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Francis S. Riley

Publications and source records attributed to Francis S. Riley.

7 recordsLinked to original sources

Response of the water level in a well to Earth tides and atmospheric loading under unconfined conditions

The response of the water level in a well to Earth tides and atmospheric loading under unconfined conditions can be explained if the water level is controlled by the aquifer response averaged over the saturated depth of the well. Because vertical averaging tends to diminish the influence of the water table, the response is qualitatively similar to the response of a well under partially confined conditions. When the influence of well bore storage can be ignored, the response to Earth tides is strongly governed by a dimensionless aquifer frequency Q ′ u . The response to atmospheric loading is strongly governed by two dimensionless vertical fluid flow parameters: a dimensionless unsaturated zone frequency, R , and a dimensionless aquifer frequency Q u . The differences between Q ′ u and Q u are generally small for aquifers which are highly sensitive to Earth tides. When Q ′ u and Q u are large, the response of the well to Earth tides and atmospheric loading approaches the static response of the aquifer under confined conditions. At small values of Q ′ u and Q u , well response to Earth tides and atmospheric loading is strongly influenced by water table drainage. When R is large relative to Q u , the response to atmospheric loading is strongly influenced by attenuation and phase shift of the pneumatic pressure signal in the unsaturated zone. The presence of partial penetration retards phase advance in well response to Earth tides and atmospheric loading. When the theoretical response of a phreatic well to Earth tides and atmospheric loading is fit to the well response inferred from cross-spectral estimation, it is possible to obtain estimates of the pneumatic diffusivity of the unsaturated zone and the vertical hydraulic conductivity of the aquifer.

Water Resources Research

Hydrochemistry and hydrodynamics of injecting an iron-rich pickling liquor into a dolomitic sandstone: A laboratory study

Waste pickling liquor containing high concentrations of iron salts was injected into cores of quartzite, sandstone, and dolomite in a laboratory study to determine what effect this procedure might have on the permeability of these rock types. Experiments were performed at field conditions 40°C and 13.8 MPa (megapascals) in a high-pressure triaxial chamber similar to that used in rock-mechanics testing but modified to allow downstream sample collection of effluent liquids and direct visual monitoring at in-situ conditions. Five samples were tested, ranging in effective porosity from 2.9 to 13 percent and in lithology from a quartzite to a dolomite. Hydraulic conductivity of the quartzitic samples remained unchanged during injection of over 50 pore volumes of pickling liquor, but significant decreases in the hydraulic conductivity of dolomitic samples were observed. Chemical analyses of effluents from a dolomitic sample suggest that carbonate minerals were dissolving and iron was precipitating. Clogging of pore space by CO 2 entrapment or by CaCl 2 precipitation did not seem to play a role in decreasing hydraulic conductivity because injection into a dolomitic core of more than 140 pore volumes of HCl at a concentration similar to that of the pickling liquor caused only a slight decrease in hydraulic conductivity compared with the decrease observed when an additional 30 pore volumes of pickling liquor were subsequently injected.

Journal of Research of the U.S. Geological Survey