Jorge Eduardo Teixeira Leandro

Foto von Jorge Eduardo Teixeira Leandro

Dr. phil. Jorge Eduardo Teixeira Leandro


Geburtsdatum und -ort: 27. Juni 1977, Azoren, Portugal

Familienstand: verheiratet, 3 Kinder


PhD Thesis: Advanced Modelling of Flooding in Urban Areas: Integrated 1D/1D and 1D/2D Models. Exeter University, UK
2007 - 2008 Master of Science in Hydraulic Civil Engineering
Master Thesis: Enabling the MacCormack's original scheme to perform Dambreak flow by fitting a smoothed initial condition on a fixed non-uniform grid
1995 - 2000 Studies of Civil Engineering at Instituto Superior Técnico (IST)– Universidade Técnica de Lisboa (Undergraduate Degree in Civil Engineer - Lic. before Bolonha – 5 years)


seit 2016
Senior Researcher and Lecturer at the Technical University of Munich (Technische Universität München), Faculty of Civil, Geo and Environmental Engineering
2012 - 2015 Lecturer at the Ruhr-University Bochum (RUB), Faculty of Civil Engineering, Chair of Prof. A. Schumann
2008 - 2015 Guest Professor Auxiliar at the University of Coimbra, Faculty of Civil Engineering
2005 - 2008 Researcher at the University of Exeter, Centre for Water Systems, Prof. D. Savic
2001 - 2005 Civil Engineer at COBA, SA (PT)
2000 - 2001 Civil Engineer at Engidro (PT)

Peer reviewed journals (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." Journal of Hydraulic Engineering-ASCE;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. S., Djordjevic, S., Leandro, J., and Savic, D. A. (2010)
"An analysis of the combined consequences of pluvial and fluvial flooding." Journal of Water Science and Technology-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." Journal of Water Science and Technology-IWA, 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- E.Schweizerbart, DOI: 10.1127/0372-8854/2012/S-00080.

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, SPRINGER. DOI: 10.1007/s00348-011-1257-1

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, Volume 6, Issue 3, pages 279–288, September 2013. (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.-ASCE, 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-Taylor&Francis DOI: 10.1080/1573062X.2013.831916.

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.69(12):2423-30.

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 May 2014, 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.

20) Martins, M., Leandro, J., Djordjevic, S. (2015)
A well balanced Roe Scheme for the local inertial equations with an unstructured mesh. Advances in Water Resources - Elsevier, 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. (2016)
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. (2016)
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., (2016)
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.

28) Lopes, P., Leandro, J., Carvalho, R.F., Bung, D. (2016)
Alternating skimming flow over a stepped spillway” Environ Fluid Mech.-Springer, pp 1-20 doi:10.1007/s10652-016-9484-x

29) Martins R., Leandro J., Djordjević S. and A. Chen (accepted)
A comparison of three dual drainage models: Shallow Water vs. Local Inertial vs. Diffusive Wave. Journal of Hydroinformatics-IWA.

30) Martins R., Leandro J. and Djordjević S. (2017)
Wetting and drying numerical treatments for the Roe Riemann scheme. Journal of Hydraulic Research.

31) Martins R., Kesserwani, G, Rubinato, M, Lee, S, Leandro J., Djordjević S. and Schucksmith, J. (2017)
Validation of 2D shock capturing flood models around a surcharging manhole. Urban Water Journal.

32) Lopes, P., Carvalho, R.F. and Leandro, J. (2017)
Numerical and experimental study of the fundamental flow characteristics of a 3D gully box under drainage. Water Science and Technology, IWA.