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Page 5546, results 138626 - 138650

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An approach to estimating flood frequency for urban areas in Oklahoma
Vernon B. Sauer
1974, Water-Resources Investigations Report 74-23
Flood-frequency studies for urban areas in several parts of the United States and flood-frequency relations for natural streams of Oklahoma were used to develop a set of flood-frequency equations for urban areas of Oklahoma. Equations arepresented for estimating the 2-, 5-, 10-, 25-, 50-, and 100-year flood-peak discharges for basins...
Flood characteristics of Oklahoma streams techniques for calculating magnitude and frequency of floods in Oklahoma, with compilations of flood data through 1971
Vernon B. Sauer
1974, Water-Resources Investigations Report 73-52
The 2-, 5-, 10-, 25-, 50-, and 100-year recurrence interval floods are related to basin and climatic parameters for natural streams in Oklahoma by multiple regression techniques through the mathematical model, Qx=aAbScPd,where Qx is peak discharge for recurrence interval x, A is contributing drainage area, S is main channel slope,...
Flood profiles and inundated areas along the White River, Chelan County, Washington
John Savini, C.F. Schneider, D.E. LaFrance
1974, Water-Resources Investigations Report 74-13
Flood profiles covering the main stem to river mile 11.0 (kilometer 17.7) of the White River in Chelan County, Wash., were developed in a 3-year field study (1970-72) in cooperation with the State of Washington Department of Ecology. Flood-frequency curves based on an average of a regional computation and a...
Map showing unconsolidated materials, Southwick quadrangle, Massachusetts-Connecticut
Robert W. Schnabel
1974, Miscellaneous Field Studies Map 606-A
This map is intended to serve as an aid in reconnaissance evaluation of unconsolidated materials and can be used to identify areas of potential interest.The units on this map indicate the first material of substantial thickness (generally greater than 3 feet (1 m) encountered beneath the soil layer. The soil...
Oak Glen water-resources development study using modeling techniques, San Bernardino County, California
William R. Powers III, William F. Hardt
1974, Water-Resources Investigations Report 74-31
Hydrologic, digital-model, and economic analyses were made to determine the most efficient balance of conjunctive use of local ground water and surface water--specifically, whether additional ground-water supplies can be developed in the Oak Glen study area, San Bernardino County, Calif., for local use and also for export to the adjacent...