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Backwater effects of Jambor weir sill
Compared with traditional weirs, Jambor weirs have the advantage that they reduce afflux due to their hydraulically-optimized shape. Hence, for identical discharge capacity, the height of the gate and thus the cost are reduced significantly. Although Jambor weir sills have been used in a combination with movable weirs for decades, the relationship between sill height, headwater and tailwater conditions and the resulting discharge has so far not been investigated systematically. Based on extensive tests in a hydraulic flume, an empirical equation and a dimensionless design chart were developed to estimate the backwater effect in the design phase to achieve the highest possible weir sill with an optimum hydraulic performance.
Backwater effects of Jambor weir sill
Compared with traditional weirs, Jambor weirs have the advantage that they reduce afflux due to their hydraulically-optimized shape. Hence, for identical discharge capacity, the height of the gate and thus the cost are reduced significantly. Although Jambor weir sills have been used in a combination with movable weirs for decades, the relationship between sill height, headwater and tailwater conditions and the resulting discharge has so far not been investigated systematically. Based on extensive tests in a hydraulic flume, an empirical equation and a dimensionless design chart were developed to estimate the backwater effect in the design phase to achieve the highest possible weir sill with an optimum hydraulic performance.
Backwater effects of Jambor weir sill
Gebhardt, Michael (Autor:in) / Pfrommer, Udo (Autor:in) / Belzner, Fabian (Autor:in) / Eisenhauer, Norbert (Autor:in)
Journal of Hydraulic Research ; 50 ; 344-349
01.06.2012
6 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Backwater effects of Jambor weir sill
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