{"pageNumber":"213","pageRowStart":"5300","pageSize":"25","recordCount":6233,"records":[{"id":28640,"text":"wri834260 - 1984 - Potential effects of surface coal mining on the hydrology of the Corral Creek area, Hanging Woman Creek coal field, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri834260","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4260","title":"Potential effects of surface coal mining on the hydrology of the Corral Creek area, Hanging Woman Creek coal field, southeastern Montana","docAbstract":"The Corral Creek area of the Hanging Woman Creek coal field, 9 miles east of the Decker coal mines near the Tongue River, contains large reserves of Federal coal that have been identified for potential lease sale. A hydrologic study was conducted in the area to describe existing hydrologic systems and to study assess potential impacts of surface coal mining on local water resources. Hydrogeologic data collected indicate that aquifers are coal and sandstone beds within the Tongue River Member of the Fort Union Formation (Paleocene age) and sand and gravel in valley alluvium (Pleistocene and Holocene age). Surface-water resources are limited to a few spring-fed stock ponds in the higher parts of the area and the intermittent flow of Corral Creek near the mouth. Most of the stock ponds in the area become dry by midsummer. Mining of the Anderson coal bed would remove three stock wells and would lower the potentiometric surface within the coal and sandstone aquifers. The alluvial aquifer beneath Corral Creek and South Fork would be removed. Although mining would alter the existing hydrologic systems and remove several shallow wells, alternative ground-water supplies are available that could be developed to replace those lost by mining. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834260","usgsCitation":"McClymonds, N.E., 1984, Potential effects of surface coal mining on the hydrology of the Corral Creek area, Hanging Woman Creek coal field, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4260, v, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834260.","productDescription":"v, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123241,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4260/report-thumb.jpg"},{"id":57475,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4260/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a628f","contributors":{"authors":[{"text":"McClymonds, N. E.","contributorId":94653,"corporation":false,"usgs":true,"family":"McClymonds","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200159,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28695,"text":"wri844042 - 1984 - Digital simulation of the regional effects of subsurface injection of liquid waste near Pensacola, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844042","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4042","title":"Digital simulation of the regional effects of subsurface injection of liquid waste near Pensacola, Florida","docAbstract":"Industrial, organic, liquid waste has been injected into a part of the lower limestone of the Floridan aquifer at one site since 1963 and at another site since 1975, raising water levels in the injection zone throughout a large region. The hydrogeologic conceptual model of the injection zone is a layer tightly confined above by a thick layer of clay and in which lateral hydraulic conductivity decreases rapidly below the upper 60 feet. Recharge areas are to the north and east, where the confining layer pinches out. There appear to be permeability barriers to the northwest, west, and southwest due to facies changes, faults, or pinchouts. Measured and reconstructed preinjection water levels suggested that flow in the aquifer is from the northern recharge areas toward the southeast. A steady-state model simulation incorporating the cited boundary assumptions approximately simulated this pattern. A two-dimensional flow model and the subsurface waste injection program (SWIP) were calibrated to simulate the water level increases at various monitor wells since 1963. Sensitivity analyses showed the simulations to be quite sensitive to moderate errors in either transmissivity or storage parameter specifications. The predictive use of the hydraulic model is understood to be restricted to the geographical locations of data used for model calibration. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844042","usgsCitation":"Merritt, M.L., 1984, Digital simulation of the regional effects of subsurface injection of liquid waste near Pensacola, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4042, vi, 73 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844042.","productDescription":"vi, 73 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4042/report-thumb.jpg"},{"id":57537,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4042/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a884","contributors":{"authors":[{"text":"Merritt, M. L.","contributorId":47401,"corporation":false,"usgs":true,"family":"Merritt","given":"M.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200246,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26959,"text":"wri844141 - 1984 - Sediment Transport in the Lower Yampa River, Northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:10:08","indexId":"wri844141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4141","title":"Sediment Transport in the Lower Yampa River, Northwestern Colorado","docAbstract":"Discharge measurements and sediment samples were taken at streamflow-gaging station 09260050 Yampa River at Deerlodge Park in 1982 and 1983 to determine the annual sediment supply to the Yampa Canyon in Dinosaur National Monument. Forty-three years of discharge records at two tributary sites were combined to determine the historic discharge of the Yampa River at Deerlodge Park. A mean annual hydrograph and flow-duration curve were derived from these data. Sediment-transport equations were derived for total sediment discharge, suspended-sediment discharge, bedload dischagre, and the discharge of sediment in several particle-sizes. Annual sediment discharge were determined by the flow-duration, sediment-rating-curve method and indicated annual total sediment discharge was approximately 2.0 million tons per year of which 0.8 million tons per year was sand-sized material. Bedload was almost entirely sand, and annual bedload discharge was 0.1 million tons per year. Development of water resources in the Yampa River basin could effect the geomorphic character of the Yampa River at Deerlodge Park and the Yampa Canyon. Several scenarios of altered streamflow frequency distribution, reduced streamflow volume, and reduced sediment supply are examined to estimate the effect on the sediment budget at Deerlodge Park. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/wri844141","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Elliott, J.G., Kircher, J.E., and Von Guerard, P., 1984, Sediment Transport in the Lower Yampa River, Northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4141, vi, 44 p., https://doi.org/10.3133/wri844141.","productDescription":"vi, 44 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":157748,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4141/report-thumb.jpg"},{"id":55846,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109,40 ], [ -109,42 ], [ -106.5,42 ], [ -106.5,40 ], [ -109,40 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc1d6","contributors":{"authors":[{"text":"Elliott, John G. jelliott@usgs.gov","contributorId":832,"corporation":false,"usgs":true,"family":"Elliott","given":"John","email":"jelliott@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":197318,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kircher, James E. jkircher@usgs.gov","contributorId":248,"corporation":false,"usgs":true,"family":"Kircher","given":"James","email":"jkircher@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":197317,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Von Guerard, Paul","contributorId":40620,"corporation":false,"usgs":true,"family":"Von Guerard","given":"Paul","affiliations":[],"preferred":false,"id":197319,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28728,"text":"wri844242 - 1984 - Oregon ground-water quality and its relation to hydrogeologic factors — A statistical approach","interactions":[],"lastModifiedDate":"2022-01-04T19:41:38.50013","indexId":"wri844242","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4242","title":"Oregon ground-water quality and its relation to hydrogeologic factors — A statistical approach","docAbstract":"<p>An appraisal of Oregon ground-water quality was made using existing data accessible through the U.S. Geological Survey computer system. The data available for about 1,000 sites were separated by aquifer units and hydrologic units. Selected statistical moments were described for 19 constituents including major ions. About 96 percent of all sites in the data base were sampled only once. The sample data were classified by aquifer unit and hydrologic unit and analysis of variance was run to determine if significant differences exist between the units within each of these two classifications for the same 19 constituents on which statistical moments were determined. Results of the analysis of variance indicated both classification variables performed about the same, but aquifer unit did provide more separation for some constituents. Samples from the Rogue River basin were classified by location within the flow system and type of flow system. The samples were then analyzed using analysis of variance on 14 constituents to determine if there were significant differences between subsets classified by flow path. Results of this analysis were not definitive, but classification as to the type of flow system did indicate potential for segregating water-quality data into distinct subsets.