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RESEARCH· ·1970·

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eds of sandstone in the upper part of the Fox Hills<br />

and lower part of the Hell Creek have an average<br />

aggregate thickness of 90 feet. The aquifer, therefore,<br />

would have an average permeability of about ( 1 '!~ 0 )<br />

16 gpd per square foot.<br />

CONCLUSIONS<br />

The results of 49 flow and recovery tests in ~1ercer<br />

nnd Oliver Counties indicate that sandstone beds within<br />

the Fox I-Iills Sttndstone and Hell Creek Formation<br />

have transmissivities that range from 13 to 3,100 gpd<br />

per foot nnd average 510 gpd per foot. ~1any of the<br />

wells on which ttquifer tests were mnde are completed<br />

in the aquifer in the upper part of the Hell Creek<br />

Formntion. Also, many wells do not entirely tap either<br />

aquifer. Therefore, the nverage figure of 510 gpd per<br />

:foot is not comparable to the figure for transmissivity<br />

of 1,400 gpd per foot obtained by Darcy's law for the<br />

nquifer in the upper Fox I-Iills Sandstone and lower<br />

liell Creek Formation. The average of 16 gpd per ft 2<br />

for permenbility obtained from the aquifer tests and<br />

frmn the analysis of ground-water flow are in agreement.<br />

REFERENCE'S<br />

Birch, Francis, ed., 1942, Handbook ·of physical constants : Geol.<br />

Soc. America Spec. Paper 36, 325 p.<br />

Denson, N. M., and Gill, J. R., 1965, Uranium-bearing lignite<br />

and carbonaceous shale in the southwesten1 part of the<br />

'Villiston basin-A regional study: U.S. Geol. Survey Prof.<br />

Paper 463, 75 p.<br />

CROFT AND WESOLOWSKI<br />

B195<br />

Foley, F. C., Walton, W. C., and Drescher, "\V. J., 1953, Groundwater<br />

conditions in the Milwaukee-,Vaukesha area, Wisconsin:<br />

U.S. Geol. Survey 'Vater-Supply Paper 1229, 96 p.<br />

Jacob, C. E., 1950, Flow of ground water, chap. 5, in Rouse,<br />

Hunter, Engineering hydraulics: New York, John 'Viley<br />

and Sons, Inc., p. 321-386.<br />

Jacob, C. E., and Lohman, S. W., 1952, Nonsteady flow to a well<br />

of constant drawdown in an extensive aquifer: Am. Geophys.<br />

Union Trans., v. 33, no. 4, p. 559-569.<br />

Johnson, W. D., Jr., and Kunkel, R. P., 1959, The Square Buttes<br />

coal field, Oliver and Mercer Counties, N. Dal;;:.: U.S. Geol.<br />

Survey Bull. 1076, 91 p.<br />

Lloyd, E. R., and Hares, C. J., 1915, The Cannonball marine<br />

member of the Lance Formation of North and South Dakota<br />

and its bearing on the Lance-Laramide problem: Jour.<br />

Geology, v. 23, p. 523-547.<br />

Pipiringos, G. N., Chisholm, 'V. A., and Kepferle, R. C., 1965,<br />

Geology and uranium deposits in the Cave Hill area, Harding<br />

County, S. Dak.: U.S. Geol. Survey Prof. Paper 476-A,<br />

64 p.<br />

Stanton, T. W., 1920, The fauna of the Cannonball marine member<br />

of the Lance Formation: U.S. Geol. Survey Prof. Paper<br />

128-A, p. 1-60.<br />

Taylor, 0. J., 1965, Ground-water resources along Cedar Creek<br />

anticline in eastern Montana: Montana Bur. Mines and<br />

Geology Mem. 40, 99 p.<br />

--- 1968, Ground-water resources of the Northern Powder<br />

River valley, southeastern Montana: Montana Bur. Mines<br />

and Geology Bull. 66, 34 p.<br />

Theis, C. V., 1935, Relation between the lowering of the piezometric<br />

surface and the ratio and duration of discharge of<br />

a well using ground-water storage: Am. Geophys. Union<br />

Trans., v. 16, pt. 2, p. 519-524.

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