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Dr.
Jorge Leandro
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eMail: |
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Present: Guest Professor at Universidade
de Coimbra (FCTUC)
Senior Researcher at IMAR
Development
of 1D/1D and 1D/2D urban integrated hydraulic models
Development
of 1D and 2D hydraulic models used in open channel transient flows
Measures to
provide more Flood Resilient Cities
Hydrological
Studies of Wind-Driven Rainfall and their influence on the spatial distribution
Defining
parameters of runoff hydrologic models with hydraulic models
Further
Research Interests:
Open channel
Dam-break analysis
Modeling of
urban structures and specific elements using either CFD or experimental
facilities
Measurement
of air-entrainment in complex flow structures such as hydraulic jumps, stepped
spillways, etc.
Uncertainty
analysis of rainfall-runoff models
Links to some Videos:
Numerical Modeling of 3D phenomena using the OpenFoam toolkit (MLE-Project):
Numerical Modeling of 2D phenomena using In-house
source code:
Flood Movie displayed during the TORC Workshop at the
UDM conference in Belgrade 2012:
Research Projects:
2008-2012: (PI) PTDC/AAC-AMB/101197/2008
- Experimental validation of the theoretical Multiple-Linking-Element
(linkage-model) for improving integrated sewer/surface Urban Flood Models.
2008-2013: PTDC/ECM/105446/2008
- Experimental and Numerical set-up for validation of the Dual-Drainage
(sewer/surface) concept in an Urban Flooding framework.
2010-
2016: SFRH/PROTEC/67486/2010: "Avanços na Modelação
Numérica de Escoamentos em Meios Urbanos".
2011- 2015: SFRH/BD/81869/2011 “Development of a State of the Art
Urban Flood Model (UFM)".
2012 -2016: SFRH/BD/85783/2012 "Numerical and experimental study of
the free surface behaviour of flood control devices
under turbulent conditions".
2013-2014: (PI) "Dual Drainage, DFG
– Initiation of International Collaboration: Guest Visit/ Trip Abroad
Proposal".
2014-2017: FP7-PEOPLE-2013-ITN-: "QUICS"- Quantifying Uncertainty in Integrated Catchment Studies”,
PI Dr. Alma Schellart from the University of Bradford.
2014-2017: EPSRC: EP/K040405/1, PI “Experimental and Numerical
Investigation of Flow Exchange in Urban Flood Flows”, PI Dr. James Shucksmith from the
University of Sheffield.
List of Publications in international scientific periodicals with
referee (ISI):
1) Leandro, J., Chen, A. S., Djordjevic, S. and Dragan, S. (2009)" A
comparison of 1D/1D and 1D/2D coupled hydraulic models for urban flood
simulation" J. of Hydraul. Eng-ASCE,
135, 6 (1), 495-504.
2) Dawson RJ, Speight L, Hall
JW, Djordjevic S, Savic DA, Leandro J. (2008) Attribution of flood risk in urban areas. Journal of Hydroinformatics-IWA;10(4):275-88.
3) Chen, A., Djordjevic, S., Leandro, J. and Savic, D. (2010). "A study for analyzing the composite consequences of pluvial and fluvial
flooding." Water Sci Technol - IWA, 62 (7),
1491-1498.
4) Leandro, J., Djordjević, S., Chen, A. S., Savić, D. A., and Stanić,
M. (2011). "Calibration of a 1D/1D urban flood model
using 1D/2D model results in the absence of field data." Water Sci Technol,
64 (5) 1016–1024.
5) Carvalho, R., Leandro, J. (2011) "Hydraulic characteristics of a drop square manhole
with a downstream control gate" Journal of Irrigation and Drainage
Engineering-ASCE.
6) Isidoro, J., de
Lima, J., Leandro J.
(2012) "Influence of wind-driven rain on the rainfall-runoff
process for urban areas: Scale model of high-rise buildings" Urban Water Journal-Taylor&Francis,
9 (3), 199-210.
7) Isidoro, J., de Lima, J., Leandro J. (2012) "The
study of rooftop connectivity on the rainfall-runoff process by means of a
rainfall simulator and a physical model" Zeitschrift für Geomorphologie, 57 (1),
177-191.
8) Leandro, J., Carvalho, R., Chachereau, Y., and Chanson, H. (2012) „Estimating
void fraction in a hydraulic jump by measurements of pixel intensity“ Experiments in Fluids, 55 (5),
1307-1318.
9) Leandro, J., J. P. Leitão
and J. L. M. P. de Lima (2013), “Quantifying the
uncertainty in the SCS flood hydrographs: a case study in the Azores islands.” Journal of Flood
Risk Management, 6 (3), 279-288. (JFRM Outstanding Paper Award
supported by The JBA Trust – commended paper).
