Numerical Investigation of Water Hammer due to Transient in Parallel Pumps
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-021-00640-w.pdf
Reference25 articles.
1. Behroozi AM, Vaghefi M (2020) Numerical simulation of water hammer using implicit Crank-Nicolson local multiquadric based differential quadrature. Int J Press Vessel Pip 181:104078. https://doi.org/10.1016/j.ijpvp.2020.104078
2. Zuo Q, Qiu S, Lu W, Tian W, Su G, Xiao Z (2013) Water hammer characteristics of integral pressurized water reactor primary loop. Nucl Eng Des 261:165–173. https://doi.org/10.1016/j.nucengdes.2013.03.038
3. Tian W, Su GH, Wang G, Qiu S, Xiao Z (2008) Numerical simulation and optimization on valve-induced water hammer characteristics for parallel pump feedwater system. Ann Nucl Energy 35(12):2280–2287. https://doi.org/10.1016/j.anucene.2008.08.012
4. Afshar MH, Rohani M (2008) Water hammer simulation by implicit method of characteristic. Int J Press Vessel Pip 85(12):851–859. https://doi.org/10.1016/j.ijpvp.2008.08.006
5. Zhao M, Ghidaoui MS (2004) Godunov-type solutions for water hammer flows. J Hydraul Eng 130(4):341–348. https://doi.org/10.1061/(ASCE)0733-9429(2004)130:4(341)
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