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844242","usgsCitation":"Miller, T.L., and Gonthier, J.B., 1984, Oregon ground-water quality and its relation to hydrogeologic factors — A statistical approach: U.S. Geological Survey Water-Resources Investigations Report 84-4242, vii, 88 p., https://doi.org/10.3133/wri844242.","productDescription":"vii, 88 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":393870,"rank":3,"type":{"id":36,"text":"NGMDB Index 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,{"id":26383,"text":"wri824049 - 1984 - Flow routing in the Susquehanna River basin: Part V – Flow-routing models for the West Branch Susquehanna River basin, Pennsylvania","interactions":[],"lastModifiedDate":"2022-01-04T20:02:21.811502","indexId":"wri824049","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4049","title":"Flow routing in the Susquehanna River basin: Part V – Flow-routing models for the West Branch Susquehanna River basin, Pennsylvania","docAbstract":"<p>Digital-computer, daily-flow routing models were developed for four consecutive reaches of the West Branch Susquehanna River between Curwensville and Lewisburg, Pennsylvania. These models will enable water-resources managers to evaluate efficiently the effect of present and future water-resources developments on streamflows at six locations along the West Branch Susquehanna River. The models utilize a unit-response, convolution technique of flowrouting based on diffusion analogy and multilinearization. Estimates of streamflow from the intervening areas of each reach, wave celerity, and wave-dispersion coefficients are the model parameters. These were adjusted until simulated outflow hydrographs and flow statistics adequately approximated those for observed flow data. The overall accuracy of the models is considered good. Average, absolute, daily flow errors between observed and simulated flows ranged from 8.82 to 13.70 percent for the periods that were evaluated. Volume errors for the same periods were between -0.01 and 1.61 percent. Estimates of the 7-day, 10-year low flows for simulated conditions were within 5 percent of those computed for observed flows. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824049","usgsCitation":"Brua, S.A., 1984, Flow routing in the Susquehanna River basin: Part V – Flow-routing models for the West Branch Susquehanna River basin, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 82-4049, v, 42 p., https://doi.org/10.3133/wri824049.","productDescription":"v, 42 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":119099,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4049/report-thumb.jpg"},{"id":55172,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4049/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393872,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35573.htm"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Susquehanna River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.881,\n              40.6720\n            ],\n            [\n              -76.4,\n              40.6720\n            ],\n            [\n              -76.4,\n              41.717\n            ],\n            [\n              -78.881,\n              41.717\n            ],\n            [\n              -78.881,\n              40.6720\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de832","contributors":{"authors":[{"text":"Brua, S. A.","contributorId":53844,"corporation":false,"usgs":true,"family":"Brua","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196291,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11330,"text":"ofr83539 - 1984 - Aquifer-test data and borehole flow test results from monitoring well 16P52 at the South Trend development area number 1, McKinley County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:06:25","indexId":"ofr83539","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"83-539","title":"Aquifer-test data and borehole flow test results from monitoring well 16P52 at the South Trend development area number 1, McKinley County, New Mexico","docAbstract":"Mobil Oil Corporation personnel have designated at least four sandstone intervals, A-D (top to bottom), on the single-point resistivity logs of wells drilled in the South Trend Development Area. This report presents time-drawdown data reported by Mobil Oil Corporation from singly (A or B or C or D sandstone interval) and multiply (A, B, C, and D sandstone Intervals) completed wells for the August 16-17, 1982 aquifer test at the South Trend Development Area Site 1. This report also describes the results of flowmeter and brine-injection tests by the U.S. Geological Survey in monitoring well 16P52. Well 16P52 is open to sandstone intervals A, B, C, and D. \r\n\r\nOn July 26, 1982, water was injected at a rate of 1.43 cubic feet per minute above the A sandstone interval in well 16P52. Based on flowmeter data, the calculated rates of flow were 1.23 cubic feet per minute between the A and B sandstone intervals, 0.63 cubic foot per minute between the B and C sandstone intervals, and less than 0.17 cubic foot per minute between the C and D sandstone intervals. \r\n\r\nBased upon brine-slug-injection tests conducted during August 1982, the calculated flow rates between sandstone intervals A and B are as follows: 0.01 cubic foot per minute upward flow (B to A) about 5 hours after pumping began for the aquifer test; 0.004 cubic foot per minute upward flow (B to A) about 21 hours after pumping began; and 0.0 cubic foot per minute about 46 hours after the pump was turned off. All other brine-slug-injection tests measured no flow.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83539","usgsCitation":"Stevens, K., 1984, Aquifer-test data and borehole flow test results from monitoring well 16P52 at the South Trend development area number 1, McKinley County, New Mexico: U.S. Geological Survey Open-File Report 83-539, iv, 37 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83539.","productDescription":"iv, 37 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":143122,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0539/report-thumb.jpg"},{"id":39139,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0539/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679e99","contributors":{"authors":[{"text":"Stevens, Ken","contributorId":101264,"corporation":false,"usgs":true,"family":"Stevens","given":"Ken","email":"","affiliations":[],"preferred":false,"id":162945,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11324,"text":"ofr84471 - 1984 - Irrigation data from Chase, Dundy, and Perkins Counties, southwestern Nebraska, 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:06:28","indexId":"ofr84471","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-471","title":"Irrigation data from Chase, Dundy, and Perkins Counties, southwestern Nebraska, 1983","docAbstract":"This report summarizes data collected by the U.S. Geological Survey in Chase, Dundy, and Perkins Counties, southwest Nebraska. It includes data collected from 52 randomly selected wells that were monitored during the 1983 irrigation season to obtain measurements of discharge and the rate of energy consumption. The data were collected as part of a study to better define the relationship between pumpage and return flow from applied water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84471","usgsCitation":"Stephens, D., Heimes, F., and Luckey, R.R., 1984, Irrigation data from Chase, Dundy, and Perkins Counties, southwestern Nebraska, 1983: U.S. Geological Survey Open-File Report 84-471, iii, 39 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr84471.","productDescription":"iii, 39 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":144053,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0471/report-thumb.jpg"},{"id":39136,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0471/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6354f5","contributors":{"authors":[{"text":"Stephens, D.M.","contributorId":42970,"corporation":false,"usgs":true,"family":"Stephens","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":162936,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Heimes, F.J.","contributorId":60654,"corporation":false,"usgs":true,"family":"Heimes","given":"F.J.","affiliations":[],"preferred":false,"id":162937,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":162938,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29262,"text":"wri844064 - 1984 - Analysis of the effects of proposed pumping from the principal artesian aquifer, Savannah, Georgia area","interactions":[],"lastModifiedDate":"2019-08-05T09:44:03","indexId":"wri844064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4064","title":"Analysis of the effects of proposed pumping from the principal artesian aquifer, Savannah, Georgia area","docAbstract":"A two-dimensional finite-difference model of the principal artesian aquifer in the Savannah, Georgia, area, originally developed by Counts and Krause (1976), has been expanded and refined. The model was updated and the grid redesigned to provide more current and accurate detail for ground-water resources management alternatives. Improvements in the definition of the flow system were made possible by the acquisition of additional data in the area and by recently completed regional models that include the area. The model was initially calibrated by using the estimated predevelopment potentiometric surface of 1880. The flow system under predevelopment conditions was sluggish and only 100 cubic feet per second (65 million gallons per day) flowed through the model area. It was then tested for acceptance by using the May 1980 potentiometric surface and corresponding pumping stress of approximately 85 million gallons per day in the Savannah, Georgia-Hilton Head Island, South Carolina, area. The flow through the system under 1980 conditions was about 390 cubic feet per second (250 million gallons per day) and the vertical inflow from the overlying surficial aquifer more than doubled due to formerly rejected recharge that now flows vertically into the aquifer. Calibration was accurate + or - 10 feet. The absolute error per node was 3.4 feet. A hypothetical 25-percent increase in pumpage over the entire area was used to represent a gradual growth in commercial and municipal pumpage over the next 20 to 30 years. The increase produced a maximum decline of 30 feet below the existing water level of 135 feet below sea level at the center of the cone of depression in Savannah, and a 5-foot decline at a radius of 20 miles from the center of the cone of depression. