Numerical solution of rigid column theory governing equations for surge tank analysis in hydropower plants using a Microsoft excel platform
Author:
Affiliation:
1. Department of Water Engineering, Faculty of Agriculture, University of Tabriz, Tabriz, Iran
2. School of Engineering institution, University of St. Thomas, Minnesota, Minneapolis, USA
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/09715010.2024.2394797
Reference14 articles.
1. Case Study: Lapino Powerplant Penstock Failure
2. Arrington, R.M. (1999). Failure of water-operated needle valves at Bartlett Dam and Oneida station hydroelectric plant. Proc. 3rd ASME/JSME Joint Fluid Eng. Conf., July 18–22, San Francisco, Calif., 1–5, ASCE Transaction.
3. Water-Hammer Damage to Oigawa Power Station
4. Investigating allowable distance between powerhouse and transformer caverns to prevent buckling phenomenon using numerical and analytical methods (case study: Bakhtiary dam and HPP)
5. ICOLD. (2022). Integrated operation of hydropower stations and reservoirs. CRC Press, ICOLD Bulletins Series, Boca Raton, Florida.
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