A. Buono
1984, Water-Resources Investigations Report 83-4111
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Publication Extents
Not all publications have extents, not all extents are completely accurateJ.V. Borghese, A. R. Klinger
1984, Water-Resources Investigations Report 84-4256
Ground water was monitored from October 1980 to April 1983 and surface water was monitored from October 1980 to September 1982 in the 0.6-square-mile basin of Plum Creek Tributary in Randolph County, Illinois, to determine effects of surface mining for coal. During the study period, the basin was being surfaced...
W. D. Johnson
1984, Water-Resources Investigations Report 83-4118-G
I.L. Burmeister, O. G. Lara
1984, Water-Resources Investigations Report 84-4171
This report documents the results of a study of the cost-effectiveness of the stream-gaging program in Iowa. Data uses and funding sources were identified for the 122 surface-water stations (including reservoir, lake, stage only, and miscellaneous stations) operated by the U. S. Geological Survey in Iowa. There are 110 continuous...
J. E. Jenness, D. A. Lopez
1984, Water-Resources Investigations Report 83-4116-F
No abstract available....
L. R. Bohman
1984, Water-Resources Investigations Report 84-4323
A study to determine the impact of two alternative construction plans for proposed interchange between the existing Interstate Highway 26 and Interstate Highway 526 in the Filbin Creek drainage basin near North Charleston, South Carolina was performed by the U.S. Geological Survey, in cooperation with the South Carolina Department of...
R.D. Burnett
1984, Water-Resources Investigations Report 84-4249
Since 1974 water levels in the alluvial aquifer of the North Fork Solomon River Valley in north-central Kansas have decreased due to increases in ground-water pumpage, decreases in availability of surface water for irrigation, and below-average precipitation. A finite-element model was developed in cooperation with the U.S. Bureau of Reclamation...
J.T. Adamik
1984, Water-Resources Investigations Report 84-4235
A statewide observation-well program was designed for Maine. Three networks were designed to provide reliable data to describe the effects of natural and manmade stress on water levels in the State. They are a climatic-effects network, a terrain-effects network, and a local-effects network. Review of the 32 observation wells in...
R.C. Christensen, D. W. Stephens, G. E. Pyper, H.F. McCormack, J. F. Weigel
1984, Water-Resources Investigations Report 84-4011
Water of good quality from mountain streams is degraded as it moves through urban areas to the Jordan River in Salt Lake County, Utah. The impact of urban runoff and atmospheric deposition on the quality of water in those streams and in storm conduits and canals functioning as storm drains...
Glenn W. Kapple, Hugh T. Mitten, Timothy J. Durbin, Michael J. Johnson
1984, Water-Resources Investigations Report 83-4280
A two-dimensional, finite-element, digital model was developed for the Carmel Valley alluvial ground-water basin using measured, computed, and estimated discharge and recharge data for the basin. Discharge data included evapotranspiration by phreatophytes and agricultural, municipal, and domestic pumpage. Recharge data included river leakage, tributary runoff, and pumping return flow. Recharge...
D. J. Ackerman, F. E. Rush
1984, Water-Resources Investigations Report 84-4133
The San Miguel River Basin encompasses 4,130 square kilometers of which about two-thirds is in the southeastern part of the Paradox Basin. The Paradox Basin is a part of the Colorado Plateaus that is underlain by a thick sequence of evaporite beds of Pennsylvanian age. The rock units that underlie...
A.W. Burns
1984, Water-Resources Investigations Report 84-4010
An artificial-recharge experiment was conducted near Proctor, Colorado in which a computed 620 acre-feet were pumped from a well during a 4-month period. A computed 420 acre-feet were delivered at the potential reservoir site, and the remaining 200 acre-feet leaked from the pipeline. No pond was created due to the...
T. M. Crouch, Doug Cain, P.O. Abbott, R.D. Penley, R. T. Hurr
1984, Water-Resources Investigations Report 82-4114
Water used for agriculture and stock and municipal supplies in the upper Arkansas River basin is derived mostly from the Arkansas River and its tributaries. The flow regime of the river has been altered by increased reservoir capacities and importation of 69,200 acre-feet per year from the Colorado River drainage...
