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    NRCS (SCS) Synthetic Curvilinear Dimensionless Unit Hydrograph

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author:
    Raymond I. Jeng
    DOI: 10.1061/(ASCE)0733-9437(2006)132:6(627)
    Publisher: American Society of Civil Engineers
    Abstract: A continuous time function with two parameters for a curvilinear dimensionless unit hydrograph (CDUH) is derived from the unit hydrograph in the form of a gamma probability density function. This equation is then applied to the Natural Resources Conservation Service [formerly, Soil Conservation Service (SCS)] curvilinear dimensionless unit hydrograph [NRCS (SCS) CDUH]. The values of the parameters are slightly different for the rising and recessing limbs of the unit hydrograph. The NRCS unit hydrograph that expresses the time distribution of runoff of unit depth is shown to be a two-parameter gamma probability density function. Its mass curve is, therefore, an incomplete gamma function. This technical note explains mathematically that what was originally called the mass curve of the ratio of runoff volume to the total volume of the NRCS CDUH is shown to be, in fact, the mass curve of the unit hydrograph. The equations of continuous time functions derived in this study can be used in place of the NRCS CDUH tabulation and the NRCS linear triangular unit hydrograph. An example is shown to illustrate the application.
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      NRCS (SCS) Synthetic Curvilinear Dimensionless Unit Hydrograph

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    https://yetl.yabesh.ir/yetl1/handle/yetl/28498
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    contributor authorRaymond I. Jeng
    date accessioned2017-05-08T20:49:49Z
    date available2017-05-08T20:49:49Z
    date copyrightDecember 2006
    date issued2006
    identifier other%28asce%290733-9437%282006%29132%3A6%28627%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28498
    description abstractA continuous time function with two parameters for a curvilinear dimensionless unit hydrograph (CDUH) is derived from the unit hydrograph in the form of a gamma probability density function. This equation is then applied to the Natural Resources Conservation Service [formerly, Soil Conservation Service (SCS)] curvilinear dimensionless unit hydrograph [NRCS (SCS) CDUH]. The values of the parameters are slightly different for the rising and recessing limbs of the unit hydrograph. The NRCS unit hydrograph that expresses the time distribution of runoff of unit depth is shown to be a two-parameter gamma probability density function. Its mass curve is, therefore, an incomplete gamma function. This technical note explains mathematically that what was originally called the mass curve of the ratio of runoff volume to the total volume of the NRCS CDUH is shown to be, in fact, the mass curve of the unit hydrograph. The equations of continuous time functions derived in this study can be used in place of the NRCS CDUH tabulation and the NRCS linear triangular unit hydrograph. An example is shown to illustrate the application.
    publisherAmerican Society of Civil Engineers
    titleNRCS (SCS) Synthetic Curvilinear Dimensionless Unit Hydrograph
    typeJournal Paper
    journal volume132
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2006)132:6(627)
    treeJournal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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