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contributor authorAvi Ostfeld
contributor authorEusuff Muzaffar
contributor authorKevin E. Lansey
date accessioned2017-05-08T20:48:58Z
date available2017-05-08T20:48:58Z
date copyrightJuly 1999
date issued1999
identifier other%28asce%290733-9437%281999%29125%3A4%28196%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27922
description abstractA general solution scheme for determining ground-water levels for channel/group-water systems with recharge is developed and verified. The analytical solution uses the Laplace transform method to solve a linearized form of the Boussinesq equation. Unlike other solutions, this scheme allows for both boundaries and sources/sinks to vary as a function of time and space. To verify the analytical scheme, three one-dimensional case studies of flow between two line sources in an unconfined aquifer were explored through a base run and a set of sensitivity analyses. These runs involved comparisons to MODFLOW and changes in the boundary conditions and dimensions. As noted, the flow equations were linearized about a point called the representative flow depth. A value of
publisherAmerican Society of Civil Engineers
titleAnalytical Ground-Water Flow Solutions for Channel-Aquifer Interaction
typeJournal Paper
journal volume125
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1999)125:4(196)
treeJournal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 004
contenttypeFulltext


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