[1] Ajmal M., Waseem M., Wi S., Kim T.-W., Evolution of a parsimonious rainfall–runoff model using soil moisture proxies. J. of Hydrology, 2015, 530, 623–633.10.1016/j.jhydrol.2015.10.019
[2] Baltas E.A., Dervos N.A., Mimikou M.A., Technical Note: Determination of the SCS initial abstraction ratio in an experimental watershed in Greece, Hydrol. Earth Syst. Sci., 2007, 11, 1825–1829.10.5194/hess-11-1825-2007
[3] Banasik K., Woodward D.E., Empirical determination of runoff Curve Number for a small agriculture catchment in Poland, Proceedings of the 2nd Joint Federal Interagency Conference, Las Vegas, NV, USA, 27 June–1 July 2010.
[4] Banasik K., Rutkowska A., Kohnová S., Retention and Curve Number Variability in a Small Agricultural Catchment: The Probabilistic Approach, Water, 2014a, 6, 1118–1133.10.3390/w6051118
[5] Banasik K., Krajewski A., Sikorska A., Hejduk L., Curve Number estimation for a small urban catchment from recorded rainfall-runoff events, Archives of Environmental Protection, 2014b, 40(3), 75–86.10.2478/aep-2014-0032
[6] Chauhan M.S., Kumar V., Rahul A.K., Modelling and quantifying water use efficiency for irrigation project and water supply at large scale, Int. J. Adv. Sci. Tech. Res., 2013, 3, 617–639.
[7] Chen C.L., An evaluation of the mathematics and physical significance of the Soil Conservation Service curve number procedure for estimating runoff volume, Proc., Int. Symp. on Rainfall-Runoff Modeling, Water Resources Publ., Littleton, Colo., 1982, 387–418.
[8] Deshmukh D.S., Chaube U.C., Hailu A.E., Gudeta D.A., Kassa M.T., Estimation and comparison of curve numbers based on dynamic land use land cover change, observed rainfall-runoff data and land slope, J. Hydrol., 2013, 492, 89–101.10.1016/j.jhydrol.2013.04.001
[9] De Paola F., Ranucci A., Feo A., Antecedent moisture condition (SCS) frequency assessment: A case study in southern Italy, Irrig. Drain., 2013, 62, 61–71.10.1002/ird.1801
[10] Epps T.H., Hitchcock D.R., Jayakaran A.D., Loflin D.R., Williams T.M, Amatya D.M., Curve Number derivation for watersheds draining two headwater streams in lower coastal plain South Carolina, USA. J. of American Water Resources Association (JAWRA), 2013, 49(6), 1284–1295.10.1111/jawr.12084
[11] Hawkins R.H., Asymptotic determination of Curve Numbers from data, Journal of Irrigation and Drainage Division, 1993, 119(2), 334–345.10.1061/(ASCE)0733-9437(1993)119:2(334)
[12] Hawkins R.H., Jiang R., Woodward D.E., Hjelmfelt A.T., Van Mullem J.A., Quan Q.D., Runoff Curve Number Method: Examination of the Initial Abstraction Ratio, Proceedings of the Second Federal Interagency Hydrologic Modeling Conference, Las Vegas, Nevada, U.S. Geological Survey, Lakewood, Colorado, ASCE Publications 2002.
[13] King K.W., Balogh J.C., Curve numbers for golf course watersheds, American Society of Agricultural and Biological Engineers, 2008, 51(3), 987–996.10.13031/2013.24536
[14] Kowalik T., Wałęga A., Estimation of CN Parameter for Small Agricultural Watersheds Using Asymptotic Functions, Water, 2015, 7(3), 939–955.10.3390/w7030939
[15] Krzanowski S., Miler A.T., Walega A., The effect of moisture conditions on estimation of the CN parameter value in the mountain catchment, Infrastruct. Ecol. Rural Areas, 2013, 3, 105–117, (in Polish).
[17] Michel C., Vazken A., Perrin C., Soil conservation service curve number method: how to mend a wrong soil moisture accounting procedure, Journal of Water Resources Research, 2005, 41, 1–6.10.1029/2004WR003191
[19] Mishra S.K., Singh V.P., Long-term hydrological simulation based on the Soil Conservation Service curve number, J. Hydrol. Process., 2004, 18, 1291–1313.10.1002/hyp.1344
[20] Nash J.E., Sutcliffe J.V., River flow forecasting through conceptual models. Part I – a discussion of principles, J. of Hydrol., 1970, 10(3), 282–290.10.1016/0022-1694(70)90255-6
[23] Rallison R.E., Miller N., Past, present, and future SCS runoff procedure. In: Rainfall-runoff relationship, Proc. of the International Symphosium on Rainfall-Runoff Modelling, Missisipi, Missisipi State University, 18–21 May 1981, 353–364.
[24] Ritter A., Muñoz-Carpena R., Performance evaluation of hydrological models: statistical significance for reducing subjectivity in goodness-of-fit assessments, J. of Hydrol., 2013, 480, 33–45.10.1016/j.jhydrol.2012.12.004
[25] Rutkowska A., Kohnová S., Banasik K., Szolgay J., Karabowá B., Probabilistic properties of a curve number: A case study for small Polish and Slovak Carpathian Basins, Journal of Mountain Science, 2015, 12(3), 533–548.10.1007/s11629-014-3123-0
[26] Sahu R.K., Mishra S.K., Eldho T.I., Performance evaluation of modified versions of SCS curve number method for two watersheds of Maharashtra, India, ISH J. Hydraul. Eng., 2012, 18(1), 27–36.10.1080/09715010.2012.662425
[27] Soulis K.X., Valiantzas J.D., SCS-CN parameter determination using rainfall-runoff data in heterogeneous watersheds – the two-CN system approach, Hydrology and Earth System Sciences, 2012, 16, 1001–101.10.5194/hess-16-1001-2012
[28] Soulis K.X., Valiantzas J.D., Identification of the SCS-CN Parameter Spatial Distribution Using Rainfall-Runoff Data in Heterogeneous Watersheds, Water Resour Manage, 2012, 27, 1737–1749.10.1007/s11269-012-0082-5
[30] Wałęga A., Rutkowska A., Usefulness of the Modified NRCS-CN Method for the Assessment of Direct Runoff in a Mountain Catchment, Acta Geophysica, 2015, 63(5), 1423–1446.10.1515/acgeo-2015-0043
[31] Wałęga A., Michalec B., Cupak A., Grzebinoga M., Comparison of SCS-CN Determination Methodologies in a Heterogeneous Catchment, Journal of Mountain Science, 2015, 12(5), 1084–1094.10.1007/s11629-015-3592-9
[32] Woodward D.E., Hawkins R.H., Jiang R., Hjelmfelt A.T. Jr., Van Mullem J.A., Quan D.Q., Runoff Curve Number Method: Examination of the Initial Abstraction Ratio, World Water and Environ. Resour. Congress and Related Symposia, EWRI, ASCE, 23–26 June, 2003, Philadelphia, Pennsylvania, USA.10.1061/40685(2003)308