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    Rainfall Intensity‐Duration‐Frequency Formula for India

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author:
    Umesh C. Kothyari
    ,
    Ramchandra J. Garde
    DOI: 10.1061/(ASCE)0733-9429(1992)118:2(323)
    Publisher: American Society of Civil Engineers
    Abstract: A rainfall intensity‐duration‐frequency relationship is needed for planning and design of water resources projects. Little information is available about rainfall intensities, in particular for short durations. Data from 80 rain‐gage stations in India were analyzed. Making use of the assumption that general properties of the convective cells that are associated with short‐period (i.e. less than 24 hr) rainfalls are similar in different hydrologic regions, a general relationship for rainfall intensity, duration, and frequency was developed. The correctness of form of the developed relationship was ascertained through its comparison with existing equations and the use of data from different hydrological regions. The relationship proposed herein is found to produce more realistic results for Indian conditions than the ones in vogue. The applicability of this relationship to the data from other countries was checked with the limited data available. The proposed relationship may be used in India for design practices.
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      Rainfall Intensity‐Duration‐Frequency Formula for India

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23604
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    contributor authorUmesh C. Kothyari
    contributor authorRamchandra J. Garde
    date accessioned2017-05-08T20:41:23Z
    date available2017-05-08T20:41:23Z
    date copyrightFebruary 1992
    date issued1992
    identifier other%28asce%290733-9429%281992%29118%3A2%28323%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23604
    description abstractA rainfall intensity‐duration‐frequency relationship is needed for planning and design of water resources projects. Little information is available about rainfall intensities, in particular for short durations. Data from 80 rain‐gage stations in India were analyzed. Making use of the assumption that general properties of the convective cells that are associated with short‐period (i.e. less than 24 hr) rainfalls are similar in different hydrologic regions, a general relationship for rainfall intensity, duration, and frequency was developed. The correctness of form of the developed relationship was ascertained through its comparison with existing equations and the use of data from different hydrological regions. The relationship proposed herein is found to produce more realistic results for Indian conditions than the ones in vogue. The applicability of this relationship to the data from other countries was checked with the limited data available. The proposed relationship may be used in India for design practices.
    publisherAmerican Society of Civil Engineers
    titleRainfall Intensity‐Duration‐Frequency Formula for India
    typeJournal Paper
    journal volume118
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1992)118:2(323)
    treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 002
    contenttypeFulltext
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