , 2005 .

[11]  P. Bates,et al.  Utility of different data types for calibrating flood inundation models within a GLUE framework , 2005 .

[12]  S. Blazková,et al.  Spatially distributed observations in constraining inundation modelling uncertainties , 2005 .

[13]  Paul D. Bates.  Encyclopaedia of Hydrological Sciences , 2005 .

[14]  P. Bates,et al.  Reach scale floodplain inundation dynamics observed using airborne synthetic aperture radar imagery: Data analysis and modelling , 2006 .

[15]  A. Paquier,et al.  Modeling floods in a dense urban area using 2D shallow water equations , 2006 .

[16]  S. Lane,et al.  Urban fluvial flood modelling using a two‐dimensional diffusion‐wave treatment, part 1: mesh resolution effects , 2006 .

[17]  I. Villanueva,et al.  Linking Riemann and storage cell models for flood prediction , 2006 .

[18]  Stuart N. Lane,et al.  Urban fluvial flood modelling using a two‐dimensional diffusion‐wave treatment, part 2: development of a sub‐grid‐scale treatment , 2006 .

[19]  Michael Smith,et al.  Comment on ‘Analysis and modeling of flooding in urban drainage systems’ , 2006 .

[20]  Roger Alexander Falconer,et al.  Simulation of rapidly varying flow using an efficient TVD–MacCormack scheme , 2007 .

[21]  Paul D. Bates,et al.  Use of fused airborne scanning laser altimetry and digital map data for urban flood modelling , 2007 .

[22]  S. Lane,et al.  A comparison of one‐ and two‐dimensional approaches to modelling flood inundation over complex upland floodplains , 2007 .

[23]  James Brasington,et al.  Reduced complexity strategies for modelling urban floodplain inundation , 2007 .

[24]  P. Bates,et al.  Evaluating the effect of scale in flood inundation modelling in urban environments , 2008 .

[25]  P. Bates,et al.  Benchmarking 2D hydraulic models for urban flooding , 2008 .