Hydrology of the upper Cheyenne River basin: Part A. Hydrology of stock-water reservoirs in upper Cheyenne River basin; Part B. Sediment sources and drainage-basin characteristics in upper Cheyenne River basin
R. C. Culler, R. F. Hadley, S. A. Schumm
1961, Water Supply Paper 1531
The objective of this investigation was to determine the effect on runoff of the many stock reservoirs in the Cheyenne River basin above Angostura Dam. As a first step it was necessary to determine, within reasonable limits of accuracy, the number of reservoirs in the basin, the storage capacity, the...
Hydraulic and hydrologic aspects of flood-plain planning
S.W. Wiitala, K.R. Jetter, Alan J. Sommerville
1961, Water Supply Paper 1526
The valid incentives compelling occupation of the flood plain, up to and eve n into the stream channel, undoubtedly have contributed greatly to the development of the country. But the result has been a heritage of flood disaster, suffering, and enormous costs. Flood destruction awakened a consciousness toward reduction and...
Surface water supply of the United States, 1958, Part 3-B, Cumberland and Tennessee River Basins
J. V. B. Wells
1960, Water Supply Paper 1556
Surface water supply of the United States, 1958, Part 3-A, Ohio River basin except Cumberland and Tennessee River basins
Water Resources Division, U.S. Geological Survey
1960, Water Supply Paper 1555
Surface water supply of the United States, 1957, Part I-B, North Atlantic slope basins, New York to York River
J. V. B. Wells
1960, Water Supply Paper 1502
Surface water supply of the United States, 1958, Part 12, Pacific slope basins in Washington and upper Columbia River Basin
J. V. B. Wells
1960, Water Supply Paper 1566
Surface water supply of the United States, 1958, Part 14, Pacific slope basins in Oregon and lower Columbia River Basin
J. V. B. Wells
1960, Water Supply Paper 1568
Compilation of records of surface waters of the United States through September 1950: Part 2-B. South Atlantic slope and eastern Gulf of Mexico basins, Ogeechee River to Pearl River
J. V. B. Wells
1960, Water Supply Paper 1304
No abstract available....
A survey of pertinent biochemical literature
Eugene T. Oborn
1960, Water Supply Paper 1459-F
General introduction and hydrologic definitions
W. B. Langbein, Kathleen T. Iseri
1960, Water Supply Paper 1541-A
Geology and ground-water resources of Platte County, Wyoming, with a section on Chemical quality of the water
D. A. Morris, H. M. Babcock, R.H. Langford
1960, Water Supply Paper 1490
Platte County, Wyo., has an area of 2,114 square miles and, in 1950, had a population of 7,925; it lies within parts of two major physiographic provinces, the northern extension of the Southern Rocky Mountains and the northwestern part of the Great Plains. The Laramie Range and related structures lie...
Geology and ground-water resources of the lower Little Bighorn River Valley, Big Horn County, Montana, with special reference to the drainage of waterlogged lands
E. A. Moulder, M. F. Klug, D. A. Morris, F. A. Swenson, R. A. Krieger
1960, Water Supply Paper 1487
The lower Little Bighorn River valley, Montana, is in the unglaciated part of the Missouri Plateau section of the Great Plains physiographic province. The river and its principal tributaries rise in the Bighorn Mountains, and the confluence of this northward-flowing stream with the Bighorn River is near the east edge...
Surface water supply of Hawaii, 1956-58
J. V. B. Wells
1960, Water Supply Paper 1569
Surface water supply of the United States, 1958, Part 13, Snake River Basin
J. V. B. Wells
1960, Water Supply Paper 1567
Floods of May 1955 in Colorado and New Mexico
Walter C. Vaudrey
1960, Water Supply Paper 1455-A
No abstract available....
Floods of August-October 1955, New England to North Carolina
Dean Butler Bogart
1960, Water Supply Paper 1420
No abstract available....
Double-mass curves, with a section fitting curves to cyclic data
James K. Searcy, Clayton H. Hardison, Walter B. Langbein
1960, Water Supply Paper 1541-B
The double.-mass curve is used to check the consistency of many kinds of hydrologic data by comparing data for a single station with that of a pattern composed of the data from several other stations in the area The double-mass curve can be used to adjust inconsistent precipitation data. The...
Compilation of records of surface waters of the United States through September 1950: Part 8. Western Gulf of Mexico basins
J. V. B. Wells
1960, Water Supply Paper 1312
No abstract available....
Geology, water resources and usable ground-water storage capacity of part of Solano County, California
H.G. Thomasson Jr., F. H. Olmsted, E. F. LeRoux
1960, Water Supply Paper 1464
The area described is confined largely to the valley-floor and foothill lands of Solano County, which lies directly between Sacramento, the State capital, and San Francisco. The area is considered in two subareas: The Putah area, which extends from Putah Creek southward to the Montezuma Hills and from the foothills...
Water levels near a well discharging from an unconfined aquifer
Irwin Remson, S.S. McNeary, J.R. Randolph
1960, Water Supply Paper 1536-B
Quality of surface waters for irrigation, western United States, 1956
S. K. Love
1960, Water Supply Paper 1485
Graphical correlation of gaging-station records
James K. Searcy
1960, Water Supply Paper 1541-C
A gaging-station record is a sample of the rate of flow of a stream at a given site. This sample can be used to estimate the magnitude and distribution of future flows if the record is long enough to be representative of the long-term flow of the stream. The reliability...
Surface water supply of Hawaii, 1955-56
J. V. B. Wells
1960, Water Supply Paper 1449
Surface water supply of the United States, 1958, Part 4, St. Lawrence River Basin
J. V. B. Wells
1960, Water Supply Paper 1557
Borehole geophysical methods for analyzing specific capacity of multiaquifer wells : ground-water hydraulics
Gordon D. Bennett, Eugene P. Patten Jr.
1960, Water Supply Paper 1536-A
Conventional well-logging techniques, combined with measurements of flow velocity in the borehole, can provide information on the discharge-drawdown characteriBtic8 of the several aquifers penetrated by a well. The information is most conveniently presented in a graph showing aquifer discharges as functions of the water level in the well at a...
