Labyrinth and Piano Key Weirs

Author:   Sébastien Erpicum ,  Frédéric Laugier (Electricité de France, France) ,  Jean-Louis Boillat (Ecole Polytechnique Fédérale de Lausanne, Switzerland) ,  Michel Pirotton (Université de Liège, Belgium)
Publisher:   Taylor & Francis Ltd
ISBN:  

9780415682824


Pages:   314
Publication Date:   10 May 2011
Format:   Hardback
Availability:   In Print   Availability explained
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Labyrinth and Piano Key Weirs


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Overview

Labyrinth spillways are almost as old as dam engineering. In spite of the fact that they appear as a very good technical-economical compromise, only 0.1% of large dams are equipped with such weirs. The main reason for this is that traditional labyrinth weirs usually cannot be installed on top of concrete gravity dams as they require a large foundation surface. In 2003 an improved concept of traditional labyrinth spillway emerged, with alveoli developed in overhangs from a reduced support area: the Piano Key Weir (PKW). The Piano Key Weir is a weir of particular geometry, associating to a labyrinth shape the use of overhangs to reduce the basis length. The main advantage of Piano Key Weirs is that it can be directly placed on a dam crest. As a result of extreme fl oods in the recent past, a growing demand for safety in society, and revised hydrological calculations, the need for reliable spillways has consequently become higher. In this context, the Piano Key Weir proves to be an interesting solution to increase the hydraulic capacity of spillway devices. The book contains the state-of-the-art on this still non-conventional hydraulic structure, and is divided into six main themes: Physical Modeling. Hydraulic capacity Physical Modeling. Downstream fittings Numerical Modeling Hydraulic Design Planned and achieved projects Nomenclature, Database, Future developments. The papers in Labyrinth and Piano Key Weirs demonstrate that dam engineering currently experiences a strong revival of labyrinth oriented weirs, and are particularly of interest to academia, researchers and professionals working in the area of hydraulic engineering, and to dam control authorities and dam owners.

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Author:   Sébastien Erpicum ,  Frédéric Laugier (Electricité de France, France) ,  Jean-Louis Boillat (Ecole Polytechnique Fédérale de Lausanne, Switzerland) ,  Michel Pirotton (Université de Liège, Belgium)
Publisher:   Taylor & Francis Ltd
Imprint:   CRC Press
Weight:   0.725kg
ISBN:  

9780415682824


ISBN 10:   0415682827
Pages:   314
Publication Date:   10 May 2011
Audience:   College/higher education ,  Professional and scholarly ,  Tertiary & Higher Education ,  Professional & Vocational
Format:   Hardback
Publisher's Status:   Active
Availability:   In Print   Availability explained
This item will be ordered in for you from one of our suppliers. Upon receipt, we will promptly dispatch it out to you. For in store availability, please contact us.

Table of Contents

Keynote lectures Physical modeling – Hydraulic capacity Numerical modeling Hydraulic design Planned and existing projects Nomenclature, data base, future developments

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Sébastien Erpicum, Frédéric Laugier, Jean-Louis Boillat, Michel Pirotton, Bernard Reverchon, Anton L. Schleiss

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