dc.contributor.author | Kashyap, Deepak | |
dc.contributor.author | Hamaudi, M. K. | |
dc.contributor.author | Wickramarathna, T. D. | |
dc.date.accessioned | 2021-01-25T19:11:27Z | |
dc.date.available | 2021-01-25T19:11:27Z | |
dc.date.issued | 1992 | |
dc.identifier.uri | http://117.252.14.250:8080/jspui/handle/123456789/5683 | |
dc.description.abstract | Many of the assumptions of Boulton's theory/type curves may be severely violated in case of long duration pumping tests on unconfined aquifers. Prominent among them may be the assumptions of fully penetrating wells, high enough Sy /S ratio and absence of any other pumping in the vicinity of the test. Application of numerical methods coupled with Boulton's and Neuman's theories is suggested for a more rational analysis of data of such pumping tests. | en_US |
dc.language.iso | en | en_US |
dc.publisher | National Institute of Hydrology | en_US |
dc.subject | Ground Water Quality | en_US |
dc.subject | Pumping Test Data | en_US |
dc.title | 8-Role of Numerical Methods in Analysis of Pumping Test Data From Unconfined Aquifers. | en_US |
dc.type | Technical Report | en_US |