DERIVATION OF THE PEARSON TYPE (PT) III DISTRIBUTION BY USING THE PRINCIPLE OF MAXIMUM-ENTROPY (POME)

被引:25
作者
SINGH, VP
SINGH, K
机构
关键词
D O I
10.1016/0022-1694(85)90117-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:197 / 214
页数:18
相关论文
共 20 条
[1]  
[Anonymous], J HYDROL, DOI DOI 10.1016/0022-1694(72)90003-0
[2]   UNIFORM FLOOD-FREQUENCY ESTIMATING METHODS FOR FEDERAL AGENCIES [J].
BENSON, MA .
WATER RESOURCES RESEARCH, 1968, 4 (05) :891-&
[3]   CORRECTION OF BIAS IN ESTIMATION OF COEFFICIENT OF SKEWNESS [J].
BOBEE, B ;
ROBITAILLE, R .
WATER RESOURCES RESEARCH, 1975, 11 (06) :851-854
[4]   USE OF PEARSON TYPE-3 AND LOG PEARSON TYPE-3 DISTRIBUTIONS REVISITED [J].
BOBEE, BB ;
ROBITAILLE, R .
WATER RESOURCES RESEARCH, 1977, 13 (02) :427-443
[5]   FITTING PEARSON TYPE-3 DISTRIBUTION IN PRACTICE [J].
BUCKETT, J ;
OLIVER, FR .
WATER RESOURCES RESEARCH, 1977, 13 (05) :851-852
[6]  
DOMOKOS M, 1968, INT ASS SCI HYDROL P, V81, P535
[7]  
Fisher R.A., 1922, PHILOS T R SOC LON A, V222, P309, DOI [10.1098/rsta.1922.0009, DOI 10.1098/RSTA.1922.0009]
[8]   PRIOR PROBABILITIES [J].
JAYNES, ET .
IEEE TRANSACTIONS ON SYSTEMS SCIENCE AND CYBERNETICS, 1968, SSC4 (03) :227-&
[9]   EXTREME-VALUE TYPE-1 DISTRIBUTION AND THE PRINCIPLE OF MAXIMUM ENTROPY [J].
JOWITT, PW .
JOURNAL OF HYDROLOGY, 1979, 42 (1-2) :23-38
[10]  
JOWITT PW, 1975, 2ND P INT C APPL STA, P365