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri844064","usgsCitation":"Randolph, R., and Krause, R., 1984, Analysis of the effects of proposed pumping from the principal artesian aquifer, Savannah, Georgia area: U.S. Geological Survey Water-Resources Investigations Report 84-4064, Report: v, 26 p.; 5 Plates: 15.00 x 20.35 inches or smaller, https://doi.org/10.3133/wri844064.","productDescription":"Report: v, 26 p.; 5 Plates: 15.00 x 20.35 inches or smaller","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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,{"id":10163,"text":"ofr84733 - 1984 - Velocity profile, water-surface slope, and bed-material size for selected streams in Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:29","indexId":"ofr84733","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-733","title":"Velocity profile, water-surface slope, and bed-material size for selected streams in Colorado","docAbstract":"Existing methods for determining the mean velocity in a vertical sampling section do not address the conditions present in high-gradient, shallow-depth streams common to mountainous regions such as Colorado. The report presents velocity-profile data that were collected for 11 streamflow-gaging stations in Colorado using both a standard Price type AA current meter and a prototype Price Model PAA current meter. Computational results are compiled that will enable mean velocities calculated from measurements by the two current meters to be compared with each other and with existing methods for determining mean velocity. Water-surface slope, bed-material size, and flow-characteristic data for the 11 sites studied also are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84733","usgsCitation":"Marchand, J., Jarrett, R., and Jones, L., 1984, Velocity profile, water-surface slope, and bed-material size for selected streams in Colorado: U.S. Geological Survey Open-File Report 84-733, iv, 80 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84733.","productDescription":"iv, 80 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":144117,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0733/report-thumb.jpg"},{"id":38016,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0733/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db6022e1","contributors":{"authors":[{"text":"Marchand, J.P.","contributorId":75152,"corporation":false,"usgs":true,"family":"Marchand","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":160916,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":160915,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jones, L.L.","contributorId":83930,"corporation":false,"usgs":true,"family":"Jones","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":160917,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28956,"text":"wri844063 - 1984 - Streamflow characteristics of the Yellowstone River basin, Montana, through September 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844063","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4063","title":"Streamflow characteristics of the Yellowstone River basin, Montana, through September 1982","docAbstract":"Statistical summaries of streamflow data for selected stream-gaging sites are presented in this report to aid in appraising streamflow in the Yellowstone River basin. Streamflow records are presented for 71 gaging stations for the period of record. Streamflow record collection in the Yellowstone River basin began in 1889. For each gaging station selected for this report, a brief description is given for station location, drainage area, period of record, revisions of previously published records, type and history of gages, regulation and diversions, average discharge, and extremes of discharge. This information is followed by tables of monthly and annual flow statistics, flood-frequency data, low-flow and high-flow frequency data, and flow-duration data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844063","usgsCitation":"Omang, R.J., 1984, Streamflow characteristics of the Yellowstone River basin, Montana, through September 1982: U.S. Geological Survey Water-Resources Investigations Report 84-4063, iii, 78 p. :map ;28 cm., https://doi.org/10.3133/wri844063.","productDescription":"iii, 78 p. :map ;28 cm.","costCenters":[],"links":[{"id":158528,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4063/report-thumb.jpg"},{"id":57831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4063/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e80","contributors":{"authors":[{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200682,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28978,"text":"wri834251 - 1984 - A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri834251","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4251","title":"A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships","docAbstract":"The two-dimensional finite-difference model for simulation of groundwater flow was modified to enable simulation of surface-water/groundwater interactions during periods of low streamflow. Changes were made to the program code in order to calculate surface-water heads for, and flow either to or from, contiguous surface-water bodies; and to allow for more convenient data input. Methods of data input and output were modified and entries (RSORT and HDRIVER) were added to the COEF and CHECKI subroutines to calculate surface-water heads. A new subroutine CALC was added to the program which initiates surface-water calculations. If CALC is not specified as a simulation option, the program runs the original version. The subroutines which solve the ground-water flow equations were not changed. Recharge, evapotranspiration, surface-water inflow, number of wells, pumping rate, and pumping duration can be varied for any time period. The Manning formula was used to relate stream depth and discharge in surface-water streams. Interactions between surface water and ground water are represented by the leakage term in the ground-water flow and surface-water mass balance equations. Documentation includes a flow chart, data deck instructions, input data, output summary, and program listing. Numerical results from the modified program are in good agreement with published analytical results. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834251","usgsCitation":"Ozbilgin, M., and Dickerman, D., 1984, A modification of the finite-difference model for simulation of two dimensional ground-water flow to include surface-ground water relationships: U.S. Geological Survey Water-Resources Investigations Report 83-4251, iv, 98 p. :ill. ;28 cm., https://doi.org/10.3133/wri834251.","productDescription":"iv, 98 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119760,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4251/report-thumb.jpg"},{"id":57850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4251/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adebf","contributors":{"authors":[{"text":"Ozbilgin, M.M.","contributorId":76789,"corporation":false,"usgs":true,"family":"Ozbilgin","given":"M.M.","email":"","affiliations":[],"preferred":false,"id":200723,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dickerman, D.C.","contributorId":48601,"corporation":false,"usgs":true,"family":"Dickerman","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":200722,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":55179,"text":"wdrHI832 - 1984 - Water resources data for Hawaii and other Pacific areas, water year 1983: Volume 2. Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, and American Samoa","interactions":[],"lastModifiedDate":"2025-12-11T17:03:31.710338","indexId":"wdrHI832","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"HI-83-2","title":"Water resources data for Hawaii and other Pacific areas, water year 1983: Volume 2. Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, and American Samoa","docAbstract":"<p>Volume 2 of water resources data for the 1983 water year for other Pacific areas consists of records of stage, discharge, and water quality of streams and springs; stage of a lake and a reservoir; and water levels and water quality in wells. This report contains discharge records for 37 gaging stations; stage only record for 2 gaging stations; water quality for 9 gaging stations; 12 partial-record stations; water temperature for 36 gaging stations; and water levels for 30 observation wells and water quality for 78 ground-water sites. Also included are 43 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating Governments and Federal agencies in other Pacific areas.