[1].Wylie,E.B., and Streeter V.L. ”Fluid Transients in Systems”, Prentice Hall, Inc., Englewood, NJ.,1993.
[2].Evanglisti, G.”Waterhammer Analysis by the Method of Characteristics.” L,Energ. Elec. Vol xv
nos, 10,11,12,Milan,1969.
[3].Gray, C.A.M.”The Analysis of the Dissipation of Energy in Water hammer,”Proc.Ascg,Vol.119, Paper
1176-1194.1953.
[4].Halliwell, A.R.”Velocity of Water hammer Wave in an Elastic Pipe. ”J.Hyd-Div, ASCE.VOL
89,NO.hy4, pp.1- 21 July 1963.
[5].Mears M.N.,”Real word Application of Pipeline Leak Detection” Proceedings of International Conference on
Pipeline in Frastructure. II, American Society of Civil Engineers, San Antonio,TX, PP,189-209 1993.
[6].Streeter, V.L., and E.B, ”Wylie: Hydraulic Transients”,M C Graw-ltill Bok co., New York 1967.
[7].J.C.P.Liou, J.Tian.”Leak Detection-Transient Flow Simulation Approaches”, J. of energy Resources
Technology,vo.117, sept1995.
[8].Jim C.P.Liou: ”Leak Detection by Mass Balance Effective for Norman Wells line”,Oil & Gas Journal
,Apr.22, 1996.
]10[ غلامرضا پوریایی، مدلسازی نشتی در خطوط لوله در حالت ناپایدار، پایان نامه کارشناسی ارشد مهندسی شیمی، دانشکده فنی و مهندسی، دانشگاه تربیت مدرس 1379
[10].Dupont, T.Rachford, H.H., et al “A Transient Remote integrity Monitor for pipelines Using Standard
SCADA Measurements”, INTERPIPE Conference, Houston, TX, 1980.
[11].“Evaluation Methodology for Software Baker Leak Detection Systems”, API PUBL,1155 , 95 December
7,1994.