The Use of Asymptotic Functions for Determining Empirical Values of CN Parameter in Selected Catchments of Variable Land Cover

[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.2015.10.019Search in Google Scholar

[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-11-1825-2007Open DOISearch in Google Scholar

[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.Search in Google Scholar

[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/w6051118Search in Google Scholar

[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-2014-0032Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.2013.04.001Search in Google Scholar

[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.1801Open DOISearch in Google Scholar

[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.12084Search in Google Scholar

[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)Search in Google Scholar

[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.Search in Google Scholar

[13] King K.W., Balogh J.C., Curve numbers for golf course watersheds, American Society of Agricultural and Biological Engineers, 2008, 51(3), 987–996.10.13031/2013.24536Search in Google Scholar

[14] Kowalik T., Wałęga A., Estimation of CN Parameter for Small Agricultural Watersheds Using Asymptotic Functions, Water, 2015, 7(3), 939–955.10.3390/w7030939Search in Google Scholar

[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).Search in Google Scholar

[16] Malone R.W., Yagow G., Baffaut C., Gitau M.W., Qi Z., Amatya D.M., Parajuli P.B., Bonta J.V., Green T.R., Parameterization guidelines and considerations for hydrologic models, Transaction of the ASABE, 2015, 58(6), 1681–1703.10.13031/trans.58.10709Search in Google Scholar

[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, 1–6.10.1029/2004WR003191Search in Google Scholar

[18] Mishra S.K., Singh V.P., SCS-CN-based hydrologic simulation package, [in:] V.P. Singh, D.K. Frevert (Eds.), Mathematical Models of Small Watershed Hydrology and Applications, Water Resources Publs., LLC, Highlands Ranch, 2002, 391–464.Search in Google Scholar

[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.1344Open DOISearch in Google Scholar

[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)90255-6Search in Google Scholar

[21] Ponce V.M., Engineering Hydrology: Principles and Practices, Prentice Hall, Upper Saddle River, New Jersey, 1989.Search in Google Scholar

[22] Ponce V.M., Hawkins R.H., Runoff curve number: Has it reached maturity? J. Hydrol. Eng., 1996, 1(1), 11–19.10.1061/(ASCE)1084-0699(1996)1:1(11)Search in Google Scholar

[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.Search in Google Scholar

[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.2012.12.004Search in Google Scholar

[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/s11629-014-3123-0Search in Google Scholar

[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), 27–36.10.1080/09715010.2012.662425Search in Google Scholar

[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-16-1001-2012Open DOISearch in Google Scholar

[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/s11269-012-0082-5Search in Google Scholar

[29] USDA Natural Resources Conservation Service. Hydrology, [in:] National Engineering Handbook; USDA Soil Conservation Service: Washington, DC, USA, 2004, Chapter 9.Search in Google Scholar

[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-2015-0043Search in Google Scholar

[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/s11629-015-3592-9Search in Google Scholar

[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)308Search in Google Scholar

[33] Ven Te Chow, Maidment D.K., Mays L.W., Applied of Hydrology, McGraw Hill Book Company, New York 1988.Search in Google Scholar