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    Recurrence Analysis of Hydrologic Droughts of Differing Severity

    Source: Journal of Water Resources Planning and Management:;2001:;Volume ( 127 ):;issue: 001
    Author:
    Jenq-Tzong Shiau
    ,
    Hsieh Wen Shen
    DOI: 10.1061/(ASCE)0733-9496(2001)127:1(30)
    Publisher: American Society of Civil Engineers
    Abstract: Droughts are stochastic in nature, therefore, statistical assessment of droughts is an attractive approach for water resources planning and management. In this study, a methodology of frequency and risk analysis of hydrologic droughts, defined as an event during which the streamflow is continuously below a certain truncation level, is formulated. The theoretical derivation of the recurrence interval of hydrologic droughts with a certain severity or greater is obtained based on the concept of stochastic processes. For risk analysis, the distribution of the number of droughts occurring within a specific period of time and the distribution of the interarrival time of hydrologic droughts with a certain severity or greater are determined. To illustrate the feasibility of the proposed methodology, a recorded reservoir inflow is used as a case study. Satisfactory agreement is found between the observed data and the results of the proposed models.
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      Recurrence Analysis of Hydrologic Droughts of Differing Severity

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39674
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    contributor authorJenq-Tzong Shiau
    contributor authorHsieh Wen Shen
    date accessioned2017-05-08T21:07:37Z
    date available2017-05-08T21:07:37Z
    date copyrightFebruary 2001
    date issued2001
    identifier other%28asce%290733-9496%282001%29127%3A1%2830%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39674
    description abstractDroughts are stochastic in nature, therefore, statistical assessment of droughts is an attractive approach for water resources planning and management. In this study, a methodology of frequency and risk analysis of hydrologic droughts, defined as an event during which the streamflow is continuously below a certain truncation level, is formulated. The theoretical derivation of the recurrence interval of hydrologic droughts with a certain severity or greater is obtained based on the concept of stochastic processes. For risk analysis, the distribution of the number of droughts occurring within a specific period of time and the distribution of the interarrival time of hydrologic droughts with a certain severity or greater are determined. To illustrate the feasibility of the proposed methodology, a recorded reservoir inflow is used as a case study. Satisfactory agreement is found between the observed data and the results of the proposed models.
    publisherAmerican Society of Civil Engineers
    titleRecurrence Analysis of Hydrologic Droughts of Differing Severity
    typeJournal Paper
    journal volume127
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2001)127:1(30)
    treeJournal of Water Resources Planning and Management:;2001:;Volume ( 127 ):;issue: 001
    contenttypeFulltext
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