Cavitation Potential of Flow on Stepped Spillways

Author:

Frizell K. Warren1,Renna Floriana M.2,Matos Jorge3

Affiliation:

1. Retired, Research Hydraulic Engineer, Bureau of Reclamation, Denver, CO 80225 (corresponding author).

2. ATB Riva Calzoni SpA, 25030 Roncadelle, BS, Italy; formerly, Research Assistant, Technical Univ. of Bari, 70126 Bari, Italy.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference35 articles.

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

2. Amador A. Van der Graaf G. Sanchez-Juny M. Dolz J. Sanchez-Tembleque F. and Puertas J. (2004). “Characterization of the flow field in a stepped spillway by PIV.” Proc. 12th Int. Symp. on the Application of Laser Anemometry to Fluid Mechanics Springer-Verlag London.

3. Rough Surface Effects on Cavitation Inception

4. Arndt R. E. A. and Taghavi R. (1984). “Cavitation in various types of shear flow.” Proc. Water for Resource Development Conf. D. L. Schreiber ed. ASCE New York 417–421.

5. Baur T. and Köngeter J. (1998). “The three-dimensional character of cavitation structures in a turbulent shear layer.” Proc. 19th IAHR Int. Symp. on Hydraulic Machinery and Cavitation (CD-ROM) Environmental Engineering Society of Singapore Singapore.

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