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI832","collaboration":"Prepared in cooperation with the Governments of Guam, Northern Mariana Islands, Federated States of Micronesia, Palau, American Samoa, and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Water resources data for Hawaii and other Pacific areas, water year 1983: Volume 2. 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,{"id":55626,"text":"wdrMARI821 - 1984 - Water resources data, Massachusetts and Rhode Island, water year 1982","interactions":[],"lastModifiedDate":"2025-09-24T20:51:07.454327","indexId":"wdrMARI821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MA-RI-82-1","title":"Water resources data, Massachusetts and Rhode Island, water year 1982","docAbstract":"<p>Water-resources data for the 1982 water year for Massachusetts and Rhode Island consist of records of stage, discharge, and water quality of streams; contents of lakes and reservoirs; and ground-water levels. This report contains discharge records for 97 gaging stations, monthend contents for 30 lakes and reservoirs, water quality for 10 gaging stations, and water levels for 107 observation wells. Also included are data for 3 low-flow and 18 crest-stage partial-record stations. Additional water data were collected at various sites, not part of the systematic data-collection program, and are published as miscellaneous measurements. A few pertinent stations (not included above) in bordering States are also included in this report. These data represent that portion of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Massachusetts and Rhode Island.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMARI821","collaboration":"This report was prepared in cooperation with the States of Massachusetts and Rhode Island and with other agencies","usgsCitation":"Gadoury, R.A., Girouard, G., and Letty, D., 1984, Water resources data, Massachusetts and Rhode Island, water year 1982: U.S. Geological Survey Water Data Report MA-RI-82-1, vii, 237 p., https://doi.org/10.3133/wdrMARI821.","productDescription":"vii, 237 p.","costCenters":[],"links":[{"id":174499,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1982/mari-82-1/report-thumb.jpg"},{"id":496059,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1982/mari-82-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Massachusetts, Rhode Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -73.50297488831188,\n              42.97016577848564\n            ],\n            [\n              -73.50297488831188,\n              41.11994266161375\n            ],\n            [\n              -69.8918541821574,\n              41.11994266161375\n            ],\n            [\n              -69.8918541821574,\n              42.97016577848564\n            ],\n            [\n              -73.50297488831188,\n              42.97016577848564\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f123c","contributors":{"authors":[{"text":"Gadoury, R. A.","contributorId":26334,"corporation":false,"usgs":true,"family":"Gadoury","given":"R.","middleInitial":"A.","affiliations":[],"preferred":false,"id":253848,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Girouard, G.G.","contributorId":88017,"corporation":false,"usgs":true,"family":"Girouard","given":"G.G.","affiliations":[],"preferred":false,"id":253850,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Letty, D.F.","contributorId":36996,"corporation":false,"usgs":true,"family":"Letty","given":"D.F.","affiliations":[],"preferred":false,"id":253849,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":55178,"text":"wdrHI831 - 1984 - Water resources data for Hawaii and other Pacific areas, water year 1983: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2025-12-02T16:24:08.295975","indexId":"wdrHI831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"HI-83-1","title":"Water resources data for Hawaii and other Pacific areas, water year 1983: Volume 1. Hawaii","docAbstract":"<p>Water resources data for the 1983 water year for Hawaii and other Pacific Areas consist of records of stage, discharge, and water quality of streams and springs; and water levels and water quality in wells. This report, volume 1, contains discharge records for 97 gaging stations; water quality for 13 gaging stations, 92 partial-record flow stations, and 159 wells; and water levels for 24 observation wells. Also included are 108 crest-stage partial-record stations and 24 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI831","collaboration":"Prepared in cooperation with the State of Hawaii Department of Land and Natural Resources, Division of Water and Land Development and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Water resources data for Hawaii and other Pacific areas, water year 1983: Volume 1. 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,{"id":57305,"text":"wdrCA824 - 1984 - Water Resources Data for California Water Year 1982, Volume 4. Northern California Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line","interactions":[],"lastModifiedDate":"2012-06-20T01:01:36","indexId":"wdrCA824","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-82-4","title":"Water Resources Data for California Water Year 1982, Volume 4. Northern California Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line","docAbstract":"Water-resources data for the 1982 water year for California consists of records of stage, discharge, and water quality of streams; stage and contents in lakes and reservoirs; and water levels and water quality in wells. Volume 4 contains discharge records for 163 gaging stations; stage and contents for 27 lakes and reservoirs; precipitation data for 2 stations; water quality for 7 stations; and water levels for 54 observation wells, Also included are 4 crest-stage partial-record stations and 4 low-flow partial-record stations. Additional wator data are collected at various sites, not part of the systematic data collection program, and are published as special investigations. These data represent that part of the National Water Data System operated by the u.s. Geological Survey and cooperating State and Federal agencies in California.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrCA824","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies","usgsCitation":"Fogelman, R.P., Mullen, J., Shelton, W., and Simpson, R., 1984, Water Resources Data for California Water Year 1982, Volume 4. Northern California Valley Basins and the Great Basin from Honey Lake Basin to Oregon State Line (Legacy Report): U.S. Geological Survey Water Data Report CA-82-4, xiii, 319 p., https://doi.org/10.3133/wdrCA824.","productDescription":"xiii, 319 p.","temporalStart":"1981-10-01","temporalEnd":"1982-09-30","costCenters":[{"id":631,"text":"Water Resources Division-California District","active":false,"usgs":true}],"links":[{"id":257675,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_82_4.jpg"},{"id":180850,"rank":0,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1982/ca-82/WDR-1982-vol4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Northern California Valley Basins;Great Basin;Honey Lake Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.4,32.5 ], [ -124.4,42 ], [ -114.13333333333334,42 ], [ -114.13333333333334,32.5 ], [ -124.4,32.5 ] ] ] } } ] }","edition":"Legacy Report","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbdb1","contributors":{"authors":[{"text":"Fogelman, R. P.","contributorId":96688,"corporation":false,"usgs":true,"family":"Fogelman","given":"R.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":256650,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mullen, J.R.","contributorId":92683,"corporation":false,"usgs":true,"family":"Mullen","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":256649,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shelton, W.F.","contributorId":48241,"corporation":false,"usgs":true,"family":"Shelton","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":256648,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Simpson, R.G.","contributorId":16016,"corporation":false,"usgs":true,"family":"Simpson","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":256647,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":55695,"text":"wdrMI831 - 1984 - Water resources data, Michigan, water year 1983","interactions":[],"lastModifiedDate":"2017-08-10T14:40:49","indexId":"wdrMI831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MI-83-1","title":"Water resources data, Michigan, water year 1983","docAbstract":"<p>Water resources data for the 1983 water year for Michigan consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water temperature of ground water. This report contains discharge records for 143 gaging stations; stage only records for 3 gaging stations; stage and contents for 5 lakes and reservoirs; water quality for 33 continuous-record stations; and water levels for 53 observation wells. Also included are 74 crest-stage partial-record stations and 8 low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data-collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Michigan.