Clicking "Download" will only navigate to the article page. To access the full article or download the PDF using your institute or individual membership, please click here for detailed instructions.
Author(s): Hesham K. Zare; John C. Doering
Linked Author(s): Hesham K. Zare, John (Jay) Doering
Keywords: Baffle-stepped spillway; cavity; end-sill spillway; energy dissipation; flow characteristics; rounded-stepped spillway; sharp-stepped spillway; skimming flow
Abstract: In this study, a two-dimensional physical model was used to evaluate the effectiveness of adding baffles and sills at step edges or of shifting them from step edges of a 1V:1H sloping, short, sharp- or round-crested stepped spillway with an ogee inlet. A comparison between different configurations of baffles and sills was carried out with respect to the energy dissipation and the flow characteristics. The baffle-shifted round-crested spillway gives the smallest discharge required for the onset of a skimming flow among all other configurations. The baffle-edged chute dissipates more energy than the sill-edged spillway. Shifting baffles or sills from the sharp edges decreases the energy dissipation. Shifting baffles or sills from the round-crested spillway increases the energy dissipation in the range of the discharges studied. Empirical equations for energy dissipation are introduced for practical application of spillways of comparable similar conditions.
DOI: https://doi.org/10.1080/00221686.2012.659840
Year: 2012