↑ Bergeron, L., 1950. Du Coup de Bélier en Hydraulique - Au Coup de Foudre en Electricité. (Waterhammer in hydraulics and wave surges in electricity.) Paris: Dunod (bằng tiếng Pháp). (English translation by ASME Committee, New York: John Wiley & Sons, 1961.)
↑ Vitruvius Pollio with Morris Hicky Morgan, trans. The Ten Books on Architecture (Cambridge, Massachusetts: Harvard University Press, 1914); Book 8, Chapter 6, sections 5-8, pp. 245-246. Vitruvius states that when a water pipe crosses a wide valley, it must sometimes be constructed as an inverted siphon. He states that cavities ("venters") must be constructed periodically along the pipe "and in the venter, water cushions must be constructed to relieve the pressure of the air." "But if there is no such venter made in the valleys, nor any substructure built on a level, but merely an elbow, the water will break out, and burst the joints of the pipes." Swiss engineer Martin Schwarz — Martin Schwarz, "Neue Forschungsergebnisse zu Vitruvs colliviaria" [New research results on Vitruvius' colliviaria], pp. 353-357, in: Christoph Ohlig, ed., Cura Aquarum in Jordanien (Siegburg, Germany: Deutschen Wasserhistorischen Gesellschaft, 2008) — argues that Vitruvius' phrase vis spiritus referred not to air pressure, but to pressure transients (water hammer) in the water pipes. He found stone plugs (colliviaria) in Roman water pipes, which could be expelled by water hammer, allowing water in the pipe to flood the air chamber above the pipe, instead of rupturing the pipe.
↑ Ismaier, Andreas (2011), Untersuchung der fluiddynamischen Wechselwirkung zwischen Druckstößen und Anlagenkomponenten in Kreiselpumpensystemen [Investigation of the fluid dynamic interaction between pressure surges and system components in centrifugal pumping systems], Schriftenreihe des Lehrstuhls für Prozessmaschinen und Anlagentechnik, Universität Erlangen; Nürnberg Lehrstuhl für Prozessmaschinen und Anlagentechnik (bằng tiếng Đức) 11, Shaker, ISBN978-3-8322-9779-4 Bảo trì CS1: Ngôn ngữ không rõ (link)
↑ Michaud, J. (1878), “Coups de bélier dans les conduites. Étude des moyens employés pour en atténeur les effects” [Water hammer in pipes. Study of means used to mitigate its effects], Bulletin de la Société Vaudoise des Ingénieurs et des Architects (bằng tiếng Pháp) 4 (3,4): 56–64, 65–77
1 2 Tijsseling, A. S.; Anderson, A. (2008). Hunt, S., biên tập. “Thomas Young's research on fluid transients: 200 years on”. Proc. of the 10th Int. Conf. on Pressure Surges (Edinburgh, United Kingdom: BHR Group): 21–33. ISBN978-1-85598-095-2.
↑ Tijsseling, Arris S.; Anderson, Alexander (2007), “Johannes von Kries and the history of water hammer”, Journal of Hydraulic Engineering 133 (1): 1–8
↑ Allievi, L. (1902), “Teoria generale del moto perturbato dell'acqua nei tubi in pressione (colpo d’ariete)” [General theory of the perturbed motion of water in pipes under pressure (water hammer)], Annali della Società degli Ingegneri ed Architetti Italiani (Annals of the Society of Italian Engineers and Architects) (bằng tiếng Ý) 17 (5): 285–325 Bảo trì CS1: Ngôn ngữ không rõ (link)