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMI831","collaboration":"Prepared in cooperation with the State of Michigan and with other agencies","usgsCitation":"Miller, J.B., Oberg, J., and Sieger, T., 1984, Water resources data, Michigan, water year 1983: U.S. Geological Survey Water Data Report MI-83-1, ix, 289 p., https://doi.org/10.3133/wdrMI831.","productDescription":"ix, 289 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":344732,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1983/mi-83-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1983/mi-83-1/report-thumb.jpg"}],"country":"United 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B.","contributorId":70423,"corporation":false,"usgs":true,"family":"Miller","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":254032,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oberg, J.L.","contributorId":54669,"corporation":false,"usgs":true,"family":"Oberg","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":254031,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sieger, T.","contributorId":42293,"corporation":false,"usgs":true,"family":"Sieger","given":"T.","affiliations":[],"preferred":false,"id":254030,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":59341,"text":"mf1568B - 1984 - Aeromagnetic map of the Fossil Springs Roadless Area, Yavapai, Gila, and Coconino counties, Arizona","interactions":[],"lastModifiedDate":"2016-08-22T10:25:00","indexId":"mf1568B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1568","chapter":"B","title":"Aeromagnetic map of the Fossil Springs Roadless Area, Yavapai, Gila, and Coconino counties, Arizona","docAbstract":"<p>The aeromagnetic map of the Fossil Springs Roadless Area was compiled from data collected in 1980 by Airmag Surveys, Inc., for the U.S. Geological Survey. Total magnetic intensity measurements were made along east-west flight lines about 0.5 mi apart and flown at an average altitude of 1,000 ft above the ground surface. A regional magnetic field (the International Geomagnetic Reference Field, 1975, updated to months flown) was removed from the data and a constant of 50,800 gammas was added to the adjusted total field intensity values.</p>\n<p>The roadless area includes the upper part of Fossil Creek and its northeastern tributaries in Sandrock Canyon and Calf Pen Canyon. The extremely rugged canyon of Fossil Creek is in several places more than 1,500 ft deep. Elevation of the canyon floor ranges from 4,600 ft near the mouth of Calf Pen Canyon to 3,500 ft at the southwest end of the area. Peaks and ridges on the uplands bordering the canyons range in elevation from 5,300 ft west of Fossil Springs to 6,900 ft in the northeastern part of the area. Maximum topographic relief along these uplands is less than 200 ft.</p>\n<p>The Fossil Springs Roadless Area is underlain by more than 3,000 ft of Paleozoic rocks consisting mostly of sandstone, shale, dolomite, and limestone. West of Fossil Springs and along most of the border of the area, these rocks are generally overlain by late Tertiary volcanic rocks, mainly basaltic lavas and pyroclastic deposits. Quaternary alluvial, colluvial, landslide, and travertine deposits overlie large parts of the country rock in the canyons. In the southwestern part of the area, the volcanic rocks are more than 2,000 ft thick. Along the northwest and northeast margins, these rocks are 300-400 ft thick.</p>\n<p>The prevailing dip of the Paleozoic strata is low to the north or northeast. The dominant homoclinal structure is interrupted by several fault blocks, in which the strata dip westward or southward. All the faults are high-angle normal faults and have displacements commonly ranging from about 50 to 400 ft. Although fault relations are obscure within the volcanic sequence, many faults seem to displace the volcanic rocks less than the underlying Paleozoic rocks. The volcanic rocks, which rest unconformably on the Paleozoic strata, are flat lying in the northern part of the map area, but west of Fossil Springs they dip gently southwestward. The ancestral Mogollon Rim, a north-northwest-trending escarpment of Paleozoic rocks now concealed by Tertiary volcanic rocks lies near Fossil Springs (Twenter, 1962).</p>\n<p>The magnetic anomalies and patterns on the aeromagnetic map reflect variations of magnetization in the underlying rocks. Basaltic rocks contain moderate amounts of magnetic minerals, mainly magnetite, and possess strong intensities of magnetization. The more silicic volcanic rocks have much lower magnetization intensities. Sedimentary rocks contain little or no magnetite and are virtually nonmagnetic.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1568B","usgsCitation":"Davis, W.E., and Weir, G.W., 1984, Aeromagnetic map of the Fossil Springs Roadless Area, Yavapai, Gila, and Coconino counties, Arizona: U.S. Geological Survey Miscellaneous Field Studies Map 1568, Plate: 43.52 x 29.85 inches, https://doi.org/10.3133/mf1568B.","productDescription":"Plate: 43.52 x 29.85 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":326367,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1568B.JPG"},{"id":327211,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1568-B/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"0","country":"United States","state":"Arizona","county":"Coconino County, Gila County, Yavapai County","otherGeospatial":"Fossil Springs Roadless Area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.66666666666667,34.3675 ], [ -111.66666666666667,34.5 ], [ -111.45083333333334,34.5 ], [ -111.45083333333334,34.3675 ], [ -111.66666666666667,34.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6966c3","contributors":{"authors":[{"text":"Davis, W. E.","contributorId":100844,"corporation":false,"usgs":true,"family":"Davis","given":"W.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":261819,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weir, G. W.","contributorId":107290,"corporation":false,"usgs":true,"family":"Weir","given":"G.","middleInitial":"W.","affiliations":[],"preferred":false,"id":261820,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57243,"text":"wdrWV831 - 1984 - Water resources data, West Virginia, water year 1983","interactions":[],"lastModifiedDate":"2023-03-06T20:20:48.143685","indexId":"wdrWV831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WV-83-1","title":"Water resources data, West Virginia, water year 1983","docAbstract":"<p>Water resources data for the 1983 water year for West Virginia consist of records of stage, discharge, and water quality of streams and springs, and water levels of ground water. This report contains discharge records for 83 gaging stations; stage only records for 15 gaging stations; contents for 1 reservoir; change in contents for 1 reservoir; water quality for 27 gaging stations; and water levels for 31 observation wells. Also included are 2 crest-stage partial-record stations and 1 low-flow partial record station. Locations of these sites are shown on figures 2 and 3. Additional water data were collected at various sites, not involved in the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in West Virginia.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWV831","collaboration":"Prepared in cooperation with the State of West Virginia and with other agencies","usgsCitation":"Embree, W., Friel, E., Taylor, F., and Ehlke, T.A., 1984, Water resources data, West Virginia, water year 1983: U.S. Geological Survey Water Data Report WV-83-1, ix, 234 p., https://doi.org/10.3133/wdrWV831.","productDescription":"ix, 234 p.","costCenters":[],"links":[{"id":413734,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1983/wv-83-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184204,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1983/wv-83-1/report-thumb.jpg"}],"country":"United States","state":"West 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,{"id":57304,"text":"wdrCA822 - 1984 - Water Resources Data for California, Water Year 1982, Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","interactions":[],"lastModifiedDate":"2012-06-20T01:01:36","indexId":"wdrCA822","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"CA-82-2","title":"Water Resources Data for California, Water Year 1982, Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley","docAbstract":"Water resources data for the 1982 water year for California consists of records of stage, discharge, and water quality of streams; stage and contents in lakes and reservoirs; and water levels and water quality in wells. Volume 2 contains discharge records for 153 gaging stations; stage and contents for 12 lakes and. reservoirs; water quality for 19 stations; water levels for 73 observation wells. Also included are 1 low-flow partial-record station and 13 water-quality partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in California.