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contributor authorD. M. Sumner
contributor authorD. E. Rolston
contributor authorM. A. Mariño
date accessioned2017-05-08T21:23:13Z
date available2017-05-08T21:23:13Z
date copyrightJanuary 1999
date issued1999
identifier other%28asce%291084-0699%281999%294%3A1%2865%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49440
description abstractThe design of infiltration basins used to dispose of treated wastewater or for aquifer recharge often requires estimation of ground-water mounding beneath the basin. However, the effect that the unsaturated zone has on water-table response to basin infiltration often has been overlooked in this estimation. A comparison was made between two methods used to estimate ground-water mounding—an analytical approach that is limited to the saturated zone and a numerical approach that incorporates both the saturated and the unsaturated zones. Results indicate that the error that is introduced by a method that ignores the effects of the unsaturated zone on ground-water mounding increases as the basin-loading period is shortened; as the depth to the water table increases, with increasing subsurface anisotropy; and with the inclusion of fine-textured strata. Additionally, such a method cannot accommodate the dynamic nature of basin infiltration, the finite transmission time of the infiltration front to the water table, or the interception of the basin floor by the capillary fringe.
publisherAmerican Society of Civil Engineers
titleEffects of Unsaturated Zone on Ground-Water Mounding
typeJournal Paper
journal volume4
journal issue1
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(1999)4:1(65)
treeJournal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 001
contenttypeFulltext


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