| 4839 |
Large eddy simulation of vortex flow in intake channel of hydropower facility |
Akihiko Nakayama; Nobuyuki Hisasue
|
2010 |
| 4840 |
Adaptation of Preissmann's scheme for transcritical open channel flows |
Caroline Sart; Jean-Pierre Baume; Pierre-Olivier Malaterre; Vincent Guinot
|
2010 |
| 4841 |
Flow-altering countermeasures against scour at bridge piers: a review |
Ali Tafarojnoruz; Roberto Gaudio; Subhasish Dey
|
2010 |
| 4842 |
Weakly undular hydraulic jump: effects of friction |
Oscar Castro-Orgaz
|
2010 |
| 4843 |
A two-layer approach for depth-limited open-channel flows with submerged vegetation |
Wonjun Yang; Sung-Uk Choi
|
2010 |
| 4844 |
Flow characteristics of bottom outlets with moving gates |
Bijan Dargahi
|
2010 |
| 4845 |
Pressure extrema in energy-dissipating structure using block maxima: case study |
Simone M. Cerezer; Daniela Müller; Robin T. Clarke; Marcelo G. Marques
|
2010 |
| 4846 |
Toe protection for spill-through and vertical-wall abutments |
António H. Cardoso; Gonzalo Simarro; Cristina Fael; Olivier le Doucen; Anton J. Schleiss
|
2010 |
| 4847 |
On elongated air pockets in downward sloping pipes |
Ivo Pothof; Francois Clemens
|
2010 |
| 4848 |
Effect of Froude number on bubble clustering in a hydraulic jump |
Carlo Gualtieri; Hubert Chanson
|
2010 |