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrCA822","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies","usgsCitation":"Markham, K., Piro, V., Shelton, W., and Weston, M., 1984, Water Resources Data for California, Water Year 1982, Volume 2. Pacific Slope Basins from Arroyo Grande to Oregon State Line except Central Valley (Legacy Report): U.S. Geological Survey Water Data Report CA-82-2, xii, 407 p., https://doi.org/10.3133/wdrCA822.","productDescription":"xii, 407 p.","temporalStart":"1981-10-01","temporalEnd":"1982-09-30","costCenters":[{"id":631,"text":"Water Resources Division-California District","active":false,"usgs":true}],"links":[{"id":257687,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_CA_82_2.jpg"},{"id":180849,"rank":0,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1982/ca-82/WDR-1982-vol2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Pacific Slope Basins;Arroyo Grande","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.4,32.5 ], [ -124.4,42 ], [ -114.13333333333334,42 ], [ -114.13333333333334,32.5 ], [ -124.4,32.5 ] ] ] } } ] }","edition":"Legacy Report","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc411","contributors":{"authors":[{"text":"Markham, K.L.","contributorId":14041,"corporation":false,"usgs":true,"family":"Markham","given":"K.L.","email":"","affiliations":[],"preferred":false,"id":256643,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Piro, V.","contributorId":53883,"corporation":false,"usgs":true,"family":"Piro","given":"V.","email":"","affiliations":[],"preferred":false,"id":256645,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shelton, W.F.","contributorId":48241,"corporation":false,"usgs":true,"family":"Shelton","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":256644,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Weston, M.W. Jr.","contributorId":72249,"corporation":false,"usgs":true,"family":"Weston","given":"M.W.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":256646,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":36536,"text":"fwsobs82_10_72 - 1984 - Habitat Suitability Index Models and Instream Flow Suitability Curves: Spotted bass","interactions":[],"lastModifiedDate":"2016-09-16T11:08:00","indexId":"fwsobs82_10_72","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.72","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models and Instream Flow Suitability Curves: Spotted bass","docAbstract":"The Habitat Suitability Index (HSI) models presented in this publication aid in identifying habitat variable important to the growth and survival of spotted bass (Micropterus punctulatus). Facts, ideas, and concepts obtained from the research literature and expert reviews are synthesized and presented in a format that can be used for impact assessment. The models are hypotheses of species-habitat relationships, and model users should recognize that the degree of veracity of the HSI model, SI graphs, and assumptions will vary according to geographical area and the extent of the data base for individual variables.\r\n\r\nA brief discussion of selected Suitability Index (SI) curves as used in the Instream Flow Incremental Methodology (IFIM), and a discussion of SI curves available for the IFIM analysis of Spotted bass habitat are also included.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"McMahon, T., Gebhart, G., Maughan, O.E., and Nelson, P.C., 1984, Habitat Suitability Index Models and Instream Flow Suitability Curves: Spotted bass: FWS/OBS 82/10.72, vi, 41 p.","productDescription":"vi, 41 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":166089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":8299,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://archive.usgs.gov/archive/sites/www.nwrc.usgs.gov/wdb/pub/hsi/hsi-072.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db641e55","contributors":{"authors":[{"text":"McMahon, Thomas E.","contributorId":93548,"corporation":false,"usgs":true,"family":"McMahon","given":"Thomas E.","affiliations":[],"preferred":false,"id":216493,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gebhart, Glen","contributorId":52237,"corporation":false,"usgs":true,"family":"Gebhart","given":"Glen","email":"","affiliations":[],"preferred":false,"id":216491,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Maughan, O. Eugene","contributorId":43006,"corporation":false,"usgs":true,"family":"Maughan","given":"O.","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":216490,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Nelson, Patrick C.","contributorId":68799,"corporation":false,"usgs":true,"family":"Nelson","given":"Patrick","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":216492,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":57289,"text":"wdrPA832 - 1984 - Water resources data, Pennsylvania, water year 1983. Volume 2: Susquehanna and Potomac River basins","interactions":[],"lastModifiedDate":"2024-07-26T22:40:01.358273","indexId":"wdrPA832","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-83-2","title":"Water resources data, Pennsylvania, water year 1983. Volume 2: Susquehanna and Potomac River basins","docAbstract":"<p>Water resources data for the 1983 water year for Pennsylvania consist of records of discharge and water quality of streams; contents of lakes and reservoirs; and water levels, and water quality of ground-water wells. This volume contains records for water discharge at 84 stations; contents at 13 lakes and reservoirs, water quality at 18 gaging stations; and water levels at 26 network observation wells. Also included are data for 12 crest-stage, 98 low flow, and 3 water-quality, and 85 ground water-quality partial-record stations. Locations of these sites are shown on figures 7-10. Additional water data were collected at various sites not involved in-the systematic data-collection program and are published as miscellaneous measurements and analysis. These data together with the data in Volumes 1 and 3 represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrPA832","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources, the U.S. Army Corps of Engineers, Baltimore District, The Susquehanna River Basin Commission, and with other State, municipal, and Federal agencies","usgsCitation":"Buchanan, J., Loper, W., Schaffstall, W., and Hainly, R., 1984, Water resources data, Pennsylvania, water year 1983. 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,{"id":47190,"text":"ofr8452 - 1984 - Flow characteristics of the Snake River and water budget for the Snake River plain, Idaho and eastern Oregon","interactions":[{"subject":{"id":47190,"text":"ofr8452 - 1984 - Flow characteristics of the Snake River and water budget for the Snake River plain, Idaho and eastern Oregon","indexId":"ofr8452","publicationYear":"1984","noYear":false,"title":"Flow characteristics of the Snake River and water budget for the Snake River plain, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":68263,"text":"ha680 - 1986 - Flow characteristics of the Snake River and water budget for the Snake River Plain, Idaho and eastern Oregon","indexId":"ha680","publicationYear":"1986","noYear":false,"title":"Flow characteristics of the Snake River and water budget for the Snake River Plain, Idaho and eastern Oregon"},"id":1}],"supersededBy":{"id":68263,"text":"ha680 - 1986 - Flow characteristics of the Snake River and water budget for the Snake River Plain, Idaho and eastern Oregon","indexId":"ha680","publicationYear":"1986","noYear":false,"title":"Flow characteristics of the Snake River and water budget for the Snake River Plain, Idaho and eastern Oregon"},"lastModifiedDate":"2022-04-27T18:12:32.179177","indexId":"ofr8452","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-52","title":"Flow characteristics of the Snake River and water budget for the Snake River plain, Idaho and eastern Oregon","docAbstract":"<p>This report is one in a series resulting from the U.S. Geological Survey's Snake River Plain Rasa (Regional Aquifer System Analysis) study that was initiation in October 1979.&nbsp;</p><p>Purposes of the RASA study were to (1) refine knowledge of the regional ground-water flow system, (2) determine effects of conjunctive use of ground water and surface water, and (3) describe water chemistry. This purpose of this report is to describe flow characteristics of the Snake River and tributaries and to develop a water budget for the Snake River Plain. Data and interpretation in this report will be used in development of ground-water flow models.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8452","usgsCitation":"Kjelstrom, L., 1984, Flow characteristics of the Snake River and water budget for the Snake River plain, Idaho and eastern Oregon: U.S. Geological Survey Open-File Report 84-52, 2 Plates: 50.67 x 38.09 inches and 41.32 x 30.24 inches, https://doi.org/10.3133/ofr8452.","productDescription":"2 Plates: 50.67 x 38.09 inches and 41.32 x 30.24 inches","costCenters":[],"links":[{"id":399778,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0052/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399777,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0052/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":135235,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0052/report-thumb.jpg"}],"scale":"500000","country":"United States","state":"Idaho, Oregon","otherGeospatial":"Snake River plain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.1142578125,\n              44.5278427984555\n            ],\n            [\n              -117.46582031249999,\n              44.276671273775186\n            ],\n            [\n              -117.57568359374999,\n              43.77109381775651\n            ],\n            [\n              -116.8505859375,\n              43.27720532212024\n            ],\n            [\n              -116.4111328125,\n              42.924251753870685\n            ],\n            [\n              -115.29052734375,\n              42.4234565179383\n            ],\n            [\n              -114.2578125,\n              42.342305278572816\n            ],\n            [\n              -112.8955078125,\n              42.61779143282346\n            ],\n            [\n              -112.4560546875,\n              43.197167282501276\n            ],\n            [\n              -111.7529296875,\n              43.644025847699496\n            ],\n            [\n              -111.4892578125,\n              44.213709909702054\n            ],\n            [\n              -111.4892578125,\n              