Skimming, Nonaerated Flow on Stepped Spillways over Roller Compacted Concrete Dams

Author:

Meireles Inês1,Renna Floriana2,Matos Jorge3,Bombardelli Fabián4

Affiliation:

1. Dept. of Civil Engineering, Univ. of Aveiro, Campus Universitario de Santiago, 3810-193 Aveiro, Portugal (corresponding author).

2. Hydraulic Steel Structures Division, ATB Riva Calzoni Spa, Via Industriale 13, 25030 Roncadelle (BS), Italy; formerly, Dept. of Water Engineering and Chemistry, Technical Univ. of Bari, Bari, Italy.

3. Dept. of Civil Engineering and Architecture, IST, Technical Univ. of Lisbon, Av. Rovisco Pais, 1049-001 Lisbon, Portugal.

4. Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 2001 Ghausi Hall, One Shields Ave., Davis, CA 95616.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference43 articles.

1. Amador A. (2005). “Comportamiento hidráulico de los aliviaderos escalonados en presas de hormigón compactado.” Ph.D. thesis UPC Barcelona Spain (in Spanish).

2. Characterization of the Nonaerated Flow Region in a Stepped Spillway by PIV

3. Developing Flow Region and Pressure Fluctuations on Steeply Sloping Stepped Spillways

4. The stepped spillway of M’Bali dam;Bindo M.;Int. Water Power Dam Constr.,1993

5. Boes R. M. (1999). “Physical model study on two-phase cascade flow.” Proc. 28th IAHR Int. Congress (CD-ROM) Graf W. H. ed. International Association for Hydro-Environment Engineering and Research Delft The Netherlands.

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