Structure of Non-Evaporating Diesel Sprays
Main Article Content
Abstract
Article Details
References
Allievi, L., (1913). „„Teoria del colpo d‟ariete,‟‟ Atti Collegio Ing. Arch. (English translation by Halmos EE 1929) „„The Theory of Waterhammer,‟‟ Trans. ASME.
Blaisdell, F. W., and Manson, P. W. (1967). "Energy loss at pipe junctions." Irrigarion and Drainage Divsion Proceedings of ASCE, vol. 93(IR3), September, 59-78
Chaudhry, M. H. (1987).Applied Hydraulic Transients, Second ed. Van Nostrand Reinhold Co., New York, N. Y.
Gardel, A. (1956). Chambres d’Equilibre, Lausanne, Switzerland.
Ito, H., and Imai, K. (1973). “Energy losses at 90 degree pipe junctions.” J. Hydr.Div., ASCE, 99(9), 1353-1368.
Jaeger, C. (1954). “Present Trends In Surge Chamber Design”, Proc.Inst. Mech. E., vol. 108.
Jaeger, C. (1958). “Contribution to the Stability Theory of Systems of Surge Tanks,” Trans. ASME, vol. 80 pp. 1574-1584, 1958.
Jaeger, C. (1960). A review of Surge-Tank Stability Criteria, J. Basic Eng., Trans. ASME, pp 765-783, Dec., 1960.
Jaeger, C. (1963). “The theory of Resonance in Hydropower Systems, Discussion of Incidents and Accidents Occurring in Pressure Systems,” Trans, ASME, vol, 85, ser. D. p. 631, Dec., 1963.
Mosonyi, E., and Seth, H. B. S. (1975). “The surge tank a device for controlling water hammer,” Water power and Dam construction, Vol. 27(2).
Parmakian, J. (1963). Waterhammer Analysis. Dover Publications, Inc., New York, New York.
Thoma, D., (1910). Zur Theorie des Wasserschlosses bei Selbsttaetig Geregelten Turbinenanlagen, Oldenburg, Munchen, Germany.
Wylie, E. B., and Streeter, V. L. (1993). Fluid Transients in Systems. Prentice-Hall, Englewood Cliffs, New Jersey.
ACCESS