| 34187 |
Discharge Coefficients Spillways Labyrinth Implementing Hydrodynamic Devices in the Upstream Side |
Gustavo A. Delgado F. ; Mann A. Paulina; Fernando J. Camino S.
|
2015 |
| 34188 |
Hydrodinamic and Sediment Transport Modeling in a Bend of Napo Amazonian River: Morphodynamics and Infraestructure Implications |
Julio Montenegro Gambini
|
2015 |
| 34189 |
Evolution of Surge Levels and Tide/Surge Interactions Inside the Seine Bay |
Vanessya Laborie; Philippe Sergent
|
2015 |
| 34190 |
Wake Structure of Cross-Flow Turbines |
Martin Wosnik; Peter Bachant
|
2015 |
| 34191 |
Automated Runoff Coefficient Computation in Urban Drainage Systems Using Google Satellite Images and Fuzzy Classification |
Neiler Medina; Arlex Sanchez; Zoran Vojinovic
|
2015 |
| 34192 |
Assessing the Implications for Urban Drainage Infrastructure of Future Scenarios of Urban Growth with Cellular Automata |
Sanchez Torres A. ; Vojinovic Z. ; Mynett A. ; Medina N.
|
2015 |
| 34193 |
Comparative Analysis of the Modification of Turbulence and Its Effects on a Trapezoidal Section Stilling Basin. |
Luna B. J. César; Salas V. Cristian; Gracia S. Jesús; Ortiz M. Victor
|
2015 |
| 34194 |
Rainfall Behavior Regionalization to Provide Design Values for Infraestructure: Case of Study in a Binational Basin of South America |
Julio Montenegro Gambini
|
2015 |
| 34195 |
Dynamics of Flow Structure, Suspended Sediment and Morphology of Large Meandering Rivers |
Dominguez Ruben; L. ; Szupiany; R. ; Abad; J. D. ; Farias; H. D.
|
2015 |
| 34196 |
Hydro-Morphodynamic Conditions of the Lower Magdalena River Under Extreme Flow Rates-Case Study of the Sector Between Pimsa Port and Port of Barranquilla |
Humberto Avila; Manuel Alvarado
|
2015 |
