The aeromagnetic map of the Charlotte 1 x 2 degree quadrangle was assembled by 6 individual detailed aeromagnetic surveys flown between 1956 and 1976 (see index map). The International Geomagnetic Reference Field had been subtracted from the data prior to assembly. An arbitrary common datum was selected and the surveys were recontoured at the joins. The 100 gamma contour was selected because it shows the magnetic contrast to best advantage. To complement the magnetic data a gravity survey was conducted by the U.S. Geological Survey and this data is available in a companion map (Wilson and Daniels, in press). Each of these maps has been interpreted in relation to the other and to the geologic map prepared as part of the same program (Goldsmith and others, 1978). It should be noted that the geophysics has had a measurable influence on some of the geologic mapping.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80229","usgsCitation":"Daniels, D.L., and Zietz, I., 1980, Preliminary aeromagnetic map of the Charlotte 1 x 2 degree quadrangle, North Carolina, South Carolina: U.S. Geological Survey Open-File Report 80-229, 1 Plate: 41.01 x 25.23 inches, https://doi.org/10.3133/ofr80229.","productDescription":"1 Plate: 41.01 x 25.23 inches","costCenters":[],"links":[{"id":401658,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75228.htm","linkFileType":{"id":5,"text":"html"}},{"id":399928,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0229/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169783,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0229/report-thumb.jpg"}],"scale":"250000","country":"United States","state":"North Carolina, South Carolina","otherGeospatial":"Charlotte quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -82,35 ], [ -82,36 ], [ -80,36 ], [ -80,35 ], [ -82,35 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acbe4b07f02db67e38b","contributors":{"authors":[{"text":"Daniels, David L. 0000-0003-0599-8036 dave@usgs.gov","orcid":"https://orcid.org/0000-0003-0599-8036","contributorId":1792,"corporation":false,"usgs":true,"family":"Daniels","given":"David","email":"dave@usgs.gov","middleInitial":"L.","affiliations":[{"id":243,"text":"Eastern Geology and Paleoclimate Science Center","active":true,"usgs":true}],"preferred":true,"id":237597,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zietz, Isidore","contributorId":76708,"corporation":false,"usgs":true,"family":"Zietz","given":"Isidore","affiliations":[],"preferred":false,"id":237598,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":23714,"text":"ofr801020 - 1980 - Thermal springs in the Payette River basin, west-central Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:12","indexId":"ofr801020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1020","title":"Thermal springs in the Payette River basin, west-central Idaho","docAbstract":"The Payette River basin, characterized by steep, rugged mountains and narrow river valleys, occupies an area of about 3 ,300 square miles in west-central Idaho. Predominant rock types in the basin include granitic rocks of the Idaho batholith and basalt flows of the Columbia River Basalt Group. Waters from thermal springs in the basin, temperatures of which range from 34 to 86 degrees Celsius, are sodium bicarbonate types and are slightly alkaline. Dissolved-solids concentrations range from 173 to 470 milligrams per liter. Reservoir temperatures determined from the sodium-potassium-calcium and silicic acid-corrected silica geothermometers range from 53 to 143 degrees Celsius. Tritium, present in concentrations between 0 and 2 tritium units, indicate sampled thermal waters are at least 100 years old and possibly more than 1,000 years old. Stable isotope data indicate it is unlikely any of the nonthermal waters sampled are representative of precipitation that recharges the thermal springs in the basin. Thermal springs discharged about 5,700 acre-feet of water in 1979. Associated convective heat flux is 1.1x10 to the 7th power calories per second. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;","doi":"10.3133/ofr801020","issn":"0094-9140","usgsCitation":"Lewis, R., and Young, H., 1980, Thermal springs in the Payette River basin, west-central Idaho (WRI/OFR): U.S. Geological Survey Open-File Report 80-1020, iii, 28 p. ill. ;26 cm., https://doi.org/10.3133/ofr801020.","productDescription":"iii, 28 p. ill. ;26 cm.","costCenters":[],"links":[{"id":156937,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1020/report-thumb.jpg"},{"id":52958,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1020/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":52959,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1020/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":52960,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a55e4b07f02db62c6d7","contributors":{"authors":[{"text":"Lewis, R.E.","contributorId":31735,"corporation":false,"usgs":true,"family":"Lewis","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":190591,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":190592,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27028,"text":"wri8059 - 1980 - A water-quality monitoring network for Vallecitos Valley, Alameda County, California","interactions":[],"lastModifiedDate":"2017-12-05T14:52:02","indexId":"wri8059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-59","title":"A water-quality monitoring network for Vallecitos Valley, Alameda County, California","docAbstract":"A water-quality monitoring network is proposed to detect the presence of and trace the movement of radioisotopes in the hydrologic system in the vicinity of the Vallecitos Nuclear Center. The source of the radioisotopes is treated industrial wastewater from the Vallecitos Nuclear Center that is discharged into an unnamed tributary of Vallecitos Creek. The effluent infiltrates the alluvium along the stream course, percolates downward to the water table, and mixes with the native ground water in the subsurface. The average daily discharge of effluent to the hydrologic system in 1978 was about 100,000 gallons.
