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dc.contributor.authorIraj Saeedpanah; Ramin Golmohamadi Azar
dc.date.accessioned2019-03-10T12:12:00Z
dc.date.available2019-03-10T12:12:00Z
dc.date.issued2019
dc.identifier.other%28ASCE%29HE.1943-5584.0001758.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255078
dc.description.abstractThe solution of interactions between groundwater and surface water provides good insight into the mechanism of these water resources. Considering groundwater as a significant source of irrigation and a main freshwater supply for agricultural purposes, a stream–aquifer system is studied to investigate the groundwater level and flow direction. The solution is obtained and applicable for streams fully penetrating the aquifer. The system is solved and a set of expressions for computing level and exchange in the aquifer are derived by means of the Laplace transformation technique, wherein the right end of the aquifer is a constant head boundary and the stream stage at the left boundary decreases exponentially with time. A broad range of sensitivity analysis is carried out to investigate the effects of variations in aquifer parameters on groundwater head. Aquifer response for exponential and sudden drops in stream stage is investigated. A useful expression describing the relation of stream stage variation rate and volumetric exchange is found, which clarifies whether the final volumetric exchange is negative, zero, or positive. For a sudden drop in stream stage, a water divide takes place in the aquifer and therefore flow reversal occurs at the water divide position. It is shown that how and how much the position of the water divide changes depends on changes in aquifer parameters. In addition, it is observed that groundwater level stabilization occurs relatively faster in aquifers with a greater hydraulic conductivity, smaller specific storage, or smaller length.
dc.publisherAmerican Society of Civil Engineers
dc.titleSolution of Unsteady Flow in a Confined Aquifer Interacting with a Stream with Exponentially Decreasing Stream Stage
dc.typeJournal Paper
dc.journal.volume24
dc.journal.issue2
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/(ASCE)HE.1943-5584.0001758
dc.page04018066
dc.treeJournal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 002
dc.contenttypeFulltext


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