Article Main

Sumita Chandel M. S. Hadda

Abstract

Quantification of the surface runoff in a watershed is of vital importance for solution of many water resource problems. It can be quantified by employing large number of estimation approaches. Of these, SCS-CN approach is quite simple effective and requires less number of parameters. Thus, the objective of the study was to employ soil conservation service-curve number (SCS-CN) approach and their modifications to estimate surface runoff for Patiala-Ki-Rao watershed, district SAS, Nagar, Punjab and to choose the best model of the 8-different employed models. Soil moisture retention parameter was characterised and optimised by using the descriptive statistics and later used in the models. The mean and median valueof soil moisture retention parameter was 47.2 mm and 35.9 mm for June to September months and 35.4 to 30.8 mm for October to March months. The models were evaluated on the basis of Root Mean Square Error (RMSE), Nash- Scutcliffe Efficiency (NSE), Coefficient of Determination (R2) and Per cent Bias (PB). Of the evaluated and tested models, NRCS model (M5) performed best with the highest score of 32 and 31 by employing mean andmedian values of soil moisture retention parameter in Patiala-Ki-Rao watersheds over the other models. Further, the results of the study suggested in evaluating the performance of NRCS model (M5) in other treated micro-watersheds at Patiala-Ki-Rao, Punjab, over the control.

Article Details

Article Details

Keywords

Model, Nash Scutclifee Efficiency, Punjab, Root mean square error, Watershed

References
Azmal, M. and Kim, T. W. (2015). Quantification excess storm water using SCS-CN based rainfall runoff models and different curve number determination methods. J. Irrig. Civil Eng., 141(3):04014058.
Azmal,M., Ahn, J. H. and Kim, T. W.(2016). Excess storm water quantification in ungauged watershed using an event based modified NRCS model. Water Resour. Manage., 30:1433-1448.
Cazier, D. J.and Hawkins R. H. (1984). Regional application of the curve number method. Water today and tomorrow. Proc. ASCE Irrigation and Drainage Division Special Conf., ASCE, New York, 710.
Diaz-Ramirez, J. N., McAnally, W. H. and Martin, J. L.(2011). Analysis of hydrological processes applying the HSPF model in selected watersheds in Alabama,
Mississippi, and Puerto Rico. Appl. Eng. Agri. 27(6):937–954.
Feyereisen, G. W., Strickland, T. C., bosch, D. D., Truman, C. C., Sheridan, J. M. and Potter T. L. (2008). Curve number estimated for conventional and conservation tillage in the Southeast Coastal Plain. J. Soil Water Conserv. 63 (3): 120-128.
Hadda, M. S., Khera, K. S.and Kukal, S. S. (2000). Soil and water conservation practices and productivity in northern-western submontane tract of India. Indian J. Soil Cons. 28: 187-92.
Hadda, M. S., Sur, H. S. and Sandhu, B. S.(2001). Runoff and soil loss in foothills of Shivaliks. Indian J. Soil Cons. 29: 14-17.
Hadda, M. S., Sandhu B. S. Singh, T. (2002). A runoff model for micro-watershed in North-Western tract of India. J. Punjab Acad. Sci. 1:1-8.
Heggen, R. J. (2001). Normalized antecedent precipitation index. J. Hydrol. Eng., ASCE, 6(5): 377-381.
Jain, M. K., Mishra, S. K., Suresh Babu, P.and Venugopal, K. (2006). On the Ia-S relation of the SCS-CN method. Nordic Hydrol.37 (3):261-275.
Lin, G. F. and Wang, C.M. (2007). A nonlinear rainfall-runoff model embedded with an automated calibration method – Part 1: The model, J Hydrol. 341: 186–195.
Meher, Janhabi (2014). Rainfall and runoff estimation using hydrological models and ANN techniques. PhD Thesis. Civil Engineering. National Institute of Civil Engineering, Rourkela.
Mishra, S. K., Jain, M. K., Pandey, R. P. and Singh, V. P.(2005). Catchment area-based evaluation of the AMC-Dependent SCS-CN-inspired rainfall-runoff models. Hydrol. Pro.19(14). 2701-2718.
Moriasi, D. N., Arnold, J. G., Van Liew, M. W., Binger, R. L., Harmel, R. D. and Veith, T. ( 2007). Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Trans ASABE, 50 (3):885-900.
Papanicolaou, A.N., Elhakeem, M., Krallis, G., Prakash, S.and Edinger, J. (2008). Sediment transport modeling review-current and future developments. J. Hydrol. Eng. 134(1): 1-14.
Ponce, V. M. and Hawkins, R. H. (1996). Runoff curve number: has it reached maturity? J. Hydrol. Eng.1: 11-19.
Ritter, A. and Munoz-carpena R.(2013). Performance evaluation of hydrological models: Statistical significance for
reducing subjectivity in goodness of fit assessment. J. Hydrol. 480: 33-45.
SCS, (1972).National Engineering Handbook, Section 4, Hydrology. Soil Conservation Service, US Department of Agriculture, Washigton DC.
Shi, Z. H., Chen, L. D., Fang, N. F., Qin, D. F. and Cai, C. F.(2009). Research on the SCS-CN initial abstraction ratio using rainfall-runoff event analysis in the Three Gorges Area, China. Catena, 77 (1): 1-7.
Singh, M. (2014). Simulating rainfall changes effects on runoff and soil erosion in submontane Punjab. M.Sc. Thesis, Punjab Agricultural University, Ludhiana.
Soil Survey Staff. (1975). ‘Soil Taxonomy’. Agriculture Handbook 436. (Soil Conservation Service, USDA: Washington, D.C.)
Thornthwaite, C. W. (1948). An approach towards a rational classification of climate. Reviews of Geophysics, 38: 55-94.
Vaezi, A. R., Bahrami, H. A., Sadeghi S. H. R. and Mahdian M. H. (2010). Modelling relationship between runoff and soil properties in dry-farming lands, NW Iran.Hydrol. sys. Sci. Dis.7: 2577–2607.
Wang, D., Bao, L. Q., Wang, M. and Zhang, W. (2015). Application of SCS-CN Model in Runoff Estimation. International Symposium on Material, Energy and Environment Engineering: 50-54.
Woodward, D. E., Hawkins, R. H., Jiang, R., Hjelmfelt, Jr., A. T., Van Mullem., J. A. and Quan Q.D. (2003). “Runoff curve number method: Examination of the initial abstraction ratio.” Proc., World Water and Environmental Resources Congress, 1-10.
USDA-NRCS (US Department of Agriculture, Natural Resources Conservation Service) (2004). ‘Hydrology’ National Engineering Handbook, Supplement A, Section 4. Soil Conservation Service, USDA, Washington, DC.
Section
Research Articles

How to Cite

Quantification of surface runoff in Patiala-Ki-Rao watersheds using modified NRCS model: a case study. (2017). Journal of Applied and Natural Science, 9(3), 1573-1581. https://doi.org/10.31018/jans.v9i3.1403