44.32384807250689\n            ],\n            [\n              -111.884765625,\n              44.74673324024678\n            ],\n            [\n              -112.52197265625,\n              44.62175409623324\n            ],\n            [\n              -112.8515625,\n              44.276671273775186\n            ],\n            [\n              -113.64257812499999,\n              43.51668853502906\n            ],\n            [\n              -114.12597656249999,\n              43.51668853502906\n            ],\n            [\n              -114.9169921875,\n              43.56447158721811\n            ],\n            [\n              -115.3564453125,\n              43.59630591596548\n            ],\n            [\n              -115.90576171874999,\n              43.67581809328341\n            ],\n            [\n              -116.1474609375,\n              44.10336537791152\n            ],\n            [\n              -116.03759765625,\n              44.37098696297173\n            ],\n            [\n              -116.3232421875,\n              44.824708282300236\n            ],\n            [\n              -116.71874999999999,\n              44.74673324024678\n            ],\n            [\n              -117.1142578125,\n              44.5278427984555\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5defef","contributors":{"authors":[{"text":"Kjelstrom, L.C.","contributorId":89104,"corporation":false,"usgs":true,"family":"Kjelstrom","given":"L.C.","email":"","affiliations":[],"preferred":false,"id":234796,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":46865,"text":"ofr8451 - 1984 - Geohydrologic framework of the Snake River plain, Idaho and eastern Oregon","interactions":[{"subject":{"id":46865,"text":"ofr8451 - 1984 - Geohydrologic framework of the Snake River plain, Idaho and eastern Oregon","indexId":"ofr8451","publicationYear":"1984","noYear":false,"title":"Geohydrologic framework of the Snake River plain, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":67933,"text":"ha681 - 1986 - Geohydrologic framework of the Snake River Plain, Idaho and eastern Oregon","indexId":"ha681","publicationYear":"1986","noYear":false,"title":"Geohydrologic framework of the Snake River Plain, Idaho and eastern Oregon"},"id":1}],"supersededBy":{"id":67933,"text":"ha681 - 1986 - Geohydrologic framework of the Snake River Plain, Idaho and eastern Oregon","indexId":"ha681","publicationYear":"1986","noYear":false,"title":"Geohydrologic framework of the Snake River Plain, Idaho and eastern Oregon"},"lastModifiedDate":"2022-04-21T20:46:02.999936","indexId":"ofr8451","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-51","title":"Geohydrologic framework of the Snake River plain, Idaho and eastern Oregon","docAbstract":"<p>This report is one in a series resulting from the U.S. Geological Survey's Snake River Plain RASA (Regional Aquifer System Analysis) study that was initiated in October 1979.&nbsp;</p><p>As stated by Lindholm (1981), the purpose of the study was to (1) refine knowledge of the regional ground-water flow system, (2) determine effects of conjunctive use of ground and surface water, and (3) describe water chemistry.</p><p>The purpose of this report is to summarize knowledge concerning the geohydrologic framework of the Snake River Plain. Definition of the framework is based on preexisting geologic and hydrologic data and new date collected during this study.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8451","usgsCitation":"Whitehead, R., 1984, Geohydrologic framework of the Snake River plain, Idaho and eastern Oregon: U.S. Geological Survey Open-File Report 84-51, 3 Plates: 44:45 x 28.07 inches or smaller, https://doi.org/10.3133/ofr8451.","productDescription":"3 Plates: 44:45 x 28.07 inches or smaller","costCenters":[],"links":[{"id":172258,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0051/report-thumb.jpg"},{"id":399460,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399459,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0051/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399458,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0051/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Idaho, Oregon","otherGeospatial":"Snake River plain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.1142578125,\n              44.5278427984555\n            ],\n            [\n              -117.46582031249999,\n              44.276671273775186\n            ],\n            [\n              -117.57568359374999,\n              43.77109381775651\n            ],\n            [\n              -116.8505859375,\n              43.27720532212024\n            ],\n            [\n              -116.4111328125,\n              42.924251753870685\n            ],\n            [\n              -115.29052734375,\n              42.4234565179383\n            ],\n            [\n              -114.2578125,\n              42.342305278572816\n            ],\n            [\n              -112.8955078125,\n              42.61779143282346\n            ],\n            [\n              -112.4560546875,\n              43.197167282501276\n            ],\n            [\n              -111.7529296875,\n              43.644025847699496\n            ],\n            [\n              -111.4892578125,\n              44.213709909702054\n            ],\n            [\n              -111.4892578125,\n              44.32384807250689\n            ],\n            [\n              -111.884765625,\n              44.74673324024678\n            ],\n            [\n              -112.52197265625,\n              44.62175409623324\n            ],\n            [\n              -112.8515625,\n              44.276671273775186\n            ],\n            [\n              -113.64257812499999,\n              43.51668853502906\n            ],\n            [\n              -114.12597656249999,\n              43.51668853502906\n            ],\n            [\n              -114.9169921875,\n              43.56447158721811\n            ],\n            [\n              -115.3564453125,\n              43.59630591596548\n            ],\n            [\n              -115.90576171874999,\n              43.67581809328341\n            ],\n            [\n              -116.1474609375,\n              44.10336537791152\n            ],\n            [\n              -116.03759765625,\n              44.37098696297173\n            ],\n            [\n              -116.3232421875,\n              44.824708282300236\n            ],\n            [\n              -116.71874999999999,\n              44.74673324024678\n            ],\n            [\n              -117.1142578125,\n              44.5278427984555\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8e6e","contributors":{"authors":[{"text":"Whitehead, R.L.","contributorId":34891,"corporation":false,"usgs":true,"family":"Whitehead","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":234225,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38513,"text":"pp1342 - 1984 - The evolution of the southern California uplift, 1955 through 1976","interactions":[],"lastModifiedDate":"2017-04-25T15:11:50","indexId":"pp1342","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1342","title":"The evolution of the southern California uplift, 1955 through 1976","docAbstract":"<p>The southern California uplift culminated in 1974 as a 150- km-wide crustal swell that extended about 600 km eastward and east-southeastward from Point Arguello to the Colorado River and Salton Sea, respectively; it was characterized by remarkably uniform height changes between 1959 and 1974 of 0.30-0.35 m over at least half of its 60,000-70,000 km<sup>2</sup> area. At its zenith, the uplift included virtually the entire Transverse Ranges geologic province and parts of the Coast Ranges, San Joaquin Valley, Sierra Nevada, Basin and Range, Mojave Desert, Peninsular Ranges, and Salton Trough provinces. The alinement of the western part of the uplift closely paralleled the east-trending Transverse Ranges, whereas the southern flank of the eastern lobe roughly coincided with the west-northwest-trending San Andreas fault. The position and configuration of the uplift associate it with a singularly complex section of the boundary between the North American and Pacific plates that has certainly sustained major modification during the past 5 million years and probably during the past 1 million years. </p><p>Surface deformation can be categorized as tectonic or nontectonic. Nontectonic vertical displacements associated with the activities of man have overwhelmed natural compaction and areally significant soil expansion in the southern California area. Because tectonic displacements are implicitly defined as those that cannot be otherwise explained, those vertical movements that can be reasonably attributed to artificial processes have been subtracted from our reconstructed configurations of the uplift. Hence this reconstruction has necessarily included the assembly and evaluation of an enormous volume of data on oil-field operations, changes in ground-water levels, and measured subsidence (or rebound) associated with changes in the underground fluid regimen. </p><p>Measured changes in height at various stages in the evolution of the uplift have been based chiefly on first-order levelings carried out between 1953 and 1976. Exceptions to this generalization consist largely of the results of pre-1953 surveys through the western Transverse Ranges and the eastern Mojave Desert. Errors in measured height differences derive from blunders, systematic survey errors, random survey errors, improperly formulated orthometric