A ground water model of the Williams Lake watershed Hubbard County, Minnesota
Two-dimensional ground-water models were used to simulate groundwater flow in the Williams Lake watershed. The models were used to estimate the seepage rates to and from Williams Lake, and to determine model sensitivity to several parameters governing the flow systems. The models are based on a two-...
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The University of Arizona.
1982
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| Online Access: | http://hdl.handle.net/10150/191754 |
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ndltd-arizona.edu-oai-arizona.openrepository.com-10150-191754 |
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ndltd-arizona.edu-oai-arizona.openrepository.com-10150-1917542015-10-23T04:37:37Z A ground water model of the Williams Lake watershed Hubbard County, Minnesota Karls, Robert Michael. Neuman, Shlomo P. Two-dimensional ground-water models were used to simulate groundwater flow in the Williams Lake watershed. The models were used to estimate the seepage rates to and from Williams Lake, and to determine model sensitivity to several parameters governing the flow systems. The models are based on a two-dimensional, block-centered, finite-difference scheme. A steady-state model was developed for a period in early July 1979, and this model provided initial conditions for a transient simulation through June 1981. The results of the modeling and sensitivity analysis showed that the model is most sensitive to the thickness, and hydraulic conductivity of the lake bottom sediments. 1982 Thesis-Reproduction (electronic) text http://hdl.handle.net/10150/191754 212893459 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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NDLTD |
| language |
en |
| sources |
NDLTD |
| description |
Two-dimensional ground-water models were used to simulate groundwater flow in the Williams Lake watershed. The models were used to estimate the seepage rates to and from Williams Lake, and to determine model sensitivity to several parameters governing the flow systems. The models are based on a two-dimensional, block-centered, finite-difference scheme. A steady-state model was developed for a period in early July 1979, and this model provided initial conditions for a transient simulation through June 1981. The results of the modeling and sensitivity analysis showed that the model is most sensitive to the thickness, and hydraulic conductivity of the lake bottom sediments. |
| author2 |
Neuman, Shlomo P. |
| author_facet |
Neuman, Shlomo P. Karls, Robert Michael. |
| author |
Karls, Robert Michael. |
| spellingShingle |
Karls, Robert Michael. A ground water model of the Williams Lake watershed Hubbard County, Minnesota |
| author_sort |
Karls, Robert Michael. |
| title |
A ground water model of the Williams Lake watershed Hubbard County, Minnesota |
| title_short |
A ground water model of the Williams Lake watershed Hubbard County, Minnesota |
| title_full |
A ground water model of the Williams Lake watershed Hubbard County, Minnesota |
| title_fullStr |
A ground water model of the Williams Lake watershed Hubbard County, Minnesota |
| title_full_unstemmed |
A ground water model of the Williams Lake watershed Hubbard County, Minnesota |
| title_sort |
ground water model of the williams lake watershed hubbard county, minnesota |
| publisher |
The University of Arizona. |
| publishDate |
1982 |
| url |
http://hdl.handle.net/10150/191754 |
| work_keys_str_mv |
AT karlsrobertmichael agroundwatermodelofthewilliamslakewatershedhubbardcountyminnesota AT karlsrobertmichael groundwatermodelofthewilliamslakewatershedhubbardcountyminnesota |
| _version_ |
1718098662800752640 |