Determination of Surge Tank Diaphragm Head Losses by CFD Simulations

Author:

Alligne Sébastien,Rodic Primoz,Arpe Jorge,Mlacnik Jurij,Nicolet Christophe

Publisher

Springer Singapore

Reference12 articles.

1. Stucky, A. (1958). Chambres d’équilibres. EPFL, Cours d’aménagement des chutes d’eau, Sciences et Technique.

2. Huber, B. (2009). Physical model tests and CFD simulation of an asymmetrical Throttle in a T-Shaped Junction of a High Head Power Plant. 33rd IAHR Congress: Water Engineering for a sustainable Environment, pp. 5013–5021.

3. Klasinc, R., Bilus, I. (2009). Experimental and numerical approach to surge tank improvements. international symposium on water management and hydraulic engineering.

4. Richter, W., Dobler, W., Knoblauch, H. (2012). Hydraulic and numerical modelling of an asymmetric orifice within a surge tank. 4th IAHR international symposium on hydraulic structures. Porto, Portugal.

5. Gabl, R., Achleitner, S., Neuner, J., Götsch, H., Aufleger, M. (2011). 3D numerical optimisation of an asymmetric orifice in the surge tank of a high head power plant. 34th IAHR world congress, Brisbane, Australia.

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