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On Return Periodof the Largest Historical Flood

DOI: 10.4236/gep.2014.23019, PP. 144-152

Keywords: Flood Frequency Analysis, Historical Information, Error Analysis, Maximum Likelihood, Monte Carlo Simulations

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Abstract:

The use of nonsystematic flood data for statistical purposes depends on reliability of assessment both flood magnitudes and their return period. The earliest known extreme flood year is usually the beginning of the historical record. Even though the magnitudes of historic floods are properly assessed, a problem of their retun periods remains unsolved. Only largest flood (XM) is known during whole historical period and its occurrence carves the mark of the beginning of the historical period and defines its length (L). So, it is a common practice of using the earliest known flood year as the beginning of the record. It means that the L value selected is an empirical estimate of the lower bound on the effective historical length M. The estimation of the return period of XM based on its occurrence, i.e. , gives the severe upward bias. Problem is to estimate the time period (M) representative of the largest observed flood XM. From the discrete uniform distribution with support of the probability of the L position of XM one gets

References

[1]  Benson, M. A. (1950). Use of Historical Data in Flood-Frequency Analysis. EOS Transaction on AGU, 31, 419-424. http://dx.doi.org/10.1029/TR031i003p00419
[2]  Bernieur, I., Miquel, J., Lebosse, A., & Griffet, A. (1986). Use of Additional Historical Information for Estimation and Goodness of Fit of Flood Frequency Model. Int. Symp. On Flood Frequency and Risk Analysis, L.S.U., Baton Rouge, 14-17 May 1986.
[3]  Cohn, T. A. (1986). Flood Frequency Analysis with Historical Information. Ph.D. Thesis, Cornell University.
[4]  Dalrymple, T. (1960). Flood Frequency Analysis. U.S. Geol. Surv. Water Supply Pap., 1543-A.
[5]  Frances, F., Salas, J. D., & Boes, D. C. (1994). Flood Frequency Analysis with Systematic and Historical or Paleoflood Data Based on the Two-Parameter General Extreme Value Models. Water Resources Research, 30, 1653-1664. http://dx.doi.org/10.1029/94WR00154
[6]  Girgu?, R., & Strupczewski, W. (1965). Excerpts from the Historical Sources Dealing with Extraordinary Hydro-Meteorological Phenomena on the Polish Territories from X-XVI c. Instr. i Podr., 87, 216 (in Polish).
[7]  Hirsch, R. M. (1985). Probability Plotting Positions for Flood Records with Historical Information. China Bilateral Symposium on the Analysis of Extraordinary Flood Events, Nanjing, 21-23 October 1985. http://dx.doi.org/10.1029/WR023i004p00715
[8]  Hirsch, R. M., & Stedinger, J. R. (1987). Plotting Positions for Historical Floods and Their Precision. Water Resources Research, 23, 715-727. http://dx.doi.org/10.1029/WR022i004p00543
[9]  Hosking, J. R. M. and Wallis, J. R. (1986). Paleoflood Hydrology and Flood Frequency Analysis. Water Resources Research, 22, 543-550.
[10]  Interagency Advisory Committee on Water Data (IACWD) and U.S. Water Research Council Hydrology Committee (1982). Guidelines for Determining Flood Flow Frequency. Bull 17B, (Revised) Hydrol Subcomm, Office of Water Data Coord., U.S. Geol. Surv., Reston, Va.U.S. Gov. Print. Off. Washington D.C.
[11]  Natural Environment Research Council (NERC) (1975). Flood Studies Report. Vol. 1, London.
[12]  Naulet, R., Lang, M., Ouarda, T. B. M. J., Coeur, D., Bobee, B., Recking, A., & Moussay, D. (2005). Flood Frequency Analysis on the Ardèche River Using French Documentary Sources from the Last Two Centuries. Journal of Hydrology, 313, 58-78. http://dx.doi.org/10.1016/j.jhydrol.2005.02.011
[13]  Stedinger, J. R. and Cohn, T. A. (1986). Flood Frequency Analysis with Historical and Paleoflood Information. Water Resources Research, 22, 785-793. http://dx.doi.org/10.1029/WR022i005p00785
[14]  Stedinger, J. R., & Baker, V. R. (1987). Surface Water Hydrology: Historical and Paleoflood Information. Review of Geophysics, 25, 119-124. http://dx.doi.org/10.1029/RG025i002p00119
[15]  Strupczewski, W. G., Singh, V. P., & Weglarczyk, S. (2002a). Asymptotic Bias of Estimation Methods Caused by the Assumption of False Probability Distribution. Journal of Hydrology, 258, 122-148. http://dx.doi.org/10.1016/S0022-1694(01)00563-7
[16]  Strupczewski, W. G., W?glarczyk, S., & Singh, V. P. (2002b). Model Error in Flood Frequency Estimation. Acta Geophysica Polonica, 50, 279-319.
[17]  Wang, S. X., & Adams, B. J. (1984). Parameter Estimation in Flood Frequency Analysis. Publ. 84-02. Dep. Of Civ. Eng., Univ. of Toronto.
[18]  W?glarczyk, S., Strupczewski, W. G., & Singh, V. P. (2002). A Note on the Applicability of log-Gumbel and log-Logistic Probability Distributions in Hydrological Analyses: II. Hydrological Sciences Journal, 47, 123-137. http://dx.doi.org/10.1080/02626660209492912
[19]  Zhang, Y. (1982). Plotting Positions of Annual Flood Extrems Considering Extraordinary Values. Water Resources Research, 18, 859-864. http://dx.doi.org/10.1029/WR018i004p00859
[20]  Zhang, Y. (1985). On the Role and Treatment of Outliers in Probability Estimation Method of Flood Frequency Analysis. China Bilateral Symposium on the Analysis of Extraordinary Flood Event, Nanjing, 21-25 October 1985.

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