Unsteady Hydrodynamic Behavior at Piano Key Weirs
Author:
Affiliation:
1. Researcher, Dept. of Civil Engineering, Stellenbosch Univ., Stellenbosch 7600, South Africa (corresponding author). ORCID: .
2. Professor, Dept. of Civil Engineering, Stellenbosch Univ., Stellenbosch 7600, South Africa.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001729
Reference32 articles.
1. Pressure induced by vertical planar and inclined curved weir-plates undergoing streamwise rotational vibration
2. Finite Crest Length Weir Nappe Oscillation
3. Anderson R. M. 2011. “Piano key weir head discharge relationships.” Master’s thesis. Dept. of Civil and Environmental Engineering Utah State Univ.
4. Blancher B. F. Montarros and F. Laugier. 2011. “Hydraulic comparison between Piano Key Weirs and labyrinth spillways.” In Proc. Int. Conf. Labyrinth and Piano Key Weirs (PKW 2011) 141–150. Leiden Netherlands: CRC Press.
5. The Theory and Practice of Hydrodynamics and Vibration
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