Abstract
Event-based rainfall-runoff models are effective tools in operational hydrological forecasting and preparedness for extreme events. In the current study, the popular Natural Resources Soil Conservation curve number (NRCS-CN) model and the proposed simple nonlinear models were employed for runoff estimation. The runoff prediction capability of the NRCS model for the CN values obtained from tables was very poor in comparison to those calculated from the measured rainfall-runoff (storm-events) data. The proposed models were calibrated based on the rank-order, measured rainfall-runoff data (1,005 events) from 25 watersheds and validated in six watersheds for runoff estimation (170 events). The quantitative models’ performances were evaluated and compared based on the root mean square error (RMSE), Nash-Sutcliffe efficiency (NSE), and percent bias (PBIAS). Using tabulated CNs, the NRCS model exhibited comparatively insignificant results in the maximum number of watersheds (high RMSE, low NSE, and statistically poor PBIAS values). Using storm-event based calibrated CNs, the NRCS model showed improvement for runoff estimation. Furthermore, the proposed models without the CN concept were superior (with comparatively low RMSE, high NSE, and statistically significant PBIAS values) for depicting improved performance in almost all of the watersheds.
Similar content being viewed by others
References
Ajmal M, Kim TW (2014) Quantifying Excess Stormwater Using SCS-CN–Based Rainfall Runoff Models and Different Curve Number Determination Models. J Irrig Drain Eng 10.1061/(ASCE)IR.1943-4774.0000805, 04014058
Alfieri L, Pappenberger F, Waterhall F, Haiden T, Richardson D, Salamon P (2014) Evaluation of ensemble streamflow predictions in Europe. J Hydrol 517:913–922
Chung WH, Wang IT, Wang RY (2010) Theory-based SCS-CN method and its applications. J Hydrol Eng 15(12):1045–1058
D’Asaro F, Grillone G (2012) Empirical investigation of curve number mehtod parameters in the Mediterranean area. J Hydrol Eng 17(10):1141–1152
Deshmukh DS, Chaube UC, Hailu AE, Gudeta AA, Kassa MT (2013) Estimation and comparison of curve numbers based on dynamic land Use land cover change, observed rianfall-runoff data and land slope. J Hydrol 492:89–101
Grove M, Harbor J, Engel B (1998) Composite vs. Distributed curve numbers: effects on estimates of storm runoff depths. J Am Water Resour Assoc 34(5):1015–1023
Grunwald S, Norton LD (2000) Calibration and validation of a Non-point source pollution model. Agric Water Manag 45:17–39
Hawkins RH (1993) Asymptotic determination of runoff curve numbers from data. J Irrig Drain Eng 119(2):334–345
Hawkins RH, Hjelmfelt AT, Zevenbergen AW (1985) Runoff probability, storm depth, and curve numbers. J Irrig Drain Eng 111(4):330–340
Hawkins RH, Ward TJ, Woodward DE, Van Mullem JA (2009) Curve Number Hydrology-State of Practice. The ASCE/EWRI publication, ISBN. 978-0-7844-7257-6
Jacobs JH, Sirinavasan R (2005) Effects of curve number modification on runoff estimation using WSR-88D rainfall data in Texas watersheds. J Soil Water Conserv 60(5):274–279
Jain MK, Mishra SK, Singh VP (2006a) Evaluation of AMC dependent SCS-CN-based models using watershed characteristics. Water Resour Manag 204(4):531–552
Jain MK, Mishra SK, Suresh Babu P, Venugopal K (2006b) On the Ia–S relation of the SCS-CN model. Nord Hydrol 37(3):261–275
Jeon J, Lim KJ, Engel BA (2014) Regional calibration of SCS-CN L-THIA model: application for ungauged basins. Water 6(5):1339–1359
Kim NW, Lee J (2008) Temporally weighted average curve number method for daily runoff simulation. Hydrol Processes 22(25):4936–4948
Kim NW, Lee JW, Lee J, Lee JE (2010) SWAT application to estimate design runoff curve number for South Korean conditions. Hydrol Processes 24(15):2156–2170
King KW, Balogh JC (2008) Curve number for golf course watersheds. Trans Am Soc Agric Biol Eng 51(3):987–996
Marquardt DW (1963) An algorithm for least-squares estimation of nonlinear parameters. J Soc Ind Appl Math 11(2):431–441
Mays LW (2005) Water resources engineering, 2nd edn. Willey, Arizona, ISBN: 978-0-470-46064-1
McCuen RH (2002) Approach to confidence interval estimation for curve numbers. J Hydrol Eng 7(1):43–48
Miliani F, Ravazzani G, Mancini M (2011) Adaptation of precipitation index for the estimation of antecedent moisture condition in large mountainous basins. J Hydrol Eng 16(3):218–227
