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Pedro Jose Martin Moreta
Pedro Jose Martin Moreta
Brunel University London, Lecturer
Verified email at ciccp.es
Title
Cited by
Cited by
Year
Apparent friction coefficient in straight compound channels
PJM Moreta, JP Martin-Vide
Journal of Hydraulic Research 48 (2), 169-177, 2010
602010
Modelling a torrential event in a river confluence
M Roca, JP Martín-Vide, PJM Moreta
Journal of hydrology 364 (3), 207-215, 2009
492009
Improved 1-D modelling in compound meandering channels with vegetated floodplains
JP Martín-Vide, PJM Moreta, S López-Querol
Journal of Hydraulic Research 46 (2), 265-276, 2008
232008
Formulae for apparent shear stress in straight compound channels with smooth floodplains
JP Martin-Vide, PJM Moreta
River Flow 2008: Proceedings of the International Conference on Fluvial …, 2008
102008
Performance of heterogeneous earthfill dams under earthquakes: optimal location of the impervious core
S López-Querol, PJM Moreta
Natural Hazards and Earth System Science 8 (1), 9-18, 2008
72008
Numerical Modeling in Flood Risk Assessment: UK Case Study
PJM Moreta, MS Lopez-Querol
Civil Engineering Research Journal 3 (1), 2017
62017
Uso de modelos uni-y bidimensionales en llanuras de inundación. Aplicación al caso del río Tajo en Talavera de la Reina
JPM Vide, SL Querol, PM Moreta, GS Grande, GB Ferrández
Ingeniería del agua 10 (1), 49-58, 2003
62003
Discussion of “Interacting Divided Channel Method for Compound Channel Flow” by Fredrik Huthoff, Pieter C. Roos, Denie CM Augustijn, and Suzanne JMH Hulscher
PJ Moreta, JP Martín-Vide
Journal of Hydraulic Engineering 135 (11), 1019-1020, 2009
5*2009
Improving 1-D modelling of open channel flow in compound channels
JP Martín-Vide, S Lopez-Querol, P Martin-Moretta, D Morte
Proc., 2nd Int. Conf. on Fluvial Hydraulics, River flow 2004, 415-422, 2004
52004
Discharge and force distribution in a sinuous channel with vegetated floodplains during overbank flow
PJM Moreta, JP Martín-Vide
Journal of Hydraulic Research 58 (3), 408-419, 2020
42020
Uso de modelos uni-y bidimensionales en llanuras de inundación. Aplicación al caso del río Tajo en Talavera de la Reina
JP Martín Vide, S López Querol, P Martín Moreta, G Simarro Grande, ...
Ingeniería del agua, 2003, vol. 10, núm. 1, 2003
42003
Simplified Numerical Models to Simulate Hollow Monopile Wind Turbine Foundations
S Lopez-Querol, M Spyridis, PJM Moreta, J Arias-Trujillo
Journal of Marine Science and Engineering 8 (11), 837, 2020
32020
MODIFICACIÓN DEL RIESGO DE INUNDACIÓN DE GIRONA POR EL CRECIMIENTO DE LA ISLA DEL TER
JP Martín Vide, P Martín Moreta, M Roca Collell, G Simarro Grande, ...
Boletín de la AGEN º 37, 119-135, 2004
2*2004
Seismic analysis of earth, rockfill and concrete gravity dams
MS Spyridis, S Lopez-Querol, PJ Martin-Moreta
Taylor & Francis, 2019
12019
Practical application of numerical modelling to overbank flows in a compound river channel
PM Moreta, AJ Rotimi, AS Kawuwa, S López-Querol
Sustainable Hydraulics in the Era of Global Change: Proceedings of the 4th …, 2016
2016
Flujo desbordado en ríos con llanuras de inundación: cálculo de la capacidad hidráulica en cauces compuestos de planta recta y meandriforme: aplicación a la modelación numérica
PJ Martín Moreta
Universitat Politècnica de Catalunya, 2014
2014
Flujo desbordado en ríos con llanuras de inundación: cálculo de la capacidad hidráulica en cauces compuestos de planta recta y meandriforme: aplicación a la modelación numérica
PJ Martín Moreta
Universitat Politècnica de Catalunya, 2014
2014
APPLICATION OF SLOPE AREA METHOD FOR DISCHARGE ESTIMATION
PJM Moreta, JP Martin-Vide, DWKPDCE MICE, M MASCE, GM Smart, ...
Journal of Hydraulic Research 48 (2), 169-177, 2010
2010
Discussion of" Interacting divided channel method for compound channel flow" by Fredrik Huthoff, Pieter C. Roos, Denie CM Augustijn, and Suzanne JMH Hulscher
JP Martín-Vide, P Moreta
2009
Endochronic model applied to earthfill dams with impervious core: design recommendation at seismic sites
S LÓPEZ-QUEROL, PJM MORETA
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