- Allen, R. G., Pereira, L. S., Raes, D., & Smith, M. (1998). Crop evapotranspiration-Guidelines for computing crop water requirements-FAO Irrigation and drainage paper 56. Fao, Rome, 300(9), D05109.
- Ara, Z., & Zakwan, M. (2018). Estimating runoff using SCS curve number method. International Journal of Emerging Technology and Advanced Engineering, 8(5), 195-200.
- Azizian, A., & Shokoohi, A. (2014). Development of a New Method for Estimation of SCS Curve Number Based on Saturation Excess Concept. Iran-Water Resources Research, 10(3), 26-37. (In Persian)
- Ayman, A. & Hoogenboom, G. (2009). A comparison of ASCE and FAO-56 reference evapotranspiration for a 15-min time step in humid climate conditions. Journal of Hydrology, 375, 326-333.
- Bartlett, M. S., Parolari, A. J., McDonnell, J. J., & Porporato, A. (2016). Beyond the SCS‐CN method: A theoretical framework for spatially lumped rainfall‐runoff response. Water Resources Research, 52(6), 4608-4627.
- Buszney, M.(1989). Improving the efficency of SCS runoff curve number. Journal of Irrigation and Drainage Engineering, 115(1), 798-805.
- Ebrahimian, M., See, L., & Abdul Malek, I. (2009). Application of natural resources conservation service- curve number method for runoff estimation with GIS in the Kardeh watershed, Iran. European Journal of scientific research, 34(4), 575-590.
- Ebrahimian, M. (2012). Application of NRCS-curve number method for runoff estimation in a mountainous watershed. Caspian Journal of Environmental Sciences, 10(1), 103-114.
- Fazloula, R., & Akhound ali, A., & Behnia, A. (2007). Determination of runoff prediction equations in mountainous catchments (case study: amameh and kasilian representative catchments). Journal of agricultural sciences and natural resources, 13(6), 1-13. https://www.sid.ir/en/journal/ViewPaper.aspx?id=96694 (In persion)
- Gholami, V., & Bashirgonbad, M., & Azodi, M., & Jokar Sarhangi, E. (2010). The influence of land use changes on intensifying runoff generation and flood hazard in kasilian watershed. Iranian journal of watershed management science and engineering,3(9),55-57. https://www.sid.ir/en/journal/ViewPaper.aspx?id=215913 (In Persion)
- Hawkins, R. H. (1984). A comparison of predicted and observed runoff curve numbers. American Society of Civil Engineers.
- Huang, M., Gallichand, J., Dong, C., Wang, Z., & Shao, M. (2007). Use of soil moisture data and curve number method for estimating runoff in the Loess Plateau of China. Hydrological Processes: An International Journal, 21(11), 1471-1481.
- Mahmoodi, M., & Honarmand, M., & Naseri, F., & Mohammadi, S. (2020). The Effect of Land Use Changes on the Flood Hydrograph in the Kashaf-Rood River by Analyzing of SCS-CN Results. Journal of water and soil (agricultural sciences and technology), 34(1), 43-54. https://www.sid.ir/en/journal/ViewPaper.aspx?id=758832 (In Persian)
- Michel, C., Andréassian, V., & Perrin, C. (2005). Soil conservation service curve number method: How to mend a wrong soil moisture accounting procedure?. Water Resources Research, 41(2).
- Mishra, S., & Singh, V. (1999). Another look at SCS-CN method. Journal of Hydrological Engineering 4, 257-264.
- Mockus, V. (1949). Estimation of total surface runoff for individual storms. Exhibit A, Appendix B, Interim Survey Rep., (Neosho) River Watershed USDA, Washington, DC.
- Moradkhani, H., & Sorooshian, S.( 2009). General review of rainfall-runoff modelling: model calibration data assimilation and uncertainty analysis. Advanced Water Resource, 28(2), 135-147.
- Moriasi, D. N., Arnold, J. G., Van Liew, M. W., Bingner, R. L., Harmel, R. D., & Veith, T. L. (2007). Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Transactions of the ASABE, 50(3), 885-900.
- Muche, M. E., Hutchinson, S. L., Hutchinson, J. S., & Johnston, J. M. (2019). Phenology-adjusted dynamic curve number for improved hydrologic modeling. Journal of Environmental Management, 235, 403-413.
