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- W2185849898 abstract "Analytical expressions are derived for predicting flow into an auger hole in an unconfined aquifer of finite horizontal and vertical extents and underlain by an impervious substratum. Solutions are provided for two cases, namely, (i) when the auger hole fully penetrates the aquifer up to the impervious base and (ii) when the hole suspends above the base layer. The validity of the developed solutions are checked by first reducing these solutions (by letting the finite horizontal extent of the aquifer to become large) to account for a phreatic aquifer of large (theoretically infinite) horizontal extent and then comparing the analytical results obtained from them with corresponding results obtained from the analytical works of others for a few flow situations. A MODFLOW check on the partially penetrating auger solution is also performed. The developed equations can be used to determine the directional conductivities of a phreatic aquifer by making use of results obtained from a typical auger hole test and can also be utilized to estimate the horizontal domain of influence associated with the test. For ease of computation, shape factors (a shape factor is a coefficient which when multiplied with the rate of rise of water in a pumped auger hole, gives the hydraulic conductivity of the surrounding soil) for a wide range of auger hole flow geometries are also being provided in the text so that a field practitioner can make a direct use of these factors for translating the experimental data obtained from an auger hole test into the directional conductivities of the aquifer as well as to estimate the horizontal extent of the perturbed zone of the test, without the necessity of going through the intricate details of the developed solutions." @default.
- W2185849898 created "2016-06-24" @default.
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- W2185849898 date "2013-01-01" @default.
- W2185849898 modified "2023-09-27" @default.
- W2185849898 title "Hydraulics of an Auger Hole in a Phreatic Aquifer of Finite Horizontal and Vertical Extents" @default.
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