Mine and prospect map of the Vermilion Cliffs-Paria Canyon Instant Study Area and adjacent wilderness areas, Coconino County, Arizona, and Kane County, Utah
Michael Lane
1983, Miscellaneous Field Studies Map 1475-C
Vermilion Cliffs-Paria Canyon Instant Study Area and adjacent wilderness areas are mostly in Coconino County Ariz., but extend into Kane County, Utah. The area studied in this report encompasses about 560 mi2 (1,450 km2). The study area includes the established Paria Canyon Primitive and Vermilion Cliffs Natural Areas between U.S....
Geochemical map of the Mount Eddy and Castle Crags Roadless Areas, Shasta, Siskiyou, and Trinity counties, California
J.A. Peterson, M.E. Caress
1983, Miscellaneous Field Studies Map 1529-A
The Mount Eddy and Castle , Crags Roadless Areas occupy 9,600 acres (39 km2) and 3,300 acres (13 km2), respectively, in Shasta, Siskiyou, and Trinity Counties, Calif., approximately 8 mi (13 km) west of the towns of Mount Shasta City and Dunsmuir (fig. 1). Access is provided by secondary roads...
Backwater and discharge at highway crossings with multiple bridges in Louisiana and Mississippi
B.E. Colson, V.R. Schneider
1983, Water-Resources Investigations Report 83-4065
Data were collected for nine floods in Mississippi and Louisiana at eight stream crossings having two to six separate bridge openings. Discharge through each bridge, water surface profiles, valley cross sections, and bridge geometry were measured. The multiple openings were divided into equivalent single-opening cases by apportioning interior embankments in...
Faulting arrested by control of ground-water withdrawal in Houston, Texas
T. Holzer, R.K. Gabrysch, E.R. Verbeek
1983, Earthquake Information Bulletin (USGS) (15) 204-209
More than 86 historically active faults with an aggregate length of 150 miles have been identified within and adjacent to the Houston, Texas, metropolitan area. Although scarps of these faults grow gradually and without causing damaging earthquakes, historical fault offset has cost millions of dollars in damage to houses and...
Estimating the magnitude of peak discharges for selected flood frequencies on small streams in South Carolina (1975)
B.H. Whetstone
1982, Open-File Report 82-337
A program to collect and analyze flood data from small streams in South Carolina was conducted from 1967-75, as a cooperative research project with the South Carolina Department of Highways and Public Transportation and the Federal Highway Administration. As a result of that program, a technique is presented for estimating...
Water resources of the Ochlockonee River area, northwest Florida
Charles A. Pascale, Jeffry R. Wagner
1982, Open-File Report 81-1121
The Ochlockonee River area comprises about 1,420 square miles in the panhandle of northwest Florida. In 1975, the population of the area was about 48,000. Water use averaged 11.4 million gallons per day; about half was pumped from wells and half from streams.The area receives 57 inches of precipitation per...
Small-stream flood investigations in Minnesota, October 1958 to September 1980
Kurt T. Gunard, C.J. Smith
1982, Open-File Report 82-433
An investigation of flood flows from small drainage basins in Minnesota is being made to aid in the design of bridges, culverts and other highway drainage structures. Results of the investigation provide peak-flow data on streams generally with drainage areas less than 200 square miles, placing particular emphasis on those...
Progress report to the Arkansas State Highway and Transportation Department, year ending September 30, 1981
R.C. Gilstrap, T.E. Lamb
1982, Open-File Report 82-97
The objectives of the cooperative program with the Arkansas State Highway and Transportation Department are described. Accomplishments within the program are summarized and reports are listed. The accomplishments include operation of a crest-stage station network, modeling of rainfall-runoff station data, publication of drainage-area reports for all major river basins in...
Time of travel of the Flint River, Utah Dam to highway M-13, Michigan, August 4-8, 1981
T. Ray Cummings, John B. Miller
1982, Open-File Report 82-853
Tracing of rhodamine WT dye has provided time-of-travel data for waste-load allocation studies of a 42.8-mile reach of the Flint River at low flow. A discharge equaled or exceeded about 90 percent of the time was measured at Grand Traverse Street in Flint before dye injection. Dye was injected at...
Mineral resource potential map of the Clear Lake Roadless Area, Leon County, Florida
Charles W. Hendry Jr., Sam H. Patterson, Thomas M. Crandall, John W. Sweeney
1982, Miscellaneous Field Studies Map 1479
The only mineral material that has been produced within the Clear Lake Roadless Area is clayey sand used as fill for highway construction and for stabilizing Forest Service roads. Fuller's earth, common clay, and sand and gravel presently are produced in Leon County and in nearby counties, and limestone and...
Floodflow characteristics of Honcut Creek at State Highway 70 bridges near Live Oak, California
J. C. Blodgett
1982, Open-File Report 81-1010
State Highway 70 crosses Honcut Creek near Live Oak about 3 miles upstream from its confluence with the Feather River by a series of three bridges separated by short approach embankments. The California Department of Transportation is planning to replace or widen the three bridges. This report evaluates flow characteristics...
Summary of hydrologic data collected at Wytheville National Fish Hatchery No. 2, Max Meadows, Virginia, 1976 to 1979
Walter E. Hendrick
1982, Open-File Report 82-686
Construction of a section of Interstate Highway 77 through Glade Creek basin in Wythe County, southwestern Virginia, raised concern about its effect on two springs and a well that supply water to a fish hatchery in the basin. Discharge of Glade Creek and the two springs, turbidity of the springs,...
