Simple Model for Analyzing Transient Pumping from Two Aquifers without Cross FlowSource: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 001Author:Sushil K. Singh
DOI: 10.1061/(ASCE)0733-9437(2009)135:1(102)Publisher: American Society of Civil Engineers
Abstract: A computationally simple semianalytical model is proposed for calculating the drawdown due to pumping a well tapping two aquifers separated by an aquiclude with no cross flow. The new model can take into account the transient pumping discharge. Equations are proposed for calculating the transient contributions of the aquifers to the pumped discharge and drawdowns in aquifers. The residual drawdowns in the aquifers and the aquifer contributions during recovery period can also be obtained using the proposed model. Based upon a similar principle, another model is also developed that can consider the effect of the well storage. The proposed models can be used to calculate drawdowns neglecting or considering the well storage, in the case of transient pumping from two aquifers having different values of transmissivity and storage coefficient. It is hoped that the new models would be of help to the field engineers and practitioners.
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| contributor author | Sushil K. Singh | |
| date accessioned | 2017-05-08T20:50:14Z | |
| date available | 2017-05-08T20:50:14Z | |
| date copyright | February 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%290733-9437%282009%29135%3A1%28102%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28740 | |
| description abstract | A computationally simple semianalytical model is proposed for calculating the drawdown due to pumping a well tapping two aquifers separated by an aquiclude with no cross flow. The new model can take into account the transient pumping discharge. Equations are proposed for calculating the transient contributions of the aquifers to the pumped discharge and drawdowns in aquifers. The residual drawdowns in the aquifers and the aquifer contributions during recovery period can also be obtained using the proposed model. Based upon a similar principle, another model is also developed that can consider the effect of the well storage. The proposed models can be used to calculate drawdowns neglecting or considering the well storage, in the case of transient pumping from two aquifers having different values of transmissivity and storage coefficient. It is hoped that the new models would be of help to the field engineers and practitioners. | |
| publisher | American Society of Civil Engineers | |
| title | Simple Model for Analyzing Transient Pumping from Two Aquifers without Cross Flow | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 1 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(2009)135:1(102) | |
| tree | Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 001 | |
| contenttype | Fulltext |