Hydrologic and climatologic factors affecting water levels of Devils Lake, North Dakota
Gregg J. Wiche
1986, Water-Resources Investigations Report 86-4320
High water levels of Devils Lake, North Dakota, and other terminal lakes, have, in recent years, threatened highways, agricultural land, recreational cabins, and communities located near these lakes. This study was undertaken to describe the hydrology of the Devils Lake basin and to determine how to estimate future water level...
Data report for the north and south Richardson Highway profiles, TACT, seismic-refraction survey, southern Alaska
P. J. Meador, E. L. Ambos, G. S. Fuis
1986, Open-File Report 86-274
No abstract available....
Streamflow and specific-conductance data for Bear Creek, August 13, 1985, the Oak Ridge Reservation, Tennessee
R. D. Evaldi
1986, Open-File Report 85-682
Discharge and specific conductance were measured August 13, 1985 , during low base flow of Bear Creek in the vicinity of the Y-12 Plant on the Oak Ridge Reservation, Tennessee. Discharge of Bear Creek and its tributaries measured at specific sites ranged from 0 to 1.0 cubic foot per second....
Simulation of flood hydrographs for Georgia streams
Ernest J. Inman
1986, Water-Resources Investigations Report 86-4004
Flood hydrographs are needed for the design of many highway drainage structures and embankments. A method for simulating these flood hydrographs at ungaged sites in Georgia is presented in this report.The O'Donnell method was used to compute unit hydrographs and lagtimes for 355 floods at 80 gaging stations. An average...
SIMULATION OF FLOOD HYDROGRAPHS FOR GEORGIA STREAMS.
E. J. Inman, J.T. Armbruster
1986, Transportation Research Record 15-23
Flood hydrographs are needed for the design of many highway drainage structures and embankments. A method for simulating these flood hydrographs at urban and rural ungauged sites in Georgia is presented. The O'Donnell method was used to compute unit hydrographs from 355 flood events from 80 stations. An average unit...
Effects of urbanization on streamflow, sediment loads, and channel morphology in Pheasant Branch basin near Middleton, Wisconsin
W.R. Krug, G. L. Goddard
1986, Water-Resources Investigations Report 85-4068
A 5-year, data-collection and modeling study was conducted on Pheasant Branch basin in and near Middleton, Wisconsin. The objectives of the study were to: (1) describe the streamflow characteristics, sediment transport, and stream-channel morphology in the Pheasant Branch basin; and (2) relate the above factors to changes caused by urbanization...
Percentage entrainment of constituent loads in urban runoff, south Florida
R. A. Miller
1985, Water-Resources Investigations Report 84-4329
Runoff quantity and quality data from four urban basins in south Florida were analyzed to determine the entrainment of total nitrogen, total phosphorus, total carbon, chemical oxygen demand, suspended solids, and total lead within the stormwater runoff. Land use of the homogeneously developed basins are residential (single family), highway, commercial,...
Recent changes in the ranges of North American birds
C.S. Robbins
V.D. Ilyichev, V.M. Gavrilov, editor(s)
1985, Book chapter, Acta XVIII Congressus Internationalis Ornithologici, volume II
The North American Breeding Bird Survey has provided an annual index of population change since 1966. About 2400 randomly distributed roadside routes of 50 three-minute stops each provide the basic data for computer analysis. One of the reports produced shows the percentage of routes on which each species is encountered...
Geochemical map of the Guadalupe Escarpment Wilderness Study Area, Eddy County, New Mexico
T.D. Light, J. A. Domenico, S. M. Smith
1985, Miscellaneous Field Studies Map 1560-B
During 1982, the U.S. Geological Survey and the U.S. Bureau of Mines conducted field investigations to evaluate the mineral resource potential of the Guadalupe Escarpment Wilderness Study Area. Field studies included geologic mapping, geochemical sampling, and a survey of known mines, prospects, and mineralized zones. This map presents the results...
Maps showing anomaly patterns for silver, molybdenum, lead, and zinc in altered rocks and soils, Williams Fork and St. Louis Peak Roadless Areas, Clear Creek, Grand, and Summit counties, Colorado
R. G. Eppinger, P. K. Theobald, H. N. Barton, R. R. Carlson
1985, Miscellaneous Field Studies Map 1588-E
The U.S. Geological Survey and the U.S Bureau of Mines conducted field studies from 1979 through 1982 to assess the mineral resource potential of the Williams Fork and St. Louis Peak Roadless Areas and the Vasquez Peak Wilderness Study Area. Included were geological, geochemical, and geophysical studies by the U.S....
Reconnaissance geologic map of the Jabal al Usayfir quadrangle, sheet 26/40C, Kingdom of Saudi Arabia
G. M. Fairer
1985, Open-File Report 85-579
The Janbal al Usayfir quadrangle, sheet 26/40 C, is located approximately 195 km southwest of the regional center of Ha’il, in the north-central part of Saudi Arabia, and is bounded by lat 26°00’ and 26°30’ N. and long 40°30’ and 40°30’ E. Access is via the Al Madinah – Ha’il...
Reconnaissance geologic map of the Ash Shamila quadrangle, sheet 26/40 A, Kingdom of Saudi Arabia
G. M. Fairer
1985, Open-File Report 85-578
The Ash Shamila quadrangle, sheet 26/40 A, is centred 168 km southwest of Ha’il, in north-central Saudi Arabia, and is bounded by lat 26°30’ and 27°00’ N. and long 40°00’ and 40°30’ E. Access is by way of the Al Madihah – Ha’il paved highway to Hulayfah or Gazzalah, thence...