In Vallecitos Valley, the Livermore Gravel and the overlying alluvium constitute the ground-water reservoir. There is no subsurface inflow from adjacent ground-water basins. Ground-water flow in the Vallecitos subbasin is toward the southwest.
The proposed network consists of four surface-water sampling sites and six wells to sample the ground-water system. Samples collected monthly at each site and analyzed for tritium and for alpha, beta, and gamma radiation would provide adequate data for monitoring.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8059","collaboration":"Prepared in cooperation with the California Regional Water Quality Control Board San Francisco Bay Region","usgsCitation":"Farrar, C.D., 1980, A water-quality monitoring network for Vallecitos Valley, Alameda County, California: U.S. Geological Survey Water-Resources Investigations Report 80-59, iv, 22 p., https://doi.org/10.3133/wri8059.","productDescription":"iv, 22 p.","costCenters":[],"links":[{"id":349702,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0059/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158573,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0059/report-thumb.jpg"}],"country":"United States","state":"California","county":"Alameda County","otherGeospatial":"Vallecitos Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.86,\n 37.59\n ],\n [\n -121.8,\n 37.59\n ],\n [\n -121.8,\n 37.63\n ],\n [\n -121.86,\n 37.63\n ],\n [\n -121.86,\n 37.59\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f8f","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":197435,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27465,"text":"wri8068 - 1980 - The effects of highway construction on sediment discharge into Blockhouse Creek and Steam Valley Run, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T10:01:38","indexId":"wri8068","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-68","title":"The effects of highway construction on sediment discharge into Blockhouse Creek and Steam Valley Run, Pennsylvania","docAbstract":"From October 1972 through September 1977, the effects of highway construction in the 38 square mile Blockhouse Creek basin were studied. Water discharge, suspended-sediment discharge, and stream-temperature data were collected at four stations in the basin. The 5-year period included 1 year before construction, 2 years during construction, and 2 years after construction. The effects of stream relocation and sediment-control methods used in the highway construction were also investigated.
\nDuring the period of data collection, about 35,500 tons of suspended sediment was transported by Blockhouse Creek and Steam Valley Run. The data indicate that 9,100 tons was introduced to the stream from construction areas. The normal sediment yield for the two basins was determined to be 80 tons per square mile per year. Most of the sediment was transported by the streams during high flows and probably passed through Blockhouse Creek, as little deposition was observed below the construction area. Stream temperature seemed to be relatively unaffected by the stream relocations and diversions.
