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    Application of Least‐Squares Land Leveling

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author:
    N. A. Gebre‐Selassie
    ,
    L. S. Willardson
    DOI: 10.1061/(ASCE)0733-9437(1991)117:6(962)
    Publisher: American Society of Civil Engineers
    Abstract: A least-squares land-leveling program written for use on microcomputers allows flexibility in design that was not previously available. The user can specify six different types of land-leveling conditions common under surface irrigation. Slope and land leveling cut-depth limitations can also be specified. Computations can be made for irregularly shaped fields and rectangular fields with equal ease. The output gives full information on earthwork volumes and costs, and the maximum cut and fill depths. Cut and fill depths at the boundaries of the field are calculated for marking stakes to guide construction. If slopes, control elevations, or depths of cut are specified, the results will give the least cost but not the minimum cost that would result from a strictly least-squares solution.
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      Application of Least‐Squares Land Leveling

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/27289
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    contributor authorN. A. Gebre‐Selassie
    contributor authorL. S. Willardson
    date accessioned2017-05-08T20:47:30Z
    date available2017-05-08T20:47:30Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290733-9437%281991%29117%3A6%28962%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27289
    description abstractA least-squares land-leveling program written for use on microcomputers allows flexibility in design that was not previously available. The user can specify six different types of land-leveling conditions common under surface irrigation. Slope and land leveling cut-depth limitations can also be specified. Computations can be made for irregularly shaped fields and rectangular fields with equal ease. The output gives full information on earthwork volumes and costs, and the maximum cut and fill depths. Cut and fill depths at the boundaries of the field are calculated for marking stakes to guide construction. If slopes, control elevations, or depths of cut are specified, the results will give the least cost but not the minimum cost that would result from a strictly least-squares solution.
    publisherAmerican Society of Civil Engineers
    titleApplication of Least‐Squares Land Leveling
    typeJournal Paper
    journal volume117
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1991)117:6(962)
    treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;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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