Show simple item record

contributor authorSushil K. Singh
date accessioned2017-05-08T21:52:39Z
date available2017-05-08T21:52:39Z
date copyrightMarch 2010
date issued2010
identifier other%28asce%29ir%2E1943-4774%2E0000178.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65035
description abstractAnalytical solutions for groundwater head in the presence of subsurface drains are important in assessing the effectiveness of an existing drainage system under a probable extreme variation in the rate of recharge and designing a new drainage system. Generalized analytical solutions for groundwater head in inclined aquifers in the presence of parallel subsurface drains are obtained considering the transient rate of recharge as a power series (polynomial) function and depth-dependent rate of evapotranspiration. An appropriate function, new to analytical drainage studies, is used for correctly representing the depth-dependent rate of evapotranspiration. The solutions are obtained considering the practical situation of drains placed at shallow depth in a considerable depth of aquifer. Two conditions of large and small saturated thicknesses in comparison to the increase in groundwater head are considered. A mathematical criterion is proposed to distinguish between large and small saturated thicknesses. The analytical equations for discharge to drains for different cases considered are also obtained. The discharge equations used by prior investigators are found inappropriate.
publisherAmerican Society of Civil Engineers
titleGeneralized Analytical Solutions for Groundwater Head in Inclined Aquifers in the Presence of Subsurface Drains
typeJournal Paper
journal volume136
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000150
treeJournal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record