- Nandhakumar, S., Arsheya.S., & Kirtika Sri, V.K. (2019). Estimation of Precipitation Runoff Using SCS and GISApproach in Puzhal Watershed. International Journal of Civil Engineering and Technology (IJCIET), 10(1), 1978-1998.
- Nash, J.E., & Sutcliffe, J.V. (1970). River flow forecasting through conceptual models: Part I-a discussion of principles. Hydrol., 10(3), 282-290.
- Ponce, V.M., & Hawkins, H. (1996). Runoff curve number: Has it reached maturity?. Journal of Hydrologic Engineering, 1 (1), 11-19.
- Sadeghi, S. H. R., Mahdavi, M., & Razavi, S. L. (2008). Importance of Calibration of Maximum Storage Index Coefficient and Curve Number in SCS Model in Amameh, Kasilian, Darjazin and Khanmirza Watersheds. (In Persion)
- Sahu, R. K., Mishra, S. K., & Eldho, T. I. (2010). An improved AMC‐coupled runoff curve number model. Hydrological Processes, 24(20), 2834-2839.
- Salarijazi, M., Ghorbani, K. H., & Abdolhosseini, M. (2017). Estimation of Surface Runoff Hydrograph in Ungauged Basin without Land Cover and Land Use Data, Irrigation & Water Engineering, 7(26), 46. magiran.com/p1707802. (In Persian)
- Seyyed Kaboli, H., & Akhond-Ali, A. (2009). Evaluation of Loss Methods to Simulate flood events (Case study: Kasilian Basin). Water and Soil, 23(3). doi: 10.22067/jsw.v0i0.2288 (In Persion)
- Shamohammadi, S. (2013). Presenting the new adsorption isotherm model. Second international conference on environmental hazarde, Kharazmi University–Tehran, Oct 29& 30 (In Persion)
- Shamohammadi, S. )2017(. Presenting the mathematical model to determine retention in the watersheds. European Water 57,207-213.
- Shamohamadi, S., & Razavi Vanani, L. (2018). Water Resources Engineering. Shahrekord University. (In Persian).
- Shamohamadi, S., & Zomorodian, M. (2013). Comparison of Soil Conservation Service Model SCS and the Bennett Soil Moisture Accounting Model (SMA-B) in the Flood Estimation Zard River Basin, Iranian Journal of Watershed Management Science and Engineering, 7(20), 9. magiran.com/p1193841. (In Persian)
- Singh, P. K., Mishra, S. K., Berndtsson, R., Jain, M. K., & Pandey, R. P. (2015). Development of a modified SMA based MSCS-CN model for runoff estimation. Water Resources Management, 29(11), 4111-4127.
- Soulis, K. X., Valiantzas, J. D., Dercas, N., & Londra, P. A. (2009). Investigation of the direct runoff generation mechanism for the analysis of the SCS-CN method applicability to a partial area experimental watershed. Hydrology and Earth System Sciences, 13(5), 605-615.
- Sutradhar, H. (2018). Surface runoff estimation using SCS-C N method in Siddheswari River basin, Eastern India. Geog. Environ. Earth Sci. Int, 17(2), 1-9.
- Tabari, H., Talaee, P. H., Nadoushani, S. M., Willems, P., & Marchetto, A. (2014). A survey of temperature and precipitation based aridity indices in Iran. Quaternary International, 345, 158-166.
- USDA Soil Conservation Service. (1972). National engineering handbook, Section 4: Hydrology, Chapters 4-10, Washington, DC., 15(7), 15-11.
- Vaezi, A., & Abbasi, M. (2012). Efficiency of the SCS-CN Method in Estimating Runoff in Taham Cahi Watershed, North West of Zanjan. JWSS-Isfahan University of Technology, 16(61), 209-219.
- Wang, J. J., Ding, J. L., Zhang, Z., & Chen, W. Q. (2017, February). Improved Algorithm of SCS-CN Model Parameters in Typical Inland River Basin in Central Asia. In IOP Conference Series: Earth and Environmental Science (57(1),012051). IOP Publishing.
- Williams, J. R., Kannan, N., Wang, X., Santhi, C., & Arnold, J. G. (2012). Evolution of the SCS runoff curve number method and its application to continuous runoff simulation. Journal of Hydrologic Engineering, 17(11), 1221-1229.
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