\nStream relocation and diversion methods were successful in limiting the amount of sediment discharged by the new channels. Physical sediment-control methods limited sediment discharge during baseflow periods and small storms. Coarse sediments especially were controlled by these methods. The most effective method of sediment control was limiting the amount of time that the construction-area soils were exposed. (USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8068","collaboration":"Prepared in collaboration with the Pennsylvania Department of Transporation","usgsCitation":"Hainly, R.A., 1980, The effects of highway construction on sediment discharge into Blockhouse Creek and Steam Valley Run, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 80-68, v, 50 p., https://doi.org/10.3133/wri8068.","productDescription":"v, 50 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":157962,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/WRI8068.jpg"},{"id":320773,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0068/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Blockhouse Creek, Steam Valley Run","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.18994140625,\n 41.37371702731337\n ],\n [\n -77.18994140625,\n 41.65752323108278\n ],\n [\n -76.96128845214842,\n 41.65752323108278\n ],\n [\n -76.96128845214842,\n 41.37371702731337\n ],\n [\n -77.18994140625,\n 41.37371702731337\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a45c","contributors":{"authors":[{"text":"Hainly, Robert A. rahainly@usgs.gov","contributorId":1679,"corporation":false,"usgs":true,"family":"Hainly","given":"Robert","email":"rahainly@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":198165,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27632,"text":"wri80111 - 1980 - Evaluating methods for determining water use in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming, 1979","interactions":[],"lastModifiedDate":"2017-09-20T16:58:14","indexId":"wri80111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-111","title":"Evaluating methods for determining water use in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming, 1979","docAbstract":"The volume and areal distribution of ground-water withdrawals (pumpage) for irrigation during 1980 are required for the High Plains Regional Aquifer-System Analysis. In 1979, approaches and instrumentation that might be suitable for application to 1980 water-use determinations were tested. Pumpage was sampled by monitoring time of operation and discharge of irrigation wells during the growing season. The total volume pumped during the irrigation season was compared to the crop type and acreage irrigated. This comparison provided a means of extending sampled pumpage information to unmonitored areas using irrigated cropland maps. A transient-time flowmeter and a vibration-sensitive timing device proved to be reliable in providing discharge and time of operation information, respectively. Statistical analysis of comparisons between pumpage and irrigated cropland indicated that significant differences existed in the amounts of water applied between flood and sprinkler irrigation systems. However, statistical analyses of differences in amounts of water applied for different crop types and for selected climatic factors were inconclusive. A variety of approaches were tested to develop the irrigated cropland maps needed to extend sampled pumpage data. Of the methods tested, only Landsat data proved to be effective for application to an area as large as the High Plains. The results obtained in the 1979 evaluation of instrumentation and pumpage sampling approaches have been used to formulate a strategy for monitoring irrigation water use in the High Plains in 1980. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri80111","usgsCitation":"Heimes, F.J., and Luckey, R.R., 1980, Evaluating methods for determining water use in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming, 1979: U.S. Geological Survey Water-Resources Investigations Report 80-111, v, 118 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri80111.","productDescription":"v, 118 p. :ill., maps ;26 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":158786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0111/report-thumb.jpg"},{"id":266241,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0111/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696e89","contributors":{"authors":[{"text":"Heimes, Frederick J.","contributorId":20787,"corporation":false,"usgs":true,"family":"Heimes","given":"Frederick","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198446,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luckey, Richard R.","contributorId":17980,"corporation":false,"usgs":true,"family":"Luckey","given":"Richard","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198445,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":22339,"text":"ofr801197 - 1980 - Study plan for the regional aquifer-system analysis of alluvial basins in south-central Arizona and adjacent states","interactions":[],"lastModifiedDate":"2022-04-26T22:35:43.105676","indexId":"ofr801197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1197","title":"Study plan for the regional aquifer-system analysis of alluvial basins in south-central Arizona and adjacent states","docAbstract":"The alluvial basins in the Southwestern United States constitute a major source of ground water and are relied upon extensively for agricultural, industrial, and public water supplies. Large-scale depletion of ground water is directly related to pumping that has occurred in the past few decades and is continuing today. The U.S. Geological Survey has started a 4-year study of the alluvial basins in south-central Arizona and parts of California, Nevada, and New Mexico. The study is designed to document and describe the hydrologic setting in the basins, the ground-water resources available, and the effects of historical development on the ground-water system. To aid in the study, mathematical models of selected basins will be developed for appraising the local and regional flow systems.
