Jorge Leandro
Jorge Leandro
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Comparison of 1D/1D and 1D/2D coupled (sewer/surface) hydraulic models for urban flood simulation
J Leandro, AS Chen, S Djordjević, DA Savić
Journal of hydraulic engineering 135 (6), 495-504, 2009
Attribution of flood risk in urban areas
RJ Dawson, L Speight, JW Hall, S Djordjevic, D Savic, J Leandro
Journal of Hydroinformatics 10 (4), 275-288, 2008
The urban inundation model with bidirectional flow interaction between 2D overland surface and 1D sewer networks
AS Chen, S Djordjevic, J Leandro, D Savic
Novatech 2007-6ème Conférence sur les techniques et stratégies durables pour …, 2007
A step towards considering the spatial heterogeneity of urban key features in urban hydrology flood modelling
J Leandro, A Schumann, A Pfister
Journal of Hydrology 535, 356-365, 2016
A 2D parallel diffusive wave model for floodplain inundation with variable time step (P-DWave)
J Leandro, AS Chen, A Schumann
Journal of Hydrology 517, 250-259, 2014
A methodology for linking 2D overland flow models with the sewer network model SWMM 5.1 based on dynamic link libraries
J Leandro, R Martins
Water Science and Technology 73 (12), 3017-3026, 2016
Calibration of a 1D/1D urban flood model using 1D/2D model results in the absence of field data
J Leandro, S Djordjević, AS Chen, DA Savić, M Stanić
Water Science and Technology 64 (5), 1016-1024, 2011
Numerical and experimental investigation of a gully under surcharge conditions
P Lopes, J Leandro, RF Carvalho, P Páscoa, R Martins
Urban Water Journal 12 (6), 468-476, 2015
An analysis of the combined consequences of pluvial and fluvial flooding
AS Chen, S Djordjević, J Leandro, DA Savić
Water Science and Technology 62 (7), 1491-1498, 2010
Modelling sewer discharge via displacement of manhole covers during flood events using 1D/2D SIPSON/P-DWave dual drainage simulations
AS Chen, J Leandro, S Djordjević
Urban Water Journal 13 (8), 830-840, 2016
Experimental calibration and validation of sewer/surface flow exchange equations in steady and unsteady flow conditions
M Rubinato, R Martins, G Kesserwani, J Leandro, S Djordjević, ...
Journal of Hydrology 552, 421-432, 2017
Characterization of the hydraulic performance of a gully under drainage conditions
R Martins, J Leandro, RF de Carvalho
Water science and technology 69 (12), 2423-2430, 2014
Measuring void fraction and velocity fields of a stepped spillway for skimming flow using non-intrusive methods
J Leandro, DB Bung, R Carvalho
Experiments in Fluids 55 (5), 1-17, 2014
A comparison of three dual drainage models: shallow water vs local inertial vs diffusive wave
R Martins, J Leandro, AS Chen, S Djordjević
Journal of Hydroinformatics 19 (3), 331-348, 2017
Estimating void fraction in a hydraulic jump by measurements of pixel intensity
J Leandro, R Carvalho, Y Chachereau, H Chanson
Experiments in fluids 52 (5), 1307-1318, 2012
The use of multiple-linking-element for connecting sewer and surface drainage networks
J Leandro, S Djordjevic, AS Chen, D Savic
Proceedings of the Congress-International Association for Hydraulic Research …, 2007
Hydraulic characteristics of a drop square manhole with a downstream control gate
RF Carvalho, J Leandro
Journal of irrigation and drainage engineering 138 (6), 569-576, 2012
Assessment of the ability of a volume of fluid model to reproduce the efficiency of a continuous transverse gully with grate
P Lopes, J Leandro, RF Carvalho, B Russo, M Gómez
Journal of Irrigation and Drainage Engineering 142 (10), 04016039, 2016
Flood inundation forecasts using validation data generated with the assistance of computer vision
PK Bhola, BB Nair, J Leandro, SN Rao, M Disse
Journal of Hydroinformatics 21 (2), 240-256, 2019
A conceptual time-varying flood resilience index for urban areas: Munich city
KF Chen, J Leandro
Water 11 (4), 830, 2019
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