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Publication Extents

Not all publications have extents, not all extents are completely accurate
Computation of peak discharge at culverts
Rolland William Carter
1957, Circular 376
Methods for computing peak flood flow through culverts on the basis of a field survey of highwater marks and culvert geometry are presented. These methods are derived from investigations of culvert flow as reported in the literature and on extensive laboratory studies of culvert flow. For convenience in computation, culvert...
Estimated use of water in the United States, 1955
Kenneth Allen MacKichan
1957, Circular 398
The estimated withdrawal use of water in the United States during 1955 was about 740,000 mgd (million gallons per day). Withdrawal use of water requires that it be removed from the ground or diverted from a stream or lake. In this report it is divided into five types: public supplies,...
Ground water in the North Side Pumping Division, Minidoka Project, Minidoka County, Idaho
Emerson G. Crosthwaite, R. C. Scott
1956, Circular 371
The U. S. Bureau of Reclamation proposes to irrigate about 64, 000 acres, largely in southern Minidoka County north and west of the Snake River, with ground water from 175 wells; 13, 650 additional acres would receive surface water pumped to a high-line canal from Lake Milner. More than 20,000 additional...
Floods of August 1955 in the Northeastern States
Water Resources Division, U.S. Geological Survey
1956, Circular 377
The floods of August 1955 were an unprecedented disaster in a arge area of the northeastern United States. They rank among the most destructive in the country's his ory. Augmented by the antecedent hurricane sto m of August 11-15, the rainfall of August 17-20 accompanying hurricane Diane reached maximum val...