A Comparative Study on Peak Flood Discharge Estimates by Extreme Value Family of Probability Distributions

Vivekanandan N.*
Scientist-B, Central Water and Power Research Station, Pune, Maharashtra, India.
Periodicity:August - October'2020
DOI : https://doi.org/10.26634/jfet.16.1.17521

Abstract

Estimation of Peak Flood Discharge (PFD) for a given return period is of utmost importance for planning and in design of hydraulic structures. This can be achieved through Flood Frequency Analysis (FFA) of stream flow data by fitting Extreme Value family of Distributions (EVD) that consists of Generalized Extreme Value, Extreme Value Type-1, Extreme Value Type-2 and Generalized Pareto to the series of observed Annual Maximum Discharge (AMD) data. Based on the intended applications and the variate under consideration, Method of Moments (MoM), Maximum Likelihood Method (MLM) and LMoments (LMO) are used for determination of parameters of the distributions. In this paper, a comparative study on PFD estimates adopting EVD for Bhuntar, Manali and Parvati sites is carried out. The adequacy of fitting EVD applied in FFA has been evaluated by quantitative assessment using Goodness-of-Fit (Chi-square and Kolmogorov-Smirnov) and diagnostic (D-index) tests, and qualitative assessment by the fitted curves of the estimated values. This paper presents that the GPA (LMO) distribution is a best fit for estimation of PFD at Bhuntar while GEV (LMO) for Manali and EV1 (LMO) for Parvati.

Keywords

Chi-Square, D-Index, Kolmogorov-Smirnov, L-Moments, Method of Moments, Maximum Likelihood Method, Peak Flood Discharge, Probability Distribution

How to Cite this Article?

Vivekanandan, N. (2020). A Comparative Study on Peak Flood Discharge Estimates by Extreme Value Family of Probability Distributions. i-manager's Journal on Future Engineering and Technology, 16(1), 1-10. https://doi.org/10.26634/jfet.16.1.17521

References

[1]. Abida, H., & Ellouze, M. (2008). Probability distribution of flood flows in Tunisia. Hydrology and Earth System Sciences, 12 (3), 703-714.
[5]. Central Water Commission. (2010). Development of Hydrological Design Aids (Surface water) under Hydrology Project II: State of the Art Report (Report No. 2009097/WR/REP-02). New Delhi, India: Central Water Commission.
[7]. Ghorbani, A. M., Ruskeep, A. H., Singh, V. P., & Sivakumar, B. (2010). Flood Frequency analysis using mathematica. Turkish Journal of Engineering and Environmental Sciences, 34 (3), 171-188.
[11]. Hassan, M. U., Hayat, O., & Noreen, Z. (2019). Selecting the best probability distribution for at-site flood frequency analysis: A study of Torne River. SN Applied Sciences, 1(12), 1629-1639.
[12]. Hosking, J. R. M. (1990). L-moments: Analysis and estimation of distributions using linear combinations of order statistics. Royal Statistical Society (Series B), 52(1), 105-124.
[14]. IACWD. (1982). Guidelines For Determining Flood Flow Frequency Bulletin No. 17B, Interagency Advisory Committee on Water Data. Washington D.C, New York: United States Water Resources Council.
[17]. Kumar, R., & Chatterjee, C. (2005). Regional flood frequency analysis using L-moments for North Brahmaputra region of India. Journal of Hydrologic Engineering, 10(1), 1-7.
[20]. Malekinezhad, H., Nachtnebel, H. P., & Klik, A. (2011). Regionalization approach for extreme flood analysis using L-moments. Agricultural Science and Technology (Iran), 13 (Supplementary Issue), 1183-1196.
[21]. Markiewicz, I., Strupczewski, W. G., Bogdanowicz, E., & Kochanek. (2015). Generalized exponential distribution in flood frequency analysis for Polish Rivers. PLOS One, 10(12), 1-15.
[22]. Naghavi, B., Yu, F. X., & Singh, V. P. (1993). Comparative evaluation of frequency distributions for Louisiana extreme rainfall. Water Resources Bulletin, 29(2), 211-219.
[23]. Osarumwense, O. I., & Rose, N. C. (2014). Parameters estimation methods of the Weibull distribution: A comparative study. Elixir Statistics, 69, 23177-23184.
[24]. Rao, A. R., & Hameed, K. H. (2000). Flood Frequency Analysis. Florida, USA: CRC Press.
[25]. Saf, B. (2009). Regional flood frequency analysis using L-Moments for the West Mediterranean Region of Turkey Water Resources Management, 23(3), 531-551.
[27]. Vogel, R. M., & Wilson, I. (1996). Probability distribution of annual maximum, mean, and minimum streamflows in the United States. Journal of Hydrologic Engineering, 1(2), 69-76.
If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Single Article

North Americas,UK,
Middle East,Europe
India Rest of world
USD EUR INR USD-ROW
Online 15 15

Options for accessing this content:
  • If you would like institutional access to this content, please recommend the title to your librarian.
    Library Recommendation Form
  • If you already have i-manager's user account: Login above and proceed to purchase the article.
  • New Users: Please register, then proceed to purchase the article.