Frequency and duration of flooding of Grove Creek near Kenansville, North Carolina, for present and proposed restored channel conditions
T. C. Stamey
1985, Water-Resources Investigations Report 85-4298
The Grove Creek basin includes an area of about 42 square miles in Duplin County, southeastern North Carolina. The North Carolina Department of Human Resources (DHR) proposes to implement a channel restoration project on about an eight-mile reach of Grove Creek. The purpose of the restoration program is to improve...
Calculating sediment discharge from a highway construction site in central Pennsylvania
L.A. Reed, J. R. Ward, K. L. Wetzel
1985, Water-Resources Investigations Report 83-4216
The Pennsylvania Department of Transportation, the Federal Highway Administration, and the U.S. Geological Survey have cooperated in a study to evaluate two methods of predicting sediment yields during highway construction. Sediment yields were calculated using the Universal Soil Loss and the Younkin Sediment Prediction Equations. Results...
Water-quality variations in Antelope Creek and Deadmans Run, Lincoln, Nebraska
R. A. Pettijohn, R. A. Engberg
1985, Water-Resources Investigations Report 85-4153
Eleven sets of samples from five sites on Antelope Creek and Dead Man 's Run in Lincoln, Nebraska, were collected from December 1982 through June 1983 to study water-quality variations. Specific-conductance values generally were similar for Antelope Creek at 52nd Street and 27th Street, but during a low-flow survey of...
Contributions of suspended sediment from highway construction and other land uses to the Olentangy River, Columbus, Ohio
D.R. Helsel
1985, Water-Resources Investigations Report 84-4336
Highway construction within the Olentangy River flood plain in Columbus, Ohio, was projected to be a large source of suspended sediment to the river system. A monitoring program was begun by the U.S. Geological Survey in 1978 to quantify the implacts of construction process. Sediment information was collected daily at...
Analysis of water-level fluctuations of the U.S. Highway 90 retention pond, Madison, Florida
W. C. Bridges
1985, Water-Resources Investigations Report 85-4057
A closed basin stormwater retention pond, located 1 mile west of Madison, Florida, has a maximum storage capacity of 134.1 acre-feet at the overtopping altitude of 100.2 feet. The maximum observed altitude (July 1982 to March 1984) was 99.52 feet (126.7 acre-feet) on March 28, 1984. This report provides a...
Development and testing of highway storm-sewer flow measurement and recording system
F. A. Kilpatrick, W.R. Kaehrle, Jack Hardee, E. H. Cordes, M. N. Landers
1985, Water-Resources Investigations Report 85-4111
A comprehensive study and development of measuring instruments and techniques for measuring all components of flow in a storm-sewer drainage system was undertaken by the U.S. Geological Survey under the sponsorship of the Federal Highway Administration. The study involved laboratory and field calibration and testing of measuring flumes, pipe insert...
Preliminary report on a study to estimate flood volumes of small rural streams in Ohio: Methods, site selection, and data base
J. M. Sherwood
1985, Open-File Report 84-470
In 1981, the U.S. Geological Survey, in cooperation with the Ohio Department of Transportation and the Federal Highway Administration, began a 7-year flood-volume study of small rural basins in Ohio. This report summarizes the methods of study and describes reconnaissance and site-selection procedures, locations and characteristics of the stations, instrumentation,...
Seismic refraction data collected in the Chugach Mountains and along the Glenn Highway in southern Alaska in 1984
Margaret A. Daley, Elizabeth L. Ambos, Gary S. Fuis
1985, Open-File Report 85-531
Analytical results and sample locality map of stream-sediment and heavy-mineral-concentrate samples from the Chuckwalla Mountains Wilderness Study Area (CDCA-348), Riverside County, California
B. M. Adrian, G.W. Day, K. C. Watts
1985, Open-File Report 85-293
In March 1982, we conducted a reconnaissance geochemical survey of the Chuckwalla Mountains Wilderness Study Area, Riverside County, California.The Chuckwalla Mountains Wilderness Study Area comprises about 90 mi2 (233 km) in the southeast corner of Riverside County, California, and lies just south of Interstate Highway 10 at Desert Center, California,...
Geology of the Carlin gold deposit, Nevada
Arthur S. Radtke
1985, Professional Paper 1267
This report describes the geology of the Carlin gold deposit and the Lynn mining district, including an area of about 80km2 in northern Eureka County, Nev. (fig. 1). The Carlin mine is located in secs. 13 and 14, T.35N., R.50E., at an elevation of 6,400 ft near the crest of...
Reducing losses from earthquakes through personal preparedness
W. J. Kockelman
1985, Earthquake Information Bulletin (USGS) (17) 50-59
Actions to reduce earthquake hazards can be divided into five phases:two occur before the event, one during the event, and two after the event. The phases are: (1) Mitigation techniques taken anywhere from 1 to 20 years before the event, (2) preparedness measures taken 1 to 20 weeks before the...
Attenuation of stormwater contaminants from highway runoff within unsaturated limestone, Dade County, Florida
Bradley G. Waller, Howard Klein, Lawrence J. Lefkoff
1984, Water-Resources Investigations Report 84-4083
Infiltration of stormwater in heavily urbanized parts of Dade County, Florida, is a prime source of recharge to the unconfined Biscayne aquifer, the sole source of drinking water for southeast Florida. Ponded stormwater at the test site contained greater concentrations of lead, zinc, manganese, nitrogen (except nitrate), and phosphorus than...
Floods of May to June, 1983, along the northern Wasatch Front, Salt Lake City to North Ogden, Utah
K.L. Lindskov
1984, Utah Geological and Mineralogical Survey Water-Resources Bulletin 24
Determinations of peak discharge for floods of May to June 1983 were made for 11 streams along the northern Wasatch Front from Salt Lake City to North Ogden. At nine of the streams, the floods during the spring of 1983 equaled or exceeded the 100-year flood. The peak discharge at...