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contributor authorDaniel Bucur
contributor authorPaul Savu
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%28597%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28492
description abstractSprings that appear at multiple sites on sloping lands and create problems of excess soil moisture and reduced crop yield require the implementation of a network of intercepting drains. The water removed by the intercepting drains also needs to be conducted to a collecting shaft or main drain, whereby it can be safely utilized or discharged back to a lower-lying position in the landscape. In this paper, we present a design method for establishing the position of the first row of interceptor drains and the number of successive rows of intercepting drains, as well as the distances between them. The first row of intercepting drains must be placed upstream of the upper limit of the wet area, through those points at which water-bearing material is found at
publisherAmerican Society of Civil Engineers
titleConsiderations for the Design of Intercepting Drainage for Collecting Water from Seep Areas
typeJournal Paper
journal volume132
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2006)132:6(597)
treeJournal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 006
contenttypeFulltext


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