Studies on Aptness of Mixture Distributions for Hydrologic Frequency Analysis

碩士 === 淡江大學 === 水資源及環境工程學系 === 86 === The theoretical cumulative probability of the mixture distributions shows reverse curvatures. For the real hydrological data, however, due to the small sample size and the characteristics of data, data that draw on th...

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Bibliographic Details
Main Authors: Chang, Hsiang-Ping, 章翔萍
Other Authors: Gwo-Hsing Yu
Format: Others
Language:zh-TW
Published: 1998
Online Access:http://ndltd.ncl.edu.tw/handle/41592539751399296620
Description
Summary:碩士 === 淡江大學 === 水資源及環境工程學系 === 86 === The theoretical cumulative probability of the mixture distributions shows reverse curvatures. For the real hydrological data, however, due to the small sample size and the characteristics of data, data that draw on the probability paper often shows the reverse curvatures. By this time, it tends to identify it to mixture distributions. Consequently, when the data shows reverse curvatures on probability paper, would it satisfy a single probability distribution or mixture distributions is the major objection of this study. First of all, the synthetic data which is statistical property is known is fitted by mixture probability distribution (NOR, LN) and single probability distribution (NOR, LN2, EV1 and PT3) to yield estimated values separately. The difference between the comparison of estimated value and theoretical value and the comparison of estimated value and sample itself has been discussed with the different sample sizes to examine the aptness of the mixture distributions. Furthermore, the record of hydrology data of Taiwan area, at least thirty years of the annual maximum 1-day, 2-day, and 3-day rainfall (total 250 stations), is also analyzed in this study.From this research result, the hydrology data inclined to be misidentified as a mixture distribution because of property of the data and its small sample. However, most of the cases are belonged to Type I extreme distribution or Pearson typeⅢ distribution.For the annual maximum 1-day, 2-day and 3-day rainfall data, it was found that the mixture log-normal distribution is not appropriate. The most appropriate distributions are Pearson Type Ⅲ and mixture normal distributions for the real data. However when the best distribution is mixture normal, most of the second best one are Pearson Type Ⅲ distribution, particularly for the small sample size. Therefore, according to the results obtained by the synthetic data study, the Pearson Type Ⅲ distribution is an appropriate for the annual maximum rainfall data in Taiwan area.