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contributor authorI. C. Tod
contributor authorM. E. Grismer
date accessioned2017-05-08T20:47:23Z
date available2017-05-08T20:47:23Z
date copyrightMarch 1991
date issued1991
identifier other%28asce%290733-9437%281991%29117%3A2%28271%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27222
description abstractSubsurface drains in clay soil overlying a shallow artesian aquifer intercept water from the aquifer and the deep percolation from the root zone. Flow down the backfilled drain‐line trench is significant immediately after irrigation. The zone of influence of such drains is very limited, and only a small percentage of deep percolation is intercepted by the drains. A mathematical model is constructed to simulate these different sources of flows contributing to total drain flow. The model was calibrated with field data described in the companion paper, and results from the model were used to develop empirical equations quantifying the contribution of flows from different sources to total drain flows.
publisherAmerican Society of Civil Engineers
titleDrainage of Clay Overlying Artesian Aquifer. II: Technical Analysis
typeJournal Paper
journal volume117
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1991)117:2(271)
treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 002
contenttypeFulltext


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