
Dr Jorge JETL Leandro
Current affiliation: Universidade de Coimbra
Subject: Civil Engineering & Construction
Primary location: Portugal
Characterization of the hydraulic performance of a gully under drainage conditions
Published in:Water Science & Technology
Publication date:2014-06-01
A step towards considering the spatial heterogeneity of urban key features in urban hydrology flood modelling
Published in:Journal of Hydrology
Publication date:2016-04-01
Title of Special Issue: Towards more Flood Resilient Cities
Published in:Urban Water Journal
Publication date:2014-10-29
A prototype tool for dynamic pluvial-flood emergency planning
Published in:Urban Water Journal
Publication date:2014-11-19
Numerical and experimental characterization of the 2D vertical average-velocity plane at the center-profile and qualitative air entrainment inside ...
Published in:Computers & Fluids
Publication date:2014-10-01
Measuring void fraction and velocity fields of a stepped spillway for skimming flow using non-intrusive methods
Published in:Experiments in Fluids
Publication date:2014-05-01
A 2D parallel diffusive wave model for floodplain inundation with variable time step (P-DWave)
Published in:Journal of Hydrology
Publication date:2014-09-01
Turbulence Characterization in a Gully with Reverse Flow
Published in:Journal of Hydraulic Engineering
Publication date:2013-07-01
The study of rooftop connectivity on the rainfall-runoff process by means of a rainfall simulator and a physical model
Published in:Zeitschrift für Geomorphologie Supplementary Issues
Publication date:2013-03-01
Quantifying the uncertainty in the Soil Conservation Service flood hydrographs: a case study in the Azores Islands
Published in:Journal of Flood Risk Management
Publication date:2012-11-27Quantifying uncertainty in SCS hydrographs
Numerical and experimental investigation of a gully under surcharge conditions
Published in:Urban Water Journal
Publication date:2013-10-15
Closure to “Hydraulic Characteristics of a Drop Square Manhole with a Downstream Control Gate” by Rita F. Carvalho and Jorge Leandro
Published in:Journal of Irrigation and Drainage Engineering
Publication date:2013-07-01
Influence of wind-driven rain on the rainfall-runoff process for urban areas: Scale model of high-rise buildings
Published in:Urban Water Journal
Publication date:2012-06-01
Hydraulic Characteristics of a Drop Square Manhole with a Downstream Control Gate
Published in:Journal of Irrigation and Drainage Engineering
Publication date:2012-06-01
Evacuation planning in case of extreme rainfall events
Published in:Comprehensive Flood Risk Management
Publication date:2012-11-01A case study in Azores, Portugal
Estimating void fraction in a hydraulic jump by measurements of pixel intensity
Published in:Experiments in Fluids
Publication date:2012-01-03
Calibration of a 1D/1D urban flood model using 1D/2D model results in the absence of field data
Published in:Water Science & Technology
Publication date:2011-09-01
An analysis of the combined consequences of pluvial and fluvial flooding
Published in:Water Science & Technology
Publication date:2010-10-01
Comparison of 1D/1D and 1D/2D Coupled (Sewer/Surface) Hydraulic Models for Urban Flood Simulation
Published in:Journal of Hydraulic Engineering
Publication date:2009-06-01
Attribution of flood risk in urban areas
Published in:Journal of Hydroinformatics
Publication date:2008-10-01
A methodology for linking 2D overland flow models with the sewer network model SWMM 5.1 based on dynamic link libraries
Published in:Water Science & Technology
Publication date:2016-04-11
Validation of 2D shock capturing flood models around a surcharging manhole
Published in:Urban Water Journal
Publication date:2017-02-20
Wetting and drying numerical treatments for the Roe Riemann scheme
Published in:Journal of Hydraulic Research
Publication date:2017-03-01