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dc.contributor.authorRajesh, M.-
dc.date.accessioned2014-12-05T08:47:07Z-
dc.date.available2014-12-05T08:47:07Z-
dc.date.issued2005-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/13309-
dc.guidePrasad, K. S. Hari-
dc.guideKashyap, Deepak-
dc.description.abstractAdequate and reliable estimates of aquifer parameters are of utmost importance for proper management of vital groundwater resources. The pumping (aquifer) test is the standard technique for estimating aquifer parameters viz., transmissivity (T), storage coefficient (S), specific yield (Sy), leakage factor (L), and delay index (lea), for which the graphical method is widely used. Various numerical methods have been developed to estimate aquifer parameters and eliminate the subjectivity of traditional graphical type curve methods. In the present day, the efficacy of the genetic algorithm (GA) optimization technique is assessed in estimating the leaky confined and unconfined. aquifer parameters from the pumping test data. Computer codes were developed to obtain optimal leaky confined and unconfined aquifer parameters using GA optimization technique. In case of unconfined aquifer, a detailed statistical analysis is carried out to study the effect of three objective functions on the estimated parameters, when the data contain errors. The results indicate that these objective functions induce a bias in the estimated parameters and as such selecting a suitable objective function should also be given due importance in the aquifer parameter estimation. Applicability, adequacy, and robustness of the developed codes were tested using 2 sets of the published aquifer test data. The GA technique yielded significantly low values of the sum of squares errors (SSE) as compared to graphical method. The results revealed that the GA technique is an efficient and reliable method for estimating various aquifer parameters, especially in the simulation when the graphical matching is poor. Also, it was found that because of its inherent characteristics, GA avoids the subjectivity, long computation time and ill- posedness often associated with conventional optimization technique. The GA- based computer programs with interactive windows developed in this study are user- friendly and can serve as a teaching and research tool, which could also be useful for practicing hydrologists and hydro geologists.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectGENETIC ALGORITHM ASSISTED ANALYSISen_US
dc.subjectPUMPING TEST DATAen_US
dc.subjectGENETIC ALGORITHMen_US
dc.titleGENETIC ALGORITHM ASSISTED ANALYSIS OF PUMPING TEST DATAen_US
dc.typeM.Tech Dessertationen_US
dc.accession.numberG12275en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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