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Page 5709, results 142701 - 142725

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Not all publications have extents, not all extents are completely accurate
Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan
Don C. Perkins, James K. Culbertson
1970, Water Supply Paper 1608-M
A hydrographic and sedimentation survey of Band-e Kajakai (Kajakai Reservoir) on the Darya-ye Hirmand (Helmand River) was carried out during the period September through December 1968. Underwater mapping techniques were used to determine the reservoir capacity as of 1968. Sediment range lines were established and monumented to facilitate future sedimentation...
Study and interpretation of the chemical characteristics of natural water
John David Hem
1970, Water Supply Paper 1473
The chemical composition of natural water is derived from many different sources of solutes, including gases and aerosols from the atmosphere, weathering and erosion of rocks and soil, solution or precipitation reactions occurring below the land surface, and cultural effects resulting from activities of man. Some of the processes of...
Floods of December 1966 in southwestern Utah
Elmer Butler, J. C. Mundorff
1970, Water Supply Paper 1870-A
Severe floods occurred in parts of southwestern Utah on December 5-6, 1966, as a result of precipitation of about 1 inch to more than 12 inches during December 3-6. The flood on the Virgin River was the greatest since the first settlers arrived in 1860.The peak discharge of the Virgin...
Summary of floods in the United States during 1964
J.O. Rostvedt
1970, Water Supply Paper 1840-C
This report describes the most outstanding floods in the United States during 1984. The four most damaging floods during the year were in December in the Far Western States, in March along the Ohio River, in September in central and northern Florida and southern Georgia, and in June in northwestern...
Ground-water aspects of the lower Henrys Fork region, eastern Idaho
E. G. Crosthwaite, Maurice John Mundorff, Eugene H. Walker
1970, Water Supply Paper 1879-C
The lower Henrys Fork region in eastern Idaho includes the plains and low benches between Ashton and the junction of Henrys Fork and Snake River. The northwestern and western parts of the area are part of the Snake River basalt plain. The central part of the area is occupied by...
Water resources and related geology of Dera Ismail Khan district, West Pakistan, with reference to the availability of ground water for development
J. W. Hood, Lutfe Ali Khan, Khalid Jawaid
1970, Water Supply Paper 1608-K
Dera Ismail (D.I.) Khan District contains an area of 3,450 square miles between the right bank of the Indus River and the Sulaiman Range in westcentral West Pakistan. Agriculture is the principal source of income in the District, but only a small part of the arable land is fully utilized....
Methods and applications of electrical simulation in ground-water studies in the lower Arkansas and Verdigris River Valleys, Arkansas and Oklahoma
M. S. Bedinger, J.E. Reed, C.J. Wells, B.F. Swafford
1970, Water Supply Paper 1971
The Arkansas River Multiple-Purpose Plan will provide year-round navigation on the Arkansas River from near its mouth to Muskogee, Okla., and on the Verdigris River from Muskogee to Catoosa, Okla. The altered regimen in the Arkansas and Verdigris Rivers will affect ground-water conditions in the adjacent alluvial aquifers. In 1957...
Water resources of Racine and Kenosha Counties, southeastern Wisconsin
R. D. Hutchinson
1970, Water Supply Paper 1878
Urbanization and changes in regional development in Racine and Kenosha Counties are increasing the need for water-resources information useful for planning and management. The area is fortunate in having abundant supplies of generally good quality water available for present and projected future needs. Lake Michigan and ground-water reservoirs have great...
Effects of urban development on floods in northern Virginia
Daniel G. Anderson
1970, Water Supply Paper 2001-C
Graphical and mathematical relations are presented to estimate the flood-peak magnitudes having recurrence intervals ranging up to 100 years for drainage basins with various degrees of urban or suburban development. Five independent variables are required for use of the relations. They are the size, length, and slope of the basin,...