Three-dimensional groundwater flow model use and application : Bishop Basin, Owens Valley, California
Groundwater models used appropriately, are useful tools in water management decisions. For this study, input parameter sensitivity was analyzed for a three-dimensional groundwater model which depicted effects of pumping and varying recharge on water levels in northern Owens Valley. Sensitivity analy...
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ndltd-arizona.edu-oai-arizona.openrepository.com-10150-1920112015-10-23T04:38:04Z Three-dimensional groundwater flow model use and application : Bishop Basin, Owens Valley, California Radell, Mary Jo. Maddock III, Thomas Groundwater models used appropriately, are useful tools in water management decisions. For this study, input parameter sensitivity was analyzed for a three-dimensional groundwater model which depicted effects of pumping and varying recharge on water levels in northern Owens Valley. Sensitivity analysis determined that transmissivity, total recharge, and increases in stream and canal recharge significantly affected results in the Bishop Basin model. Vertical conductance, changes in evapotranspiration, flowing well production, and added precipitation were insensitive parameters. Groundwater pumping affected water levels in both confined and unconfined aquifers in the vicinity of production wells and, to a lesser extent, in areas away from well fields. Water level recovery occurred with above-normal runoff, but remained depressed with insufficient recharge to the groundwater system. 1989 Thesis-Reproduction (electronic) text http://hdl.handle.net/10150/192011 213340487 en Copyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author. The University of Arizona. |
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en |
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description |
Groundwater models used appropriately, are useful tools in water management decisions. For this study, input parameter sensitivity was analyzed for a three-dimensional groundwater model which depicted effects of pumping and varying recharge on water levels in northern Owens Valley. Sensitivity analysis determined that transmissivity, total recharge, and increases in stream and canal recharge significantly affected results in the Bishop Basin model. Vertical conductance, changes in evapotranspiration, flowing well production, and added precipitation were insensitive parameters. Groundwater pumping affected water levels in both confined and unconfined aquifers in the vicinity of production wells and, to a lesser extent, in areas away from well fields. Water level recovery occurred with above-normal runoff, but remained depressed with insufficient recharge to the groundwater system. |
author2 |
Maddock III, Thomas |
author_facet |
Maddock III, Thomas Radell, Mary Jo. |
author |
Radell, Mary Jo. |
spellingShingle |
Radell, Mary Jo. Three-dimensional groundwater flow model use and application : Bishop Basin, Owens Valley, California |
author_sort |
Radell, Mary Jo. |
title |
Three-dimensional groundwater flow model use and application : Bishop Basin, Owens Valley, California |
title_short |
Three-dimensional groundwater flow model use and application : Bishop Basin, Owens Valley, California |
title_full |
Three-dimensional groundwater flow model use and application : Bishop Basin, Owens Valley, California |
title_fullStr |
Three-dimensional groundwater flow model use and application : Bishop Basin, Owens Valley, California |
title_full_unstemmed |
Three-dimensional groundwater flow model use and application : Bishop Basin, Owens Valley, California |
title_sort |
three-dimensional groundwater flow model use and application : bishop basin, owens valley, california |
publisher |
The University of Arizona. |
publishDate |
1989 |
url |
http://hdl.handle.net/10150/192011 |
work_keys_str_mv |
AT radellmaryjo threedimensionalgroundwaterflowmodeluseandapplicationbishopbasinowensvalleycalifornia |
_version_ |
1718098740630257664 |