Mishra SK, Singh VP (2003) Soil conservation service curve number (SCS-CN) modelology. Kluwer, Dordrecht, ISBN: 1-4020-1132-6
Mishra SK, Singh VP (2006) A relook at NEH-4 curve number data and antecedent moisture condition criteria. Hydrol Processes 20(13):2755–2768
Mishra SK, Jain MK, Singh VP (2004) Evaluation of the SCS-CN-based model incorporating aantecedent moisture. Water Resour Manag 18(6):567–589
Mishra SK, Jain MK, Pandey RP, Singh VP (2005) Catchment area-based evaluation of the AMC-dependent SCS-CN-inspired rainfall-runoff models. Hydrol Processes 19(14):2701–2718
Mishra SK, Sahu RK, Eldho TI, Jain MK (2006) An improved Ia-S relation incorporating antecedent moisture in SCS-CN modelology. Water Resour Manag 20(5):643–660
Mishra SK, Jain MK, Babu PS, Venogupal K, Kaliappan S (2008a) Comparison of AMC-dependent CN-conversion formulae. Water Resour Manag 22(10):1409–1420
Mishra SK, Pandey RP, Jain MK, Singh VP (2008b) A rain duration and modified AMC-dependent SCS-CN procedure for long duration rainfall-runoff events. Water Resour Manag 22(7):861–876
Moriasi DN, Arnold JG, Van Liew MW, Bingner RL, Harmel RD, Veith TL (2007) Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Trans of the American Soc of Agric and Biol Eng 50(3):885–900
Park S, Oh C, Jeon S, Jung H, Choi C (2011) Soil erosion risk in Korean watersheds, assessed using the revised universal soil loss equation. J Hydrol 399(3):263–273
Ponce VM, Hawkins RH (1996) Runoff curve number: Has it reached maturity? J Hydrol Eng 1(1):11–19
Ritter A, Muñoz-Carpena R (2013) Performance evaluation of hydrological models: statistical significance for reducing subjectivity in goodness-of-Fit assessments. J Hydrol 480:33–45
Romero P, Castro G, Gomez JA, Fereres E (2007) Curve number values for olive orchards under different soil management. S Sci Soc Am J 71(6):1758–1769
Sahu RK, Mishra SK, Eldho TI (2010) Comparative evaluation of SCS-CN-inspired models in applications to classified datasets. Agric Water Manag 97(5):749–756
Schneider LE, McCuen RH (2005) Statistical guidelines for curve number generation. J Irrig Drain Eng 131(3):282–290
Soulis KX, Valiantzas JD (2012) SCS-CN parameter determination using rainfall-runoff data in heterogeneous watersheds–the Two-CN system approach. Hydrol Earth Syst Sci 16(3):1001–1015
Soulis KX, Valiantzas JD, Dercas N, Londra PA (2009) Investigation of the direct runoff generation mechanism for the analysis of the SCS-CN model applicability to a partial area experimental watershed. Hydrol Earth Syst Sci 13(5):605–615
StatSoft, Inc. (2011) STATISTICA (data analysis software system), version 10. www.statsoft.com.
Tan SBK, Chua LCH, Shuy EB, Lo EY, Lim LM (2008) Performance of rainfall-runoff models calibrated over single and continuous storm flow events. J Hydraul Eng 13(7):597–607
Tessema SM, Lyon SW, Setegn SG, Mortberg U (2014) Effects of different retention parameter estimation methods on the prediciton of surface runoff using the SCS curve number method. Water Resour Manag 28(10):3241–3254
Tramblay Y, Bouvier C, Martin C, Didon-Lescot JF, Todorovik D, Domergue JM (2010) Assessment of initial soil moisture conditions for event-based rainfall-runoff modelling. J Hydrol 387:176–187
USDA NRCS (2004) ‘Hydrology’ National Engineering Handbook, Supplement A, Section 4, Soil Conservation Service, USDA, Washington, D.C.
Woodward DE, Hawkins RH, Jiang R, Hjelmfelt Jr AT, Van Mullem JA, Quan DQ (2003) Runoff Curve Number Model: Examination of the Initial Abstraction Ratio, World Water & Environ Resour. Congress and Related Symposia, EWRI, ASCE, 23–26 June, 2003, Philadelphia, Pennsylvania, USA
Yuan Y, Nie W, McCutcheon SC, Taguas EV (2014) Initial abstraction and curve numbers for semiarid watersheds in southeastern Arizona. Hydrol Processes 28(3):774–783
Acknowledgments
This research was supported by a grant from the Construction Technology Innovation Program (11CTIPC06-Development of Korean Advanced Technology for Hydrologic Analysis) funded by the Ministry of Land, Infrastructure, and Transport (MLIT) of Korea. Special thanks to the Hydrological Survey Center (HSC) of Korea for providing measured data of stream flow.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Ajmal, M., Waseem, M., Ahn, JH. et al. Improved Runoff Estimation Using Event-Based Rainfall-Runoff Models. Water Resour Manage 29, 1995–2010 (2015). https://doi.org/10.1007/s11269-015-0924-z
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11269-015-0924-z