Major tasks necessary to accomplish the study objectives include accumulating existing data on ground-water quantity and quality, entering the data into a computer file, identifying data deficiencies, and developing a program to remedy the deficiencies by collection of additional data. The approach to the study will be to develop and calibrate models of selected basins for which sufficient data exist and then to develop interpretation-transfer techniques whereby general predevelopment and postdevelopment conceptual models of the hydrologic system in other basins may be synthesized. The results will be applied to selected basins for testing, calibration, and modification. The end result of the project will be a better definition of the hydrologic parameters and a better understanding of the workings of the hydrologic system in the alluvial basins. The results will include models that can be used to study the effects of management alternatives and water-resources development on the hydrologic system.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801197","issn":"0094-9140","usgsCitation":"Anderson, T.W., 1980, Study plan for the regional aquifer-system analysis of alluvial basins in south-central Arizona and adjacent states: U.S. Geological Survey Open-File Report 80-1197, iv, 22 p., https://doi.org/10.3133/ofr801197.","productDescription":"iv, 22 p.","costCenters":[],"links":[{"id":399715,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1197/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153606,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1197/report-thumb.jpg"}],"country":"United States","state":"Arizona","otherGeospatial":"south-central Arizona","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114.85107421875,\n 31.259769987394286\n ],\n [\n -109.09423828125,\n 31.259769987394286\n ],\n [\n -109.09423828125,\n 36.2265501474709\n ],\n [\n -114.85107421875,\n 36.2265501474709\n ],\n [\n -114.85107421875,\n 31.259769987394286\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ca1","contributors":{"authors":[{"text":"Anderson, T. W.","contributorId":105686,"corporation":false,"usgs":true,"family":"Anderson","given":"T.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":188068,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24681,"text":"ofr80774 - 1980 - Ground-water resources investigation in the Amran Valley, Yeman Arab Republic","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"ofr80774","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-774","title":"Ground-water resources investigation in the Amran Valley, Yeman Arab Republic","docAbstract":"A program of hydrologic studies and exploratory drilling was conducted intermittently between 1974 and 1978 to evaluate the water-bearing properties of the unconsolidated alluvial sediments and associated rocks in the semi-arid Amran Valley basin, an 800-square-kilometer area in north-central Yemen Arab Republic. Inventory data from 395 wells were compiled, observation well and rain-gage networks were established and 16 standard complete chemical analyses were made for samples from selected wells. The water resources of the area were overexploited. The chemical quality of the water is generally good. Four aquifer tests were run to determine transmissivity and storage characteristics. The pumping tests show that groundwater occurs under semi-confined leaky-aquifer conditions in the valley fill. Wells drilled in the alluvial fill of the south-central part of the valley have the highest yields. Wells penetrating the limestone and volcanic rocks generally have little or no yield except in fracture zones. Basalt flows occur interbedded with the wadi alluvium at several depths. Cropping out rocks in the Amran Valley range in age from late Jurassic to Holocene. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80774","issn":"0094-9140","usgsCitation":"Tibbitts, G., and Aubel, J., 1980, Ground-water resources investigation in the Amran Valley, Yeman Arab Republic: U.S. Geological Survey Open-File Report 80-774, vi, 144 p. ill., maps ;26 cm., https://doi.org/10.3133/ofr80774.","productDescription":"vi, 144 p. ill., maps ;26 cm.","costCenters":[],"links":[{"id":157703,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0774/report-thumb.jpg"},{"id":53704,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0774/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53705,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0774/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696e3e","contributors":{"authors":[{"text":"Tibbitts, G. Chase","contributorId":79453,"corporation":false,"usgs":true,"family":"Tibbitts","given":"G. Chase","affiliations":[],"preferred":false,"id":192377,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Aubel, James","contributorId":19597,"corporation":false,"usgs":true,"family":"Aubel","given":"James","email":"","affiliations":[],"preferred":false,"id":192376,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28248,"text":"wri8078 - 1980 - Water-quality monitoring of three major tributaries to the Chesapeake Bay: Interim data report","interactions":[],"lastModifiedDate":"2017-07-12T14:11:31","indexId":"wri8078","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-78","title":"Water-quality monitoring of three major tributaries to the Chesapeake Bay: Interim data report","docAbstract":"The U.S. Geological Survey is monitoring the water quality of three major tributaries to Chesapeake Bay at their