1. Akbari, M.E., Mittal, M.K. andPande, P.K. 1982. Pressurefluctuations on the floor of free andforced hydraulic jumpsد Paper C1.Proc. Int .Conf. on the HydraulicModeling of Civil Eng دStruc., BHRAFluid Engrgد, Coventry, Englandpaper C1, 87-96.
2. Falvey, H.T. 1990. Cavitation inchutes and spillways. EngineeringMonograph 42. Water ResourcesTechnical Publication. US PrintingOffice. Bureau of Reclamation.Denver.
3. Fattor, C.A., Lopardo MC, CasadoJM and Lopardo RA, 2007.Cavitation by Macro Turbulent
Pressure Fluctuation in HydraulicJump Stilling Basins. C.46. National
Institute of Water and Environment(INA), (1802) Ezeiza, Argentina.
4. Kenn , M.Jد and A.D. Garrod, 1981.Cavitation damage and the Tarbelatunnel collapse of 1974. p. 65-89.Proc. Institution Civil Engineers.Rawalpindi, Pakistan.
5. Khosrojerdi, A. 2010. Application ofpressure fluctuation under slot of highhead lift gate. p.78-89. Russia PowerConference and Exhibition, Moscow,Russia.
6. Lopardo, RدA., Delio, JدC. and VernetGدF. 1982. Physical modeling oncavitation tendency for macrobulenceof hydraulic jump. Paper C3, Pp.109-121. proc., Int. Conf. on HydraulicModelling of Civil Eng. Struc.,BHRA Fluid Engrs., Coventry,England.
7. Naudascher, E. 1991. Hydrodynamicforces. p. 134-186. Rotterdam;Brookfield: A.A. Balkema.
8. Novak, p., Cabelka J. 1981. Modelsin Hydraulic Engineering: physicalprinciples and design applications.Pitman advanced publishing program,Boston.
9. Sagar, B.T.A. 1979. Safe practices forhigh head outlet gates. p.459-467.13ICOLD Congress, New Delhi, India.
10. Sagar, B.T.A., 1995. ASCEHydrogates Task Committee designguidelines for high-head gates. J.Hydraul. Eng. 121:845-852.
11. Wagner, W.E. 1967. Glen Canyondiversion tunnel outletsد J. Hydraul.Divi. ASCE. 93: 113-134.
)
