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 foundat

chapter |32 pages

Keynote lectures

chapter |54 pages

Physical modeling – Hydraulic capacity

chapter |44 pages

Physical modeling – Downstream fittings

chapter |42 pages

Numerical modeling

chapter |40 pages

Hydraulic design

chapter |56 pages

Planned and existing projects