10) Romagnoli, M., Carvalho, R., and Leandro, J. (2013). ”Turbulence Characterization in a Gully with Reverse
Flow.” J. Hydraul. Eng., 139(7),
736–744.
11) Carvalho, R.
and Leandro, J. (2013). ”Closure
to “Hydraulic Characteristics of a Drop Square Manhole with a Downstream
Control Gate” by Rita F.
Carvalho and Jorge Leandro.” J. Irrig. Drain
Eng., 139(7), 594–595.
12) Lopes, P., Leandro, J., Carvalho, R.F., Páscoa, P., and
Martins, R.,
(2013). Numerical and
experimental investigation of a gully under surcharge conditions. Urban Water Journal, 12
(6), 468-476.
13) Martins, R., Leandro, J., and Carvalho, R.
dF. De. (2014). Characterization of the hydraulic performance of a
gully under drainage conditions. Water Sci Technol. [paper
accepted for publication on 14/03/2014].
14) Leandro, J., Bung, D., and
Carvalho, R.F. (2014).Measuring Void Fraction And
Velocity Fields Of A Stepped Spillway For Skimming Flow Using Non-Intrusive
Methods. Experiments in
Fluids-Springer. 55, 1732.
15) Leandro, J., Lopes, P.,
Carvalho, R., Páscoa, P., Martins, R., and
Romagnoli, M. (2014). Numerical
and experimental characterization of the 2D vertical average-velocity plane at
the centre-profile and qualitative air entrainment
inside a gully for drainage and reverse flow. Computers and
Fluids-Elsevier, 102(10),52-61.
16) Melo, N, Santos, B., and Leandro, J. (2014). A Prototype Tool for Dynamic Pluvial-Flood Emergency Planning. Urban Water Journal-Taylor & Francis, 12 (1), 79-88.
17) Leandro, J. (2014).
Title of Special Issue: Towards more
Flood Resilient Cities. Urban Water Journal
(Editorial), 12 (1), 1-2.
18) Leandro, J., Chen, A.S.,
Schumann, A., (2014). A 2D parallel
diffusive wave model for floodplain inundation with variable time step (P-DWave). J. Hydrol. - Elsevier, 517, 250–259.
19) Chen, A., Leandro,
J., Djordjevic, S. (2015). Modelling sewer discharge via
displacement of manhole covers during flood events using 1D/2D SIPSON/P-DWave dual drainage simulations. Urban Water Journal (online).
20) Martins R., Leandro
J. and Djordjević S.
(2015) A well balanced
Roe scheme for the local inertial equations with an unstructured mesh, Advances
in Water Resources, 83, 351-363.
21) Martins R., Leandro
J. and Djordjević S. (2016)
Analytical solution
of the classical Dam-break problem for the Gravity Wave Model equations, J. of Hydraul. Eng., ASCE.
22) Martins R., Leandro
J. and Djordjević S. (2016)
Analytical and
numerical solutions of the Local Inertial Equations, International Journal of
Non-Linear Mechanics, Elsevier, 81(5), 222-229.
23) Leandro, J., Schumann, A., and Pfister, A. (2016). A step towards
considering the spatial heterogeneity of urban key features in urban hydrology
flood modelling. J. Hydrol.,
Elsevier, 535 (4), 356-365.
24) Lopes, P,
Leandro, J., Carvalho, R., Russo, B., and Gómez, M.
(Accepted) Assessment of a VOF Model Ability to Reproduce the Efficiency of a
Continuous Transverse Gully with Grate, J. Irrig.
Drain Eng.-ASCE.
25) Lopes, P, Tabor, G.Carvalho, R.Leandro, J.
(2016), Explicit calculation of
natural aeration using a Volume-of-Fluid model. Applied Mathematical Modelling,
(online).
26) Martins R., Leandro
J. and Djordjević S. (Accepted)
Influence of sewer
network models on urban flood damage assessment based on coupled 1D/2D models, Journal of Flood Risk
Management, (online).
27) Leandro J. and Martins R.,
(Accepted) A Methodology for
Linking 2D Overland Flow Models with the Storm Sewer Model SWMM 5.1 Based on 
Dynamic Link
Libraries., Water
Science and Technology, IWA.
Links to my CV and Websites:
Scientific Committee
Advances
in Numerical Modelling of Hydrodynamics 2015
Local Organizing Committee
International Workshop
on Hydraulic Structures 2015
Urban Water Journal
SP: Towards more Flood Resilient
Cities
Photos
with colleagues and friends:
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At the University of Coimbra Laboratory with Patricia Páscoa, Raquel Quinteiro,
João Abrantes, Pedro Lopes, Ricardo Martins, Rita Carvalho and Joaquim
Cordeiro, taken on the 18-7-2012. |
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At the RUHR University of Bochum with colleagues from the Hydrology, Water
Resources Management and Environmental Engineering Institute, taken on the
18-9-2013. |
16.12.2015