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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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