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    Compute Critical and Normal Depths of Arch and Elliptical Pipes

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author:
    M. A. Perez
    ,
    C. G. Butler
    ,
    X. Fang
    DOI: 10.1061/(ASCE)IR.1943-4774.0000884
    Publisher: American Society of Civil Engineers
    Abstract: Arch and elliptical pipes are commonly used as roadway culverts. The pipe section is composed of three radii, which result in complex equations to compute cross-sectional geometry and hydraulic parameters, such as normal and critical depths. Basic sizing charts do not allow direct calculation of hydraulic properties of these pipe sections. Therefore, general formulas were developed to compute hydraulic properties for any given arch pipe cross section. An Excel workbook capable of calculating normal and critical depths for given flow rates was created using the developed formulas and the solver function. Worksheets to compute geometric properties and water surface profiles using the direct-step method were also developed. These user-friendly worksheets are useful for hydraulic design and analysis of arch and elliptical culverts. A case study was conducted on several standard pipe geometries to demonstrate the comparative results from the developed workbook and existing sizing charts.
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      Compute Critical and Normal Depths of Arch and Elliptical Pipes

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    contributor authorM. A. Perez
    contributor authorC. G. Butler
    contributor authorX. Fang
    date accessioned2017-05-08T22:10:54Z
    date available2017-05-08T22:10:54Z
    date copyrightSeptember 2015
    date issued2015
    identifier other37395831.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72957
    description abstractArch and elliptical pipes are commonly used as roadway culverts. The pipe section is composed of three radii, which result in complex equations to compute cross-sectional geometry and hydraulic parameters, such as normal and critical depths. Basic sizing charts do not allow direct calculation of hydraulic properties of these pipe sections. Therefore, general formulas were developed to compute hydraulic properties for any given arch pipe cross section. An Excel workbook capable of calculating normal and critical depths for given flow rates was created using the developed formulas and the solver function. Worksheets to compute geometric properties and water surface profiles using the direct-step method were also developed. These user-friendly worksheets are useful for hydraulic design and analysis of arch and elliptical culverts. A case study was conducted on several standard pipe geometries to demonstrate the comparative results from the developed workbook and existing sizing charts.
    publisherAmerican Society of Civil Engineers
    titleCompute Critical and Normal Depths of Arch and Elliptical Pipes
    typeJournal Paper
    journal volume141
    journal issue9
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000884
    treeJournal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    contenttypeFulltext
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    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian