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Abhijit Bhuyan Munindra Borah

Abstract

The annual maximum discharge data of six gauging sites have been considered for L-moment based regional flood frequency analysis of Tripura, India. Homogeneity of the region has been tested based on heterogeneity measure (H) using method of L-moment. Based on heterogeneity measure it has been observed that the region consist of six gauging sites is homogeneous. Different probability distributions viz. Generalized extreme value (GEV), Generalized Logistic (GLO), Generalized Pareto (GPA), Generalized Normal (GNO), Pearson Type III (PE3) and Wakebay (WAK) have been considered for this investigation. PE3, GNO and GEV have been identified as the candidate distributions based on the L-moment ratio diagram and ZDIST -statistics criteria. Regional growth curves for three candidate distributions have been developed for gauged and ungauged catchments. Monte Carlo simulations technique has also been used to estimate accuracy of the estimated regional growth curves and quantiles. From simulation study it has been observed that PE3 distribution is the robust one.

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Keywords

Frequency analysis, L-moments, Monte carlo simulation, PE3 distribution, Quantile estimates

References
Atiem, I.A. and Harmancioglu, N.B. (2006). Assessment of regional floods using L-moments approach: the case of the River Nile. Water Resour. Manage., 20, 723-747.
Dalrymple, T. (1960). Flood frequency analysis, USGS water supply paper. US Govt. printing office, Washington, DC, 1543, 11-51-A.
Greenwood, J. A., Landwehr, J. M., Matalas, N. C. and Wallis, J. R. (1979). Probability weighted moments: definition and relation to parameters of several distributions expressable in inverse form. Wat. Resour. Res., 15:1049-1054.
Hosking, J.R.M. (1990). L-moments: Analysis and estimation of distributions using linear combinations of order statistics. J.R. Stat. Soc. Ser. B. Methodol., 52(2), 105-124.
Hosking, J.R.M., and Wallis, J.R. (1997). Regional frequency analysis- An approach based on L-moments, Cambridge University Press, New York.
Hussain, Z. and Pasha, G.R. (2008). Regional flood frequency analysis of the seven sites of Punjab, Pakistan, using Lmoments. Water Resour. Manage., DOI:10.1007/s11269-008-9360-7.
Kumar, R., Singh, R.D. and Seth, S.M. (1999). Regional flood formulas for seven subzones of zone 3 of India. J. Hydrologic Eng., 4(3), 240-244.
Kumar, R., Chatterjee, C., Kumar, S. and Lohani, A.K. (2003). Development of regional flood frequency relationship using L-moments for Middle Ganga Plains Subzone 1(f) of India. Water Resour Manage., 17, 243-257.
Kumar, R. and Chatterjee, C. (2005). Regional flood frequency analysis using L-moments for North Brahmaputra Region of India. J. Hydrologic Eng., 4(3), 240-244.
Paradia, B.P., Kachroo, R.K. and Shrestha, D.B. (1998). Regional Flood frequency analysis of Mahi-Sabarmati Basin (Subzone 3-a) using Index Flood procedure with L-moments. Water Resour Manage., 12: 1-12, 1998.
Saf, B. (2008). Regional Flood frequency analysis using Lmoments for the West Mediterranean region of Turkey. Water Resour Manage., DOI : 10.1007/s11269-008-9287-z.
Section
Research Articles

How to Cite

Regional flood frequency analysis of Tripura based on L-moment. (2012). Journal of Applied and Natural Science, 4(1), 36-41. https://doi.org/10.31018/jans.v4i1.218