Exponentiality Test Procedures for Large Samples of Rainfall Event Characteristics

被引:34
作者
Hassini, Sonia [1 ]
Guo, Yiping [1 ]
机构
[1] McMaster Univ, Dept Civil Engn, Hamilton, ON L8S 4L7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Rainfall event; Exponentiality; Large sample size; Poisson test; Chi-square test; Minimum chi-square estimator; Degree of freedom; MINIMUM CHI-SQUARE; MATHEMATICAL STRUCTURE; PROBABILISTIC MODELS; HYDROLOGIC ANALYSIS; URBAN CATCHMENTS; CHOICE; REPRESENTATIONS; STORAGE; IDENTIFICATION; ASSUMPTION;
D O I
10.1061/(ASCE)HE.1943-5584.0001352
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The main purpose of this paper is to examine and recommend procedures that can be used to statistically test the exponentiality of large amounts of sample data for rainfall event volume, duration, and interevent time. Based on literature review and initial analysis, the Poisson and chi-square goodness-of-fit tests are selected first. Some misconceptions about parameter estimators and degrees of freedom associated with the use of the chi-square goodness-of-fit tests are then clarified. Using rainfall data from seven stations in the north-central region of the United States, the choice of the event volume threshold and the minimum interevent time for separating continuous rainfall data into individual events are examined in detail. Findings from this study suggest that the Poisson test can be used for testing the exponentiality of interevent times and for examining the statistical independence of consecutive rainfall events. The use of the minimum chi-square estimator combined with the chi-square goodness-of-fit test is recommended for rainfall event volume and duration. An equation that can be used to determine the appropriate number of bins for grouping sample data when conducting the chi-square goodness-of-fit tests is also proposed.
引用
收藏
页数:12
相关论文
共 48 条
[1]  
Adams B.J., 2000, URBAN STORMWATER MAN
[2]   METEOROLOGICAL DATA-ANALYSIS FOR DRAINAGE SYSTEM-DESIGN [J].
ADAMS, BJ ;
FRASER, HG ;
HOWARD, CDD ;
HANAFY, MS .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1986, 112 (05) :827-848
[3]  
[Anonymous], 1986, Statistics: Textbooks and Monographs, Vol. 68
[4]   PARTIAL DURATION SERIES MODELING UNDER THE ASSUMPTION OF A POISSONIAN FLOOD COUNT [J].
ASHKAR, F ;
ROUSSELLE, J .
JOURNAL OF HYDROLOGY, 1987, 90 (1-2) :135-144
[5]   Proposal of a semi-probabilistic approach for storage facility design [J].
Bacchi, B. ;
Balistrocchi, M. ;
Grossi, G. .
URBAN WATER JOURNAL, 2008, 5 (03) :195-208
[6]   An analytical probabilistic model of the quality efficiency of a sewer tank [J].
Balistrocchi, Matteo ;
Grossi, Giovanna ;
Bacchi, Baldassare .
WATER RESOURCES RESEARCH, 2009, 45
[7]   Uncertainties in partial duration series modelling of extremes related to the choice of the threshold value [J].
Beguería, S .
JOURNAL OF HYDROLOGY, 2005, 303 (1-4) :215-230
[8]  
BENTLER PM, 1980, PSYCHOL BULL, V88, P588, DOI 10.1037/0033-2909.107.2.238
[9]   MINIMUM CHI-SQUARE, NOT MAXIMUM-LIKELIHOOD [J].
BERKSON, J ;
EFRON, B ;
GHOSH, JK ;
LECAM, L ;
PFANZAGL, J ;
RAO, CR .
ANNALS OF STATISTICS, 1980, 8 (03) :457-487
[10]   FACTORS AFFECTING THE IDENTIFICATION OF INDEPENDENT STORM EVENTS [J].
BONTA, JV ;
RAO, AR .
JOURNAL OF HYDROLOGY, 1988, 98 (3-4) :275-293