M. R. Cannon
1984, Water-Resources Investigations Report 84-4181
The Circle West coal tracts in McCone County, Montana, contain about 460 million tons of recoverable coal reserves. Estimates of coal reserves for the tract are based predominantly on the S coal bed, which averages about 16 ft in thickness. About 175 million tons, or 38%, of the recoverable coal...
J. C. Blodgett, R.N. Oltmann, K.R. Poeschel
1984, Water-Resources Investigations Report 84-4058
Daily mean and monthly discharges were estimated for 10 sites on the Carson and Truckee Rivers for periods of incomplete records and for tributary sites affected by reservoir regulation. On the basis of the hydrologic characteristics, stream-flow data for a water year were grouped by month or season for subsequent...
W. P. Carey, Andrew Simon
1984, Water-Resources Investigations Report 84-4218
Simulation of upland-soil erosion by the Precipitation-Runoff Modeling System currently requires the user to estimate two rainfall detachment parameters and three hydraulic detachmment paramenters. One rainfall detachment parameter can be estimated from rainfall simulator tests. A reformulation of the rainfall detachment equation allows the second parameter to be computed directly....
Freeman L. Andrews, Terry L. Schertz, Raymond M. Slade Jr., Jack Rawson
1984, Water-Resources Investigations Report 84-4124
Analyses of samples collected from Barton Springs at approximately weekly Intervals and from Barton Creek and five wells in the Austin area during selected storm-runoff periods generally show that recharge during storm runoff resulted in significant temporal and area! variations in the quality of ground water in the recharge zone...
W.P. Bartlett, B. E. Krejmas, R.I. Mayo, S. W. Wandle
1984, Water-Resources Investigations Report 83-4130
The Ohio Department of Transportation proposes to relocate an 8-mile segment of State Route 151 between Bowerston and Scio, Harrison County, Ohio. About 3.1 miles of this relocated highway will be within the flood plain of Conotton Creek or its tributaries. Water-surface profiles of the 100-year flood along Conotton Creek...
S.H. Hoffard, V.F. Pearce, Gary D. Tasker, W.H. Doyle
1984, Water-Resources Investigations Report 84-4127
Results are documented of a study of the cost effectiveness of the stream-gaging program in northeastern California. Data uses and funding sources were identified for the 127 continuous stream gages currently being operated in the study area. One stream gage was found to have insufficient data use to warrant cooperative...
S. J. Deverel, R. J. Gilliom, Roger Fujii, J. A. Izbicki, J. C. Fields
1984, Water-Resources Investigations Report 84-4319
No abstract available....
J. E. Terry, E. E. Morris, Jim C. Petersen, M.E. Darling
1984, Water-Resources Investigations Report 83-4092
A water-quality assessment was made of Illinois River, Muddy Fork, Spring Creek, and Osage Creek in northwest Arkansas. Data were collected to calibrate and verify steady-state digital, stream, water-quality models. The models were then used to simulate changes in instream diel-minimum dissolved-oxygen resulting from changes in nutrient loading. The city...
D. W. Risser, P. A. Davis, J. A. Baldwin, D. P. McaAda
1984, Water-Resources Investigations Report 84-4255
The transmissivity of the Jackpile sandstone bed in the Brushy Basin Shale Member of the Morrison Formation, west-central New Mexico, was determined to be 24 sq ft/day at well M2 and 47 sq ft/day at well M3 from constant-discharge aquifer tests conducted at the Jackpile-Paguate Uranium Mine. The storage coefficient...
L. E. Cary
1984, Water-Resources Investigations Report 84-4178
The U.S. Geological Survey 's precipitation-runoff modeling system was tested using 2 year 's data for the daily mode and 17 storms for the storm mode from a basin in southeastern Montana. Two hydrologic response unit delineations were studied. The more complex delineation did not provide superior results. In this...
Frank M. Alexander, Lee A. Keck, Lewis G. Conn, Stanley J. Wentz
1984, Water-Resources Investigations Report 84-4074
A state-wide water use survey was conducted of all public water suppliers and large, self-supplied industries in Tennessee. This report contains a summation of the data received from 463 public-water suppliers and 129 self-supplied water users. Analysis of the study results and findings indicate that many communities in Tennessee do...
J.E. Reed, M. S. Bedinger, J. B. Gonthier
1984, Water-Resources Investigations Report 83-4120-A