E. L. Hendricks
1962, Water Supply Paper 1711
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Page 53, results 1301 - 1325
Publication Extents
Not all publications have extents, not all extents are completely accurateE. L. Hendricks
1962, Water Supply Paper 1704
Jacob Davidian, P.H. Carrigan Jr., John Shen
1962, Water Supply Paper 1369-D
A highway embankment across a stream channel may have one or several bridge openings. In 1953, the pattern of flow through a single opening was quantitatively described by C. E. Kindsvater, R. W. Carter, and H. J. Tracy. The present investigation of the flow pattern at constrictions with two to...
E. L. Hendricks
1962, Water Supply Paper 1702
Phillip W. Johnson
1962, Water Supply Paper 1475-H
The Chiricahua National Monument is in the eastern part of Cochise County, Ariz. The monument is about 35 miles southeast of Wilicox in the north end of the Chiricahua Mountains which border Sulphur Springs Valley on the west. The area is drained by two intermittent washes, one in Bonita and...
S. K. Love
1962, Water Supply Paper 1571
C.V. Theis, C.S. Conover
1962, Water Supply Paper 1619-I
O. M. Hackett
1962, Water Supply Paper 1538
J. F. Poland, J. H. Green
1962, Water Supply Paper 1619-C
No abstract available....
S. E. Rantz
1962, Water Supply Paper 1619-R
No abstract available....
H. C. Riggs
1962, Water Supply Paper 1546
Eugene T. Oborn, John David Hem
1962, Water Supply Paper 1459-I
E. L. Hendricks
1962, Water Supply Paper 1751
Robert Schneider
1962, Water Supply Paper 1663-A
As part of a study of the status of investigations and development of ground water in Brazil, made under the auspices of the United States International Cooperation Administration and with the cooperation of the Government of Brazil, the country was divided into seven ground-water provinces. The identification and delineation of...
Herbert E. Skibitzke, Jose Alves Da Costa
1962, Water Supply Paper 1536-D
No abstract available....
M. A. Benson
1962, Water Supply Paper 1580-A
A brief summary is given of the history of methods of expressing flood potentialities, proceeding from simple flood formulas to statistical methods of flood-frequency analysis on a regional basis. Current techniques are described and evaluated. Long-term flood records in the United States show no justification for the adoption of a...
Turbit H. Slaughter
1962, Water Supply Paper 1619-T
John P. Miller
1962, Water Supply Paper 1535-F
Peter R. Stevens
1962, Water Supply Paper 1585
I. Wendell Marine
1962, Water Supply Paper 1475-G
A water supply of 50 gpm (gallons per minute) is estimated to be sufficient to supply the present and future water demand at the monument. The Coconino sandstone of Permian age seems to be capable of yielding this quantity to a well between 1,500 and 2,700 feet deep in the...
William D. Mitchell
1962, Water Supply Paper 1580-C
For observation of small-basin flood peaks, numerous crest-stage gages now are operated at culverts in roadway embankments. To the extent that they obstruct the natural flood plains of the streams, these embankments serve to create detention reservoirs, and thus to reduce the magnitude of observed peak flows. Hence, it is...
Nathaniel M. Perlmutter
1962, Water Supply Paper 1539-E
No abstract available....
W. B. Langbein
1962, Water Supply Paper 1539-W
A. N. Turcan, R. R. Meyer
1962, Water Supply Paper 1619-V
No abstract available....
Gordon D. Bennett, E.P. Patten
1962, Water Supply Paper 1536-G
This report describes the theory and field procedures for determining the transmissibility and storage coefficients and the original hydrostatic head of each aquifer penetrated by a multiaquifer well. The procedure involves pumping the well in such a manner that the drawdown of water level is constant while the discharges of...