Transient Radius of Influence ModelSource: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 005Author:Shu Tung Chu
DOI: 10.1061/(ASCE)0733-9437(1994)120:5(964)Publisher: American Society of Civil Engineers
Abstract: In the traditional analysis, the radius is defined as a constant radial distance beyond which the aquifer is undisturbed by the pumping of water from a well. In the real world, the radius is a transient variable. Its value is zero when the pumping starts, and it expands radially in the aquifer as pumping proceeds. A transient radius of influence is a proper concept to describe well hydraulics. Traditional analyses in well hydraulics were focused on water table drawdown, and less attention was given to the cone of depression volume. From the conservation of mass principle, the cone of depression volume is related to the amount of water removed from the aquifer and is, therefore, related to the pumping time. Such an concept is employed to obtain transient solutions of well drawdown and radius of influence for a well in an unconfined aquifer under a constant recharge rate.
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| contributor author | Shu Tung Chu | |
| date accessioned | 2017-05-08T20:48:03Z | |
| date available | 2017-05-08T20:48:03Z | |
| date copyright | September 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9437%281994%29120%3A5%28964%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27607 | |
| description abstract | In the traditional analysis, the radius is defined as a constant radial distance beyond which the aquifer is undisturbed by the pumping of water from a well. In the real world, the radius is a transient variable. Its value is zero when the pumping starts, and it expands radially in the aquifer as pumping proceeds. A transient radius of influence is a proper concept to describe well hydraulics. Traditional analyses in well hydraulics were focused on water table drawdown, and less attention was given to the cone of depression volume. From the conservation of mass principle, the cone of depression volume is related to the amount of water removed from the aquifer and is, therefore, related to the pumping time. Such an concept is employed to obtain transient solutions of well drawdown and radius of influence for a well in an unconfined aquifer under a constant recharge rate. | |
| publisher | American Society of Civil Engineers | |
| title | Transient Radius of Influence Model | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 5 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1994)120:5(964) | |
| tree | Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 005 | |
| contenttype | Fulltext |