Hydraulic model study of the blowback behaviour of the bottom outlet of the Berg River Dam, South Africa
| dc.contributor.author | Bosman, A. | en_ZA |
| dc.contributor.author | Basson, G. R. | en_ZA |
| dc.contributor.author | Bosman, D. E. | en_ZA |
| dc.date.accessioned | 2017-07-13T06:01:52Z | |
| dc.date.available | 2017-07-13T06:01:52Z | |
| dc.date.issued | 2016 | |
| dc.description | CITATION: Bosman, A., Basson, G. R. & Bosman, D. E. 2016. Hydraulic model study of the blowback behaviour of the bottom outlet of the Berg River Dam, South Africa. Journal of the South African Institution of Civil Engineering, 58(1):43-52, doi:10.17159/2309-8775/2016/v58n1a5. | |
| dc.description | The original publication is available at http://www.scielo.org.za | |
| dc.description.abstract | The Berg River Dam is equipped with the first multi-level draw-off environmental flood release outlet in South Africa and can release flows up to about 200 m3/s. The outlet is controlled by a radial gate at the outlet end, and is protected by a vertical emergency gate near the inlet end. Commissioning tests of the emergency gate in 2008 found that large volumes of air were expelled, instead of the expected air entrainment into the air vent, designed to reduce expected negative pressures in the conduit during emergency gate closure. This paper describes the testing of a 1:14 physical model representing the outlet works of the Berg River Dam to determine the reasons for the unexpected release of air from the outlet work's air vent, as observed in the field during the commissioning tests of the emergency gate in the outlet conduit. Simulations of continuous gate closure on the as-built physical model of the Berg River Dam outlet showed predominant inflow of air into the air vent during emergency gate closure, with intermittent short duration high-speed air releases during the stages of emergency gate openings between 37% and 25% open. The problem was determined to be one of intermittent air blowback from the outlet conduit via the air vent during the latter stage, rather than continuous air release for all stages of the gate opening operation. The cause of the blowback was found to be the constriction of flow due to a reduction in the conduit cross-section at the radial gate chamber located at the downstream end of the outlet conduit. | en_ZA |
| dc.description.version | Publisher's version | |
| dc.format.extent | 10 pages | |
| dc.identifier.citation | Bosman, A., Basson, G. R. & Bosman, D. E. 2016. Hydraulic model study of the blowback behaviour of the bottom outlet of the Berg River Dam, South Africa. Journal of the South African Institution of Civil Engineering, 58(1):43-52, doi:10.17159/2309-8775/2016/v58n1a5. | |
| dc.identifier.issn | 2309-8775 (online) | |
| dc.identifier.issn | 1021-2019 (print) | |
| dc.identifier.other | doi:10.17159/2309-8775/2016/v58n1a5 | |
| dc.identifier.uri | http://hdl.handle.net/10019.1/101964 | |
| dc.language.iso | en_ZA | en_ZA |
| dc.publisher | South African Institution of Civil Engineering | |
| dc.rights.holder | Authors retain copyright | |
| dc.subject | Dams -- South Africa -- Berg River -- Design and construction | en_ZA |
| dc.subject | Dam safety -- South Africa | en_ZA |
| dc.title | Hydraulic model study of the blowback behaviour of the bottom outlet of the Berg River Dam, South Africa | en_ZA |
| dc.type | Article | en_ZA |