William R. Keefer
1969, Open-File Report 69-136
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Publication Extents
Not all publications have extents, not all extents are completely accurateWater Resources Division, U.S. Geological Survey
1969, Open-File Report 69-295
No abstract available....
Water Resources Division, U.S. Geological Survey
1969, Open-File Report 69-290
Water Resources Division, U.S. Geological Survey
1969, Open-File Report 69-289
No abstract available....
George Walton Walker
1969, Geologic Quadrangle 827
W. C. Swadley
1969, Geologic Quadrangle 819
Gordon Whitney Weir, Seymour O. Schlanger
1969, Geologic Quadrangle 776
Robert E. Thaden, Richard Quintin Lewis
1969, Geologic Quadrangle 802
W. C. Swadley
1969, Geologic Quadrangle 846
Marvin L. Schroeder
1969, Geologic Quadrangle 793
Cleaves Lincoln Rogers, Donald C. Noble
1969, Geologic Quadrangle 822
W. C. Swadley
1969, Geologic Quadrangle 779
G. D. Robinson, M. E. McCallum, William Henry Hays
1969, Geologic Quadrangle 840
Richard Van Horn
1969, Geologic Quadrangle 803
Charles E. Shaw
1969, Geologic Quadrangle 794
John S. Bader
1969, Open-File Report 69-334
W.L. Burnham, A.H. Harder, N. P. Dion
1969, Open-File Report 69-28
Five areas within the Bear River drainage of southeastern Idaho offer potential for further development of ground water--the valley north of Bear Lake, north of Soda Springs, Gem Valley, Cache Valley in Idaho, and Malad Valley in Idaho. Saturated deposits north of Bear Lake are too fine-textured to yield large...
George Francis Pinder
1969, Open-File Report 69-207
G.A. Miller
1969, Open-File Report 69-327
Gene C. Doty
1969, Open-File Report 69-77
J. H. Koehler
1969, Open-File Report 69-140
Roland Westland Page, R.A. LeBlanc
1969, Open-File Report 69-328
The Fresno area comprises about 1.400 square miles lying west of the foothills of the Sierra Nevada and east of the trough of the San Joaquin Valley. The rainfall averages less than 10 inches per year causing agricultural development to depend mainly on surface-water deliveries and ground-water pumpage. Surface-water deliveries...
Fred Kunkel, George H. Chase
1969, Open-File Report 69-329
E. H. Cordes
1969, Open-File Report 69-59
Walter L. Anderson
1969, Open-File Report 69-10
The variation of coordinates method is employed to perform a weighted least squares adjustment of horizontal survey networks. Geodetic coordinates are required for each fixed and adjustable station. A preliminary inverse geodetic position computation is made for each observed line. Weights associated with each observed equation for direction, azimuth, and...