corrections, and intrasurvey movement; the last of these has created the most serious problems encountered in our reconstruction of the basic data. A variety of independent tests indicate that survey error associated with the utilized levelings was generally small and fell largely within the predicted random-error range. Moreover, the redundancy and coherence displayed by the entire data set provide convincing evidence of survey accuracy and the virtual absence of height- and slope-dependent error in particular. </p><p>Our reconstructions of the changing configuration of the uplift derive chiefly from comparisons among sequentially developed observed elevations along the same route. Most of the observed elevations from which the vertical displacements were computed have been reconstructed with respect to bench mark Tidal 8, San Pedro, as invariant in height. Because the San Pedro tide station has been characterized by a history of modest relative uplift, vertical displacements referred to this station are biased slightly toward the appearance of subsidence. Where the observed elevations cannot be conveniently tied to Tidal 8, they have been referred to secondary control points whose history with respect to Tidal 8 can be independently established. Each of the lines of observed elevation changes provides, accordingly, a section athwart or along the axis of the uplift from which the changes in the configuration of the uplift can be roughly generalized. Because relatively few surveys were run in 1955, which we choose as a representative temporal datum, we have commonly incorporated the results of earlier or of somewhat later levelings as the equivalents of 1955 surveys. Although this procedure introduces a certain subjectivity, the probable equivalence between the results of these earlier or later surveys with those that would have been obtained had this leveling been carried out in 1955, usually can be independently tested. Wherever the calculated vertical displacements are based on comparisons between the results of levelings over different routes, the observed elevations have been orthometrically corrected to agree with those that would have been produced had each of these surveys been along the same route. </p><p>The growth of the southern California uplift consisted of two well-defined spasms of positive movement, the second of which was closely followed by partial collapse. Our reconstruction, although it clearly errs in detail, indicates that the uplift, together with marginal and apparently ephemeral tectonic subsidence, nucleated in the west-central Transverse Ranges near Ozena, sometime between the spring of 1959 and the spring of 1960. The uplift expanded rapidly eastward (and probably westward as well), and by the fall of 1961 much of the Transverse Ranges and the Mojave Desert at least as far east as Twentynine Palms had risen by as much as 0.25 m. Between 1962 and 1972 the area included by the initially developed (1959-61) uplift sustained additional but clearly decelerating uplift accompanied locally by oscillatory displacements. Between 1972/ 73 and 1974 a second crustal spasm extended the uplift eastward to the Colorado River and elevated much of the eastern Mojave Desert by values that equaled or exceeded those developed within the western lobe. Between 1974 and 1976, at least the central part of the uplift sustained partial collapse that nowhere amounted to less than 50 percent of the cumulative uplift since 1959. Whether this collapse affected the entire uplift is conjectural, but we now recognize well-defined evidence of major down-to-the-north tilting that must have occurred within the eastern part of the uplift at some time between 1974 and 1976. </p><p>Accumulating evidence indicates that nearly all the area included with the southern California uplift underwent similar uplift and partial collapse during the early part of the 20th century. Thus we infer that the recent uplift represents but a single event in an ongoing, more or less cyclic deformational process characterized by a period of about 50 years. Even though less than two full cycles are expressed in the geodetic&nbsp;record, the cumulative rate of uplift near the center of the recent uplift probably has averaged about 5 mm/yr, a value that is roughly consistent with the uplift rates that have been deduced for the late Quaternary emergent marine terraces along the south flank of the Transverse Ranges. </p><p>Although the evolution of the recent uplift is relatively well defined, its correlation with the regional seismicity is poorly defined. A comparison between the occurrence of southern California earthquakes of magnitude ≥4 during the period 1932 to 1976 with the 1974 configuration of the uplift demonstrates the existence of (1) relatively aseismic areas within the western lobe of the uplift (in the western Transverse Ranges), in the central part of the uplift (in the western Mojave Desert), and along an east-trending zone that extends into the eastern Mojave athwart the south flank of the uplift (north of the Salton Sea) and (2) localized concentrations of seismic activity along the flanks of the uplift. Moreover, 9 of the 10 largest earthquakes recorded within or around the area of the southern California uplift during the period 1932 to 1976 (the 1933 Long Beach, the 1941 Santa Barbara, the 1946 Walker Pass, the 1947 Manix, the 1948 Desert Hot Springs, and the four major 1952 Kern County shocks) occurred before the inception of the uplift in 1959 or 1960. </p><p>The area embraced by the southern California uplift has been identified with geodetically defined horizontal strain, part of which may have accumulated as a major north-south contractional event that roughly coincided with the first spasm of uplift. Nonetheless, continuing contractional strain associated with regionally developed partial collapse argues that the uplift cannot be fully explained simply as the vertical expression of continuing north-south compression. Consideration of the two well-defined historical episodes of uplift and partial collapse indicate that the southern California uplift may be the product of decoupling and viscous flow beneath the seismogenic zone, presumably driven by continuing motion between the irregularly margined plates south of the great bend of the San Andreas fault. Because the magnitude of the maximum uplift associated with each episode was approximately the same, there may be some threshold value above which collapse (viscous flow) may ensue; the absence of total collapse may be a function of precollapse strain hardening within the postulated subseismogenic viscoelastic layer.</p>","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/pp1342","usgsCitation":"Castle, R.O., Elliot, M.R., Church, J.P., and Wood, S.H., 1984, The evolution of the southern California uplift, 1955 through 1976: U.S. Geological Survey Professional Paper 1342, Report: vii, 136 p.; 16 Plates: 48 x 50.5 inches or less, https://doi.org/10.3133/pp1342.","productDescription":"Report: vii, 136 p.; 16 Plates: 48 x 50.5 inches or less","costCenters":[],"links":[{"id":65240,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1342/plate-07.pdf","text":"Plate 7","size":"973.46 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,{"id":45980,"text":"ofr84705 - 1984 - Low-Flow Characteristics of Kentucky Streams, 1984","interactions":[],"lastModifiedDate":"2012-02-10T00:10:09","indexId":"ofr84705","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-705","title":"Low-Flow Characteristics of Kentucky Streams, 1984","docAbstract":"INTRODUCTION\r\n\r\nThe U. S. Geologlcal Survey has been gathering low-flow data on streams throughout Kentucky for many years. This report presents low-flow characteristics at gaged and ungaged sites where the flow is not significantly regulated. Data on avai1able streamflow during low-flow periods are used for the design of plants that dispose of waste using di1ution procedures, to estimate avai1able industrial and municipal water supplies, to estimate irrigation supplies, and in the design of recreational faci1ities.\r\n\r\nThis preliminary report presents low-flow data at 84 continuous-record sites and the 7-day 2-year and 7-day 10-year flow only at 203 partial-record sites. The station identifier, 7-day 10-year dlscharge in cubic feet per second (ft3/s), and the drainage area in square mi1es (mi2 ) are shown on the map. Other data are shown in tabular form. Low-flow characteristics previously published by Swisshelm (1974) and Sullavan (1980) have been combined and included in this report for reference purposes.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr84705","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Sullavan, J.N., 1984, Low-Flow Characteristics of Kentucky Streams, 1984: U.S. Geological Survey Open-File Report 84-705, 2 p., 1 Map, https://doi.org/10.3133/ofr84705.","productDescription":"2 p., 1 Map","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":162256,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0705/report-thumb.jpg"},{"id":82958,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0705/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -90,36.5 ], [ -90,39 ], [ -82,39 ], [ -82,36.5 ], [ -90,36.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64b026","contributors":{"authors":[{"text":"Sullavan, John N.","contributorId":70448,"corporation":false,"usgs":true,"family":"Sullavan","given":"John","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":232396,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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