Modifications of a three-dimensional ground-water flow model to account for variable water density and effects of multiaquifer wells
A.L. Kontis, R.J. Mandle
1988, Water-Resources Investigations Report 87-4265
The effects of two multipurpose reservoirs on the water temperature of the McKenzie River, Oregon
R. P. Hansen
1988, Water-Resources Investigations Report 87-4175
A one dimensional, unsteady-state temperature model using the equilibrium temperature approach (with air temperature used to estimate equilibrium temperature) is used to evaluate the effects of two Army Corps of Engineers dams and resulting reservoirs on the McKenzie River, from Delta Park (River Kilometer 99.9) to Leaburg Dam (River Kilometer...
Hydrologic analysis of the Rio Grande basin north of Embudo, New Mexico, Colorado and New Mexico
G. A. Hearne, J. D. Dewey
1988, Water-Resources Investigations Report 86-4113
Water yield was estimated for each of the five regions that represent contrasting hydrologic regimes in the 10,400 square miles of the Rio Grande basin above Embudo, New Mexico. Water yield was estimated as 2,800 cubic feet per second for the San Juan Mountains, and 28 cubic feet per second...
Channel morphology of Cottonwood Creek near Cottonwood, California, from 1940 to 1985
W. F. McCaffrey, J. C. Blodgett, J.L. Thornton
1988, Water-Resources Investigations Report 87-4251
Proposed construction of two dams on Cottonwood Creek California , has caused concern that resulting streamflow modification may alter downstream channel morphology. Baseline information on Cottonwood Creek channel characteristics from 1982-83 field surveys and 1940-84 aerial photographs indicates an alluvial channel that consists of a braided inner main channel within...
Fracture characterization and fracture-permeability estimation at the underground research laboratory in southeastern Manitoba, Canada
Frederick L. Paillet
1988, Water-Resources Investigations Report 88-4009
Various conventional geophysical well logs were obtained in conjunction with acoustic tube-wave amplitude and experimental heat-pulse flowmeter measurements in two deep boreholes in granitic rocks on the Canadian shield in southeastern Manitoba. The objective of this study is the development of measurement techniques and data processing methods for characterization of...
The Creede, Colorado ore-forming system; a summary model
P. M. Bethke
1988, Open-File Report 88-403
Maps showing distribution of anomalies based on the use of R-mode factor analysis for selected groupings of elements in samples of minus-60-mesh (0.25-MM) stream sediment and nonmagnetic heavy-mineral concentrate, Walker Lake 1 degree by 2 degrees Quadrangle, California and Nevada
M.A. Chaffee
1988, Miscellaneous Field Studies Map 1382-K
This report is part of a folio of maps of the Walker Lake 1o x 2o quadrangle, California and Nevada, prepared under the Conterminous United States Mineral Assessment Program. The folio includes geological, geochemical, and geophysical maps, as well as mineral resources assessment maps, which identify selected known or possible mineral-deposit environments...
Water resources and effects of ground-water development in Pasco County, Florida
J. D. Fretwell
1988, Water-Resources Investigations Report 87-4188
Ninety-nine percent of the 79.72 million gal/d of water used in Pasco County, Florida is groundwater from the Upper Floridan aquifer. In addition, 53.5 million gal/d is exported for use in Pinellas County. Chemical quality of the water generally falls within recommended limits for drinking water except near the coast....
Descriptive and grade-tonnage models of volcanogenic manganese deposits in oceanic environments; a modification
Dan L. Mosier, Norman J. Page
1988, Bulletin 1811
Four types of volcanogenic manganese deposits, distinguished on the basis of geologic, geochemical, and geophysical characteristics, appear to result from a combination of volcanic and hydrothermal processes related to hot-spring activity in oceanic environments. We compare these four desposit types, here called the Franciscan, Cuban, Olympic Peninsula, and Cyprus,...
GEOSTAT; a computer system for spherical semi-variogram modeling and kriging
L.W. Boger
1988, Open-File Report 88-684
Mineral resources of the Whipple Mountains and Whipple Mountains Addition Wilderness Study Areas, San Bernardino County, California
Sherman P. Marsh, Gary L. Raines, Michael F. Diggles, Keith A. Howard, Robert W. Simpson, Donald B. Hoover, James Ridenour, Phillip R. Moyle, Spencee L. Willett
1988, Bulletin 1713-D
At the request of the U.S. Bureau of Land Management, approximately 85,100 acres of the Whipple Mountains Wilderness Study Area (CDCA-312) and 1,380 acres of the Whipple Mountains Addition Wilderness Study Area (AZ-050-010) were evaluated for identified mineral resources (known) and mineral resource potential (undiscovered). In this report, the Whipple...
Low-flow routing in the Lehigh and Delaware Rivers, Pennsylvania
H.N. Flippo Jr.
1988, Water-Resources Investigations Report 85-4331
Flow-routing studies were made to evaluate the response of the Lehigh and Delaware Rivers to low-flow augmentative releases from two reservoirs --Francis E. Walter Reservoir and Beltzville Lake--in the Lehigh River basin. Digital routing models that use diffusion-analogy methods to convolute flows with system-response functions were developed to simulate daily...
Geologic and hydrologic investigations of a potential nuclear waste disposal site at Yucca Mountain, southern Nevada
Michael D. Carr, James C. Yount, editor(s)
1988, Bulletin 1790
Crustal velocity sections based on two seismic-refraction profiles are presented for the area west of Yucca Mountain, Nye County, Nevada. The Crater Flat profile is interpreted in terms of six velocity layers ranging from 1.5 to 6.1 km/s. Interpretation of the Beatty profile reveals an escarpment near the northeast edge...
