Journal: The International Journal on Hydropower & Dams
Loading...
Abbreviation
Int. J. Hydropower Dams
Publisher
Aqua-Media International
9 results
Search Results
Publications1 - 9 of 9
- Adapted reservoir management in the Zambezi river basin to meet environmental needsItem type: Journal Article
The International Journal on Hydropower & DamsMertens, Jasmin; Wehrli, Bernhard; Tilmant, Amaury; et al. (2013) - Reviewing research and experience on sediment bypass tunnelsItem type: Journal Article
The International Journal on Hydropower & DamsHagmann, Michelle; Albayrak, Ismail; Boes, Robert; et al. (2016) - Optimised Coanda screen for hydropower and fishItem type: Journal Article
The International Journal on Hydropower & DamsLifa, I.; Braun-Badertscher, S.; Boes, Robert (2023)The water supply for hydropower plants in Switzerland, is predominantly sourced from gravel-rich mountain streams using Tyrolean weirs. However, to keep solids out of the turbine water system, a sand trap must be installed. Furthermore, the Tyrolean weir inhibits fish migration. For these reasons, Coanda screens are increasingly used as water catchment systems, although scientifically unsubstantiated facts on the degree of rejection of solids and fish-friendliness are still circulating. This article helps to clarify various assumptions about Coanda screens. Some are supported, others are discarded. - Pier waves in sloping chutesItem type: Journal Article
The International Journal on Hydropower & DamsReinauer, Roger; Hager, Willi H. (1997)Waves behind chute piers generate shock waves which can lead to overtopping in surface spillways, and surging in tunnel spillways. The hydraulic features of pier waves are determined in sloping chutes, and a simple method of reduction is proposed. The results are presented in a generalized form which can be used directly in applications. - Performance of a counter-current type stilling basinItem type: Journal Article
The International Journal on Hydropower & DamsHager, Willi H. (1996)The performance of a stilling basin with counter-current flow was considered both experimentally and analytically. Depending on the position and height of the counter-current element relative to the approach section either poor boil type flow or effective counter-current type flow are induced. Based on an extended research programme, the optimum basin geometry was determined, together with information regarding the headwall and tailwater heights, and the dimensions of the secondary stilling basin. The design was compared with the 'simple' hydraulic stilling jump basin, and the USBR impact basin. The novel design performs well for high Froude numbers if a small tailwater depth is available. - Hydraulic design of stepped spillways for RCC damsItem type: Journal Article
The International Journal on Hydropower & DamsBoes, Robert; Minor, Hans-Erwin (2002)Stepped spillways for discharging excess flood waters have gained significant interest among researchers and dam engineers, both for new dams and for armoring existing embankment dams. Its main advantage was the significant energy dissipation along the chute as a result of the macro-roughness of the steps, and the reduced cavitation risk because of the greatly reduced flow velocities and the large amount of air entrainment. This paper focuses on significant findings of the research program and the development of design guidance to reduce the need for individual physical model studies. - Determining minimal residual flow at waterfalls used for hydropowerItem type: Journal Article
The International Journal on Hydropower & DamsHiller, Priska; Steffen, Kathrina; Boes, Robert; et al. (2011) - Design and construction of the sediment bypass tunnel at SolisItem type: Journal Article
The International Journal on Hydropower & DamsAuel, Christian; Boes, Robert; Ziegler, Thomas; et al. (2011) - Spacing of chute aerators for cavitation protectionItem type: Journal Article
The International Journal on Hydropower & DamsKramer, Kristian; Minor, H.-E.; Hager, Willi H. (2005)
Publications1 - 9 of 9