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    GEV-PWM Model for Distribution of Minimum Flows

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author:
    B. Önöz
    ,
    M. Bayazit
    DOI: 10.1061/(ASCE)1084-0699(1999)4:3(289)
    Publisher: American Society of Civil Engineers
    Abstract: Equations for the probability weighted moments (PWMs) of the generalized extreme value (GEV) distribution for minima are derived. The GEV-PWM model and five other models are fitted to the low flow data of 16 streams. The suitability of the models is checked by the probability plot correlation coefficient test. Weibull distribution fits the data better than lognormal. GEV-PWM has the best performance among the three-parameter models, but it frequently leads to infeasible lower bounds. The 10-year minimum flow estimates based on various models are determined. In the majority of cases (11 stations), differences between the largest and the smallest estimates are <20%. However, in a few cases, rather large differences (71%) are found. The estimates from the GEV-PWM and W3-MSO models are usually either the largest or smallest at a station.
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      GEV-PWM Model for Distribution of Minimum Flows

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    contributor authorB. Önöz
    contributor authorM. Bayazit
    date accessioned2017-05-08T21:23:16Z
    date available2017-05-08T21:23:16Z
    date copyrightJuly 1999
    date issued1999
    identifier other%28asce%291084-0699%281999%294%3A3%28289%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49474
    description abstractEquations for the probability weighted moments (PWMs) of the generalized extreme value (GEV) distribution for minima are derived. The GEV-PWM model and five other models are fitted to the low flow data of 16 streams. The suitability of the models is checked by the probability plot correlation coefficient test. Weibull distribution fits the data better than lognormal. GEV-PWM has the best performance among the three-parameter models, but it frequently leads to infeasible lower bounds. The 10-year minimum flow estimates based on various models are determined. In the majority of cases (11 stations), differences between the largest and the smallest estimates are <20%. However, in a few cases, rather large differences (71%) are found. The estimates from the GEV-PWM and W3-MSO models are usually either the largest or smallest at a station.
    publisherAmerican Society of Civil Engineers
    titleGEV-PWM Model for Distribution of Minimum Flows
    typeJournal Paper
    journal volume4
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(1999)4:3(289)
    treeJournal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 003
    contenttypeFulltext
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