1. Akhavan, S., AbediKupaii,J., Mousavi S.F., Abbas Pour, K., Ephioni, M., Islamiyan S. S., 2011 .Estimation of "water" and "green water" using SWAT model in Hamadan-Bahar basin. Water and Soil science 53. 9-23. 2. Abbaspour, K. C., 2007. User Manual for SWAT-CUP SWAT Calibration and Uncertainty Analysis Prograns". Swiss Federal lnstitute of Aquatic Science and Technology. Eawag. Dubendorf. Switzerland: 95 p. 3. Amiri, M., 2007. Calibration and evaluation of SWRRB hydrologic model in order to simulate runoff. Natural Resources of Iran 4.797-808. 4. Bahremand, A. De and Smedt, F., 2010. Predictive Analysis and Simulation Uncertainty of a Distributed Hydrological Model. Water Resour Manage. Vol. 24, Pp. 2869-2880. 5. Bekiaris, A. De and Smedt, I. N. and Mimikou. N. A., 2005.Application of the SWAT model in the Ronnea catchment of Sweden. Glabal NEST Journal.Vol. 3, (7). Pp:252-257. 6. Beven, K.J., 2001. Rainfall-runoff modeling, the primer. Wiley, Chichester, UK. Pp.361. 7. Chen, C.S., Lin, Y.L., Peng, W.C., Liu, C.L., 2009. Investigation of a heavy rainfall event over southwestern Taiwan associated with a subsynoptic cyclone during the 2003 Mei-Yu season, Atmospheric Research Volume 95, Issues 2-3, 235-254. 8. Cordery, I., 1971. "Estimation of design hydrographs for small rural catchments", Journal of Hydrology, Vol. 13, Pp. 263-277. 9. Fallah Zavareh, M., 2011. Investigating the effect of rainfall pattern on SWMM and HEC-HMS.Sixth Congress of Civil Engineering. 10. Faramarzi, M., Abbaspour, K. C. Schulin, R. and Yang, H. 2009. Modelling blue and green water resources availability in Iran. Hydrological processes. 23, P:486–501. 11. Feyereisen, G. w., Sstrickland, T. C., Bosch, D. D. and Sullivan, D. G., 2007. Evaluation of SWAT manual calibration and input parameter sensitivity in the Little river watershed. American Society of Agricultural and Biological Engineers.Vol.50, Pp.843-855. 12. Haan, C. T., Jonson, H. P. and Brakensiek, D. L., 1982. Hydrologic modeling of small watersheds. American society of Agricultural Engineers, Pp, 532. 13. James, E. B,.1994, The influence of storm temporal patterns on catchment Response, Journal of Hydrology.Vol. 158, Pp. 285-303. 14. Lolis, C J., 2011 Winter convective precipitation variability in southeastern Europe and its connection to middle tropospheric circulation for the 60-year period, Theoretical and Applied Climatology, Vol107, 189-200. 15. Mello, C. R., Viala, M. R., Norton, L. D., Silva, A. M. and Weimar, F. A., 2008. Development and application of a simple hydrologic model simulation for a Brazillian headwater basian. Catena Vol.75, Pp 235-247. 16. Najafi, M. R., 2001. Hydrological systems, Rainfall-runoff modeling, University of Tehran, 1054 p. 17. Nouri, H., Ghayour, H., Masoudian, S. A., Azadi, M., 2012. Surveying clouds of heavy and heavy rainfall in the southern shores of the Caspian Sea. Journal of Geography and Environmental Planning, 3. 1-22. 18. Omani, N., Tagrishi, M., Abrishamchi, A., 2005. Simulation of river flow using SWAT and GIS model. Seventh international conference of river engineering, Ahvaz. Iran. 19. Refsgaard, J. C. and Knudsen, J., 1996. Operational validation and intercomparison of different types of hydrological models. Water resources research. Vol.32, Pp:2189–2202. 20. Refsgaard, J.C., 2007. Hydrological Modelling and River Basin Management, Phd Thesis. Geological Survey of Denmark and Greenland Danish Ministry of the Environment. P: 90 21. Remegio C. and Whittaker G., 2007. Sensitivity Analysis and interdependence of the SWAT model parameters. ASABE Paper No. 072101, 2007 ASAE Annual Meeting (Minneapolis, MN). St. Joseph, MI. 22. Steenbergen, V., Willems, P., 2012.Method for testing the accuracy of rainfall–runoff models in predicting peak flow changes due to rainfall changes, in a climate changing context. Journal hydrology, vol. 414-415, Pp. 425-434. 23. Strauch, M., Bernhofer, C., Koide, S., Volk, M., Lorz, C., Makeschin, F., 2012. Using precipitation data ensemble for uncertainty analysis in SWAT streamflow simulation Journal of Hydrology, Vol.414–415, Pp. 413-424. 24. Talebizadeh, M., Merid, S., 2007. Calibration and uncertainty analysis of a hydrologic model (SWAT) using SUFI method for estimating sediment concentration. The third conference of Iran water resources management. 25. Villani, P. and Veneziano, D., 1999. Best linear unbaised design hyetograph, Water Resources Research", Vol. 35, Pp. 2725 – 2738. 26. Xu, Z., X., Pang, J. P., Lio, C. M., and li, J. Y., 2009.Assessment of runoff and sediment yield in the Miyun Reservoir catchment by using SWAT model. Process. DOI: 10. 1002/hyp. Pp: 12.