Simulation of quantity and quality of storm runoff for urban catchments in Fresno, California
J. R. Guay, P. E. Smith
1988, Water-Resources Investigations Report 88-4125
Rainfall-runoff models were developed for a multiple-dwelling residential catchment (2 applications), a single-dwelling residential catchment, and a commercial catchment in Fresno, California, using the U.S. Geological Survey Distributed Routing Rainfall-Runoff Model (DR3M-II). A runoff-quality model also was developed at the commercial catchment using the Survey 's Multiple-Event Urban Runoff Quality...
Effects of flood controls proposed for West Branch Brandywine Creek, Chester County, Pennsylvania
R. A. Sloto
1988, Water-Resources Investigations Report 86-4054
Twenty-four-hour rainfall, distributed over time according to the U.S. Soil Conservation Service type II rainfall distribution, was used as input to calibrated rainfall-runoff models of three subbasins in the West Branch Brandywine Creek watershed. The effects of four proposed flood controls were evaluated by using these rainfalls to simulate discharge...
Effects of agricultural irrigation on water resources in the St. Joseph River basin, Indiana, and implications for aquifer yield
J. G. Peters, D.E. Renn
1988, Water-Resources Investigations Report 87-4273
During the past decade, the acreage of irrigated agricultural land in Indiana has tripled, causing public concern about competition for water and resulting in several State laws for regulating water withdrawals. The St. Joseph River basin represents less than one-tenth of the area of the State, but it contains one-third...
Effects of urbanization on storm-runoff volume and peak discharge of Valley Creek, eastern Chester County, Pennsylvania
R. A. Sloto
1988, Water-Resources Investigations Report 87-4196
Peak discharge and runoff volume were simulated for 21 storms in the Valley Creek basin using the U.S. Geological Survey Distributed Routing Rainfall-Runoff Model (DR3M). Storm peak discharges ranged from 301 to 900 cubic feet per second. Rainfall was measured at three recording rain gages in the basin. Observed and...
Computer-program documentation of an interactive-accounting model to simulate streamflow, water quality, and water-supply operations in a river basin
A.W. Burns
1988, Water-Resources Investigations Report 88-4012
This report describes an interactive-accounting model used to simulate streamflow, chemical-constituent concentrations and loads, and water-supply operations in a river basin. The model uses regression equations to compute flow from incremental (internode) drainage areas. Conservative chemical constituents (typically dissolved solids) also are computed from regression equations. Both flow and water...
Operating manual for the U.S. Geological Survey minimonitor, 1988 revised edition; punched-paper-tape model
James H. Ficken, Carl T. Scott
1988, Open-File Report 88-491
This manual describes the U.S. Geological Survey Minimonitor Water Quality Data Measuring and Recording System. Instructions for calibrating, servicing, maintaining, and operating the system are provided. The Survey Minimonitor is a battery-powered , multiparameter water quality monitoring instrument designed for field use. A watertight can containing signal conditioners is connected...
Quantitative assessment of the shallow ground-water flow system associated with Connetquot Brook, Long Island, New York
Keith R. Prince, O. Lehn Franke, Thomas E. Reilly
1988, Water Supply Paper 2309
Streamflow on Long Island is derived principally from shallow ground water that flows above the deeper regional flow system. The movement of shallow ground water was studied during 1975-82 at Connetquot Brook, an undisturbed stream in Connetquot River State Park, in south-central Long Island, New York. The investigation encompassed (1)...
User's guide for RIV2; a package for routing and accounting of river discharge for a modular, three-dimensional, finite-difference, ground- water flow model
Roger S. Miller
1988, Open-File Report 88-345
RIV2 is a package for the U.S. Geological Survey 's modular, three-dimensional, finite-difference, groundwater flow model developed by M. G. McDonald and A. W. Harbaugh that simulates river-discharge routing. RIV2 replaces RIVI, the original river package used in the model. RIV2 preserves the basic logic of RIV1, but better represents...
Results of a geochemical survey, Aban Al Ahmar Quadrangle, Sheet 25F, Kingdom of Saudi Arabia
W. Roger Miller, M. A. Arnold
1988, Open-File Report 88-605
The interpretation of geochemical data from a regional survey of the Aban al Ahmar quadrangle resulted in the selection of areas for follow-up studies. The results of detailed geochemical studies of these areas, combined with field observation, resulted in the selection of areas of moderate to high mineral resource potential....
Simulated effects of ground-water management alternatives for the Salinas Valley, California
E.B. Yates
1988, Water-Resources Investigations Report 87-4066
A two-dimensional digital groundwater flow model was developed to analyze the geohydrology of the groundwater basin in the Salinas Valley. The model was calibrated for steady-state and transient simulations by comparing simulated with measured or estimated inflows, outflows, and water levels for 1970-81. Preliminary estimates of hydraulic properties and some...
Simulation of the regional geohydrology of the Tesuque aquifer system near Santa Fe, New Mexico
D. P. McAda, Maryann Wasiolek
1988, Water-Resources Investigations Report 87-4056
Declining groundwater levels resulting from groundwater withdrawals in the Santa Fe, New Mexico, area have caused concern about the future availability of water in the Tesuque aquifer system. This report describes the geohydrology of the Tesuque aquifer system in the Santa Fe area and presents a three-dimensional regional groundwater flow...
Appraisal of the water resources of the Big Sioux Aquifer, Moody County, South Dakota
D. S. Hansen
1988, Water-Resources Investigations Report 87-4057
The Big Sioux aquifer in Moody County is a 55 sq mi, water table aquifer hydraulically connected to the Big Sioux River. The average thickness is 22 ft and the maximum thickness is 54 ft. A digital model was developed to simulate groundwater flow in the Big Sioux aquifer in...