A Two-dimensional finite-element model study of backwater and flow distribution at the I-10 crossing of the Pearl River near Slidell, Louisiana
J. K. Lee, D.C. Froelich, J. J. Gilbert, G.J. Wiche
1982, Water-Resources Investigations Report 82-4119
A two-dimensional finite-element surface-water flow modeling system was used to study the effect of Interstate Highway 10 on water-surface elevations and flow distribution during the flood on the Pearl River on April 2, 1980, near Slidell, La. A finite-element network was designed to represent the topography and vegetative cover of...
Regional bedrock geologic maps along the Dalton Highway, Yukon Crossing to Toolik, Alaska
William Peters Brosge, William Wallace Patton Jr.
1982, Open-File Report 82-1071
Variability in nest survival rates and implications to nesting studies
A.T. Klett, Douglas H. Johnson
1982, The Auk (99) 77-87
We used four reasonably large samples (83-213) of Mallard (Anas platyrhynchos) and Blue-winged Teal (A. discors) nests on an interstate highway right-of-way in southcentral North Dakota to evaluate potential biases in hatch-rate estimates. Twelve consecutive, weekly searches for nests were conducted with a cable-chain drag in 1976 and 1977. Nests...
Effects of highways on wildlife
L.W. Adams, A. D. Geis
1981, Report FHWA/RD-81/067
Floodflow characteristics of the Sacramento River in the vicinity of Gianella Bridge, Hamilton City, California
J. C. Blodgett
1981, Open-File Report 81-328
Floodflow, channel, and geomorphic data were assembled to evaluate the characteristics of flooding of the Sacramento River at the Gianella Bridge on State Highway 32 at Hamilton City, Calif. The bridge, constructed with a large center pier and drawrest structure in 1908, constricts floodflows at the site. Variations in river...
Cedar Creek at Cedartown, Georgia, floodflow characteristics from West Girard Avenue to the Georgia Avenue Relocation
McGlone Price
1981, Open-File Report 82-122
In cooperation with the Highway Division, Georgia Department of Transportation, the U.S. Geological Survey determined the backwater effects of existing bridges and dikes on Cedar Creek at Cedartown, Georgia, for the reach from West Girard Avenue to the Georgia Avenue relocation. The maximum backwater effect for the bridges was 1.7...
Hydraulic analysis, Paint Creek at State Route 772, Chillicothe, Ohio
R.I. Mayo, W.P. Bartlett Jr.
1981, Open-File Report 81-350
The Ohio Department of Transportation, Division of Highways, proposes to replace a three-span arch, bridge across Paint Creek on South Paint Street in Chillicothe, Ohio with a new deck-type structure resting on four sets of piles and four piers. Profiles of the 10-, 25-, 50- and 100-year floods under present...
Hydraulic analysis of Chenango River, Broome County, New York in relation to state highway plan
Bernard Dunn
1981, Open-File Report 81-1020
Hydraulic analyses of the 50- and 100-year floods in a 3.2 mile reach of the Chenango River in the towns of Fenton and Chenango in New York were made to determine the effects of two alternative bridge designs on flood levels. Neither design would cause more than a 0.1-foot increase...
Landslides from the February 4, 1976, Guatemala earthquake
Edwin L. Harp, Raymond C. Wilson, Gerald F. Wieczorek
1981, Professional Paper 1204-A
The M (Richter magnitude) = 7.5 Guatemala earthquake of February 4, 1976, generated more than 10,000 landslides throughout an area of approximately 16,000 km2. These landslides caused hundreds of fatalities as well as extensive property damage. Landslides disrupted both highways and the railroad system and thus severely hindered early rescue...
Time of travel of solutes in the Vermilion River, Louisiana
Anthony J. Calandro
1981, Open-File Report 81-1065
Dye-tracer studies were made in November 1978 and in June 1979 to define streamflow patterns in the Vermilion River. For the November 1978 study the tracer was injected at two locations, Surrey Street in Lafayette and about 7 miles downstream at State Highway 3073; the discharge at Surrey Street at...
Hydrogeology, estimated impact, and regional well monitoring of effects of subsurface wastewater injection, Tampa Bay area, Florida
John J. Hickey
1981, Water-Resources Investigations Report 80-118
Six proposed injection sites are located in Pinellas County, Fla., and the city of St. Petersburg. Projected maximum injection rate, if all sites become operational, will be about 40 million gallons per day. The injection zone at the proposed sites is in a consistently dolomitized section of the Avon Park...
A finite-element model study of the impact of the proposed I-326 crossing on flood stages of the Congaree River near Columbia, South Carolina
J. K. Lee, C. S. Bennett III
1981, Open-File Report 81-1194
A two-dimensional finite element surface water model was used to study the hydraulic impact of the proposed Interstate Route 326 crossing of the Congaree River near Columbia, SC. The finite element model was assessed as a potential operational tool for analyzing complex highway crossings and other modifications of river flood...
Hydrologic effects of highway-deicing chemicals in Massachusetts
L.R. Frost Jr., S.J. Pollock, R.F. Wakelee
1981, Open-File Report 81-209
Methods of estimating annual mean and annual maximum chloride concentrations and sodium concentrations in streams were developed using multiple and simple linear regression techniques and data collected during the 1972-77 water years. Independent variables are easily obtainable parameters such as total salt application within a basin, annual precipitation, and drainage...