Alizadeh,A., 1995. principals of applied hydrology,Imam reza university press.
Bastola, S.C. Murphy and John Sweeney., 2011. The sensitivity of fluvial flood risk in Irish catchments to the range of IPCC AR4climate change scenarios, Science of the Total Environment, STOTEN journal- 12863; 13 pp. https:// doi.org/ 10.1016/ j.scitotenv. 2011. 08.042
Betül, S., 2010. Assessment of the effects of discordant sites on regional floodfrequency analysis, Journal of Hydrology, 380: 362-375. https://doi.org/10.1016/j.jhydrol.2009.11.011
Eagleson P. S., 1978. Climate, soil, and vegetation: 7. A derived distribution of annual water yield.Water Resources Research.14(5).765-776.https://doi.org/10.1029/WR014i005p00765
Feizei,H. Islamyan S, S., 2005.Comparing Regional and At-site L-moments for Estimation of Maximum Monthly Rainfall in the Zayandehroud Basin. Isfahan Water and Sewage Journal. 16(54).54-64.
Fiering, M. B., 1964.A Markov model for low-flow analysis. Bull. Int. Assoc. Sci. Hydrol., 9(2), 37-47.
Finlayson,B.L.,and Mc Mahoon.T.A.,1992. Global runoff.Encyclopedia of earth system science, Volume2. Academic prees Inc.San Diego,California.
Guttman N.B., Hosking J.R.M. and Wallis J.R., 1993. Regional precipitation quantile values for the continental United States computed from L-moments.J. of climte 6(12).2326-2340.
Haghighatjoo.p., 2002. Comparative evaluation of parametric and non-parametric methods for analyzing the frequency of precipitation. PhD Thesis, Department of Water Science Engineering, Shahid Chamran University of Ahvaz.
Hosking, J. R. M., 1990. L-moments: analysis and estimation of distributions using linear combinations of order statistics J. Royal Statistical Soc., Ser. B, London, England, Vol. 52, 105-124.
Jingyi, Z. and M.J. Hall., 2004. Regional Flood Frequency Analysis for the Gan- Ming River Basin in China, Journal of Hydrology, 296: 98-117. https://doi.org/ 10.1016/ j.jhydrol.2004. 03.018
Kalinin.G.P., 1971.Global Hydrology.Nat.Tech.information service,springfield, va.
Lall, U., Y.I. Moon and K. Bosworth.1993.A comparison of tail probability estimstion for floodfrequency analysis. Water Resource Research, 30(11): 3095-3103.
Lof, G. 0. C. and Hardison CH., 1966. Storage Requirements for Water in the United States. Water Resources Research 2(3):323- 354. https://doi.org/10.1029/WR002i003p00323
Mahdavi,m., 1992. Applied Hyrology.Tehran university press,Volume2
Markovich, RD .1965. Probability of best fit to distributions of annual precipitation and run off. Hydro.Paper.no. 8, Colorado State University, Fort Collins, Co.
McMahon,T.A.,Finlayson,B.L.,Haines,A.T.,and Srikhatan,R., 1992. Global runoff-continental comparisons of annual flows and peak discharges.Catena Verlage, Cremlingen-Destedt, Germany.
Pearson,C.P. 1995.Regional Frequncy analysis of low flowss in New Zeland rivers. J.Htdro-New Zeland,33(2),94-122.
Peel, M.C., T.A. McMahon and B.L. Finlayson., 2004. Continental Dfferences in the Variability of Annual Runoff- Update and Reassessment. Journal of Hydrology, (295): 185-197. https://doi.org/10.1016/j.jhydrol.2004.03.004
Pfanzle J., 1994. Parametric Statistical Theory. Berlin: de Gruyter textbook, New York.
Salas, JD and Smith, RA.1981.Physical basis of stochastic models of annual flows', Water Resources Research, 17(2), pp 428-430. https://doi.org/10.1029/WR017i002p00428
Simafar, Shojaodin.,1991.hydrology engineering,sahand polytechnic university press,Tabriz.
Stedinger, J.R., R.M. Vogel and E. Foufoula-Georgiou, Frequency Analysis of Extreme Events, Chapter 18, Handbook of Hydrology, McGraw-Hill Book Company, David R. Maidment, Editor-in-Chief, 1993.
Vogel, R.M., N.M. Fennessey (1993). L Moment Diagrmas Should Replace Product Moment Diagrams. WATER RESOURCES RESEARCH.29(6).1745-1752.
Vogel, R.M., N.M. Fennessey, and R.A. Bolognese., 1995. Storage-Reliability-ResilienceYield Relations for Northeastern United States. Journal of Water Resources Planning and Management 121, 365—374.
Yevjevich, . V.,1963. Fluctuations of wet and dry years, 1. Colo. State Univ., Fort Collins, Colo., Hydrol. Pap. No.1.