fall lines to obtain estimates of constituent inputs potentially available to the bay. The monitoring sites are: Susquehanna River at Conowingo, Md.; Potomac River at Washington, D.C.; and James River at Cartersville, Va. Water-quality data collected from October 1978 to April 1980 are presented in tables. Concentrations of major ions, nutrient and carbon species, metals, pesticides, suspended sediment, and other selected constituents are presented for a range of flows. The mean, standard deviation, minimum, maximum, and median values for each constituent were determined by standard methods and are presented for each sampling station. Bivariate linear regressions were run for all constituents versus streamf low, specific conductance, and suspended sediment. Those relationships exhibiting coefficients of determination (R ) greater than 0.50 are tabulated.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8078","usgsCitation":"Lang, D.J., and Grason, D., 1980, Water-quality monitoring of three major tributaries to the Chesapeake Bay: Interim data report: U.S. Geological Survey Water-Resources Investigations Report 80-78, x, 66 p., https://doi.org/10.3133/wri8078.","productDescription":"x, 66 p.","numberOfPages":"79","costCenters":[],"links":[{"id":159213,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0078/report-thumb.jpg"},{"id":343735,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"James River, Potomac River, Susquehanna River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80,\n 37\n ],\n [\n -75,\n 37\n ],\n [\n -75,\n 42\n ],\n [\n -80,\n 42\n ],\n [\n -80,\n 37\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fa8f6","contributors":{"authors":[{"text":"Lang, David J.","contributorId":36548,"corporation":false,"usgs":true,"family":"Lang","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199468,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grason, David","contributorId":29819,"corporation":false,"usgs":true,"family":"Grason","given":"David","email":"","affiliations":[],"preferred":false,"id":199467,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48604,"text":"ofr801182 - 1980 - Supplemental data from the Ennis and other thermal-springs areas, Southwestern Montana, 1978-80","interactions":[],"lastModifiedDate":"2025-09-11T16:06:15.258849","indexId":"ofr801182","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1182","title":"Supplemental data from the Ennis and other thermal-springs areas, Southwestern Montana, 1978-80","docAbstract":"Hydrogeologic data were collected principally during 1978-80 in eight hot-spring areas, in the Marysville geothermal test well, in the Butte Mine and in the Bitterroot and Missoula River valleys to provide a basis for evaluating the geothermal potential of the areas. Measurements are tabulated for subsurface temperatures, water levels, rates of flow, and the chemical composition of water and gas in wells and test holes. Most of the data are for the area near Ennis Hot Springs.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801182","collaboration":"Prepared in cooperation with the Montana Bureau of Mines and Geology","usgsCitation":"Leonard, R., and Wood, W.A., 1980, Supplemental data from the Ennis and other thermal-springs areas, Southwestern Montana, 1978-80: U.S. Geological Survey Open-File Report 80-1182, iv, 79 p., https://doi.org/10.3133/ofr801182.","productDescription":"iv, 79 p.","costCenters":[],"links":[{"id":173636,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1182/report-thumb.jpg"},{"id":495327,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1182/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"id\":\"29\",\"properties\":{\"name\":\"Montana\",\"nation\":\"USA 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Robert B.","contributorId":14407,"corporation":false,"usgs":true,"family":"Leonard","given":"Robert B.","affiliations":[],"preferred":false,"id":237846,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wood, Wayne A.","contributorId":29417,"corporation":false,"usgs":true,"family":"Wood","given":"Wayne","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":237847,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15986,"text":"ofr80425 - 1980 - Quality of water in the Black River near Dunn, North Carolina, and ground-water levels adjacent to the river prior to channel excavation in 1978-79","interactions":[],"lastModifiedDate":"2022-08-01T19:24:26.885111","indexId":"ofr80425","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-425","title":"Quality of water in the Black River near Dunn, North Carolina, and ground-water levels adjacent to the river prior to channel excavation in 1978-79","docAbstract":"During 1976-79 data were collected at three sites on the Black River, near Dunn, North Carolina, to define water-quality and other hydrologic conditions prior to channel excavation. Samples collected over a range in flow from 1.2 to 900 cubic feet per second contained 1 to 81 mg/L (milligrams per liter) of suspended sediment, 37 to 108 mg/L of dissolved solids, and 0.21 to 1.0 mg/L of total nitrogen. Water-level fluctuations in wells located within 100 feet of the Black River were almost identical with those of the stream.","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80425","collaboration":"Prepared in cooperation with the U.S. Army Engineer District, Wilmington, N.C.","usgsCitation":"Simmons, C.E., 1980, Quality of water in the Black River near Dunn, North Carolina, and ground-water