Labyrinth and Piano Key Weirs III Proceedings of the 3rd International Workshop on Labyrinth and Piano Key Weirs PKW 2017 February 22 24 2017 Qui Nhon Vietnam 1st Edition by Sébastien Erpicum, Frédéric Laugier, Michel Ho Ta Khanh, Michael Pfister – Ebook PDF Instant Download/DeliveryISBN: 1351687836, 9781351687836
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Product details:
ISBN-10 : 1351687836
ISBN-13 : 9781351687836
Author: Sébastien Erpicum, Frédéric Laugier, Michel Ho Ta Khanh, Michael Pfister
Since the first implementation by Electricité de France on the Goulours dam (France) in 2006, the Piano Key Weir has become a more and more applied solution to increase the discharge capacity of existing spillways. In parallel, several new large dam projects have been built with such a flood control structure, usually in combination with gates. Today, more than 25 Piano Key Weirs are in operation or under construction all over the world. More than 15 years of research and development have enabled detailed investigations of the hydraulic and structural behaviour of the Piano Key Weir complex structure and have provided more and more accurate design equations. Following the proceedings of the first two workshops held in Liege (Belgium – 2011) and Paris (France – 2013), Labyrinth and Piano Key Weirs III collects the contributions presented by people with varied background, from researchers to practitioners, at the 3rd International Workshop on Labyrinth and Piano Key Weirs – PKW 2017 (22-24 February 2017, Qui Nhon, Vietnam). The papers, reviewed and accepted by an International Scientific Committee, summarize the current state-of-the-art on Piano Key Weirs from a theoretical to a practical point of view, and present most of the main projects in operation or under construction. Labyrinth and Piano Key Weirs III is thus a reference for students, practitioners and researchers interested in Dams Engineering.
Labyrinth and Piano Key Weirs III Proceedings of the 3rd International Workshop on Labyrinth and Piano Key Weirs PKW 2017 February 22 24 2017 Qui Nhon Vietnam 1st Table of contents:
I: Research and Development
I.1: Hydraulics
Research on Piano Key Weirs Capacity for Free and Submerged Flows
Flow Regimes over Trapezoidal Piano Key Weirs
Synthesis of Piano Key Weir Experimental Studies at Lnhe
Study of the Influence of Submergence on the Upstream Flow of Piano Key Weir
I.2: Geometry
The Effect of the Geometric Shape of the Alveoli on the Performance of Piano Key Weirs
Numerical Investigation of Wall Thickness Influence on Piano Key Weir Discharge Coefficients: a Prel
Experimental Study of Discharge Coefficient of a Piano Key Side Weir
I.3: Fluid-structure Interactions and Aeration
Fluid Structure Interaction of Piano Key Weirs
Design of a Piano Key Weir Aeration Network
Could Piano Key Weirs Be Subject to Nappe Oscillations?
I.4: Energy Dissipation
Toe-scour Formation at Piano Key Weirs
Experimental Study for Energy Dissipation Using Stilling Basin Downstream of Piano Key Weirs Type a
I.5: Future Applications and Developments
Piano Key and Labyrinth Weirs at German Waterways: Recent and Future Research of the Baw
Piano Key Weir as Overflow on Sedimentation Basin of Wastewater Treatment Plant
Physical Modeling Size-scale Effects for Labyrinth Weirs with Half-round Crests
II: Projects
II.1: Studies
A Piano Key Weir to Improve the Discharge Capacity of the Oule Dam Spillway (france)
Piano Key Weirs on a Lateral Spillway: from an Analytical Preliminary Design to a Detailed Design Va
Estimation of Discharge Coefficient and Optimization of Piano Key Weirs
A Comparison of Side Weirs and Labyrinth Weirs at Ilmenau River
II.2: Construction
The Raising of Hazelmere Dam by Means of Piano Key Weir
Construction and Testing of Two Piano Key Weirs at Charmines Dam
Construction of a Piano Key Weir Spillway at La Raviège Dam
Construction of a Piano Key Weir Spillway at Record Dam
Study, Design and Construction of the Van Phong Piano Key Weirs
Adoption of a Type D Piano Key Weir Spillway with Tapered Noses at Rambawa Tank, Sri Lanka
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