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Page 5211, results 130251 - 130275

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Publication Extents

Not all publications have extents, not all extents are completely accurate
Floods of June 4 and 12, 1976, at Culbertson, Montana
M. V. Johnson
1978, Open-File Report 78-429
Runoff from rainfall caused flooding in the town of Culbertson, Montana, on June 4 and 12, 1976. Flood damage was mostly to business and residential structures within Culberston. Two small drainage contributed the peak flows, which at one site exceeded 1,200 cubic feet per second per square mile of contributing...
Two-dimensional and three-dimensional digital flow models of the Salinas Valley ground-water basin, California
T. J. Durbin, G.W. Kapple, J. R. Freckleton
1978, Water-Resources Investigations Report 78-113
The Salinas Valley ground-water basin is in central coastal California. The ground-water basin extends from Monterey Bay southeastward along the Salinas River to San Ardo, a distance of about 70 miles, and has a maximum thickness of about 2,000 feet. Annual recharge to the ground-water basin, which is derived mostly...
Observation of water quality in the mixed reach below the confluence of the Sacramento and Feather Rivers, California, August and November 1975
Rodger F. Ferreira, Ray J. Hoffman
1978, Water-Resources Investigations Report 77-91
The area near the confluence of the Sacramento and Feather Rivers was selected for study of water-quality changes that occur when two large rivers mix. Water-quality measurements were made during August 13-14 and November 4-5, 1975. Considering the concentrations of most of the properties and constituents measured, the mixing of...
Well-response model of the confined area, Bunker Hill ground-water basin, San Bernardino County, California
Timothy J. Durbin, Charles O. Morgan
1978, Water-Resources Investigations Report 77-129
The Bunker Hill ground-water basin, in the vicinity of San Bernardino, Calif., is being artificially recharged with imported water. Current and future artificial recharge of the basin may cause the potentiometric surface in an area of confined ground water to rise above land surface and water to flow from uncapped...
Ten-year low mean monthly discharge determinations for ungaged streams near waste-stabilization ponds in Wisconsin
Stephen J. Field
1978, Water-Resources Investigations Report 78-49
Communities that use fill-and-draw waste-water treatment lagoons or waste-stabilization ponds are required to discharge during the spring and fall of the year at a rate that does not exceed the assimilative capacity of the receiving stream. The 10-year low mean monthly discharge (MMQ10) for October, November, April, and May for...
Flood investigations in Nevada through 1977 water year
Otto Moosburner
1978, Open-File Report 78-610
Maximum annual discharges, gage heights, and probable flood dates for 127 sites are compiled for Nevada streams. Data have been collected in cooperation with the Nevada Department of Highways at most of the sites (108).Also included in the report are the peak discharges, gage heights, and flood dates for the...
Local magnetic field measurements, fault creep observations and local earthquakes on the San Andreas fault
M.J.S. Johnston, B.E. Smith, Robert Martin Mueller
1978, Open-File Report 78-809
Simultaneous records of local variations in magnetic field, fault creep and the occurrence times of local earthquakes have been obtained for the period early 1974 through mid-1977 along the San Andreas fault between the most southern extent of the 1906 earthquake fault break and the most northern extent of the...
Flood profiles for Cypress Creek, west-central Florida
W. R. Murphy Jr.
1978, Water-Resources Investigations Report 78-8
Flood profiles are included for selected recurrence-interval floods in west-central Florida for a 27-mile reach of Cypress Creek, for a 4-mile tributary reach, and for a 1.2-mile distributary reach. The procedure for constructing flood profiles is based on flood heights computed in a step-backwater analysis using the following data: 2-,...
Flood profiles for Peace River, south-central Florida
W. R. Murphy Jr., K.M. Hammett, C. V. Reeter
1978, Water-Resources Investigations Report 78-57
This report presents flood heights and profiles for a 70-mile reach of Peace River from Bartow to Arcadia, Fla. The flood heights were calculated using the U.S. Geological Survey step-backwater model. Profiles were prepared for floods having expected recurrence intervals of 2, 2.33, 5, 10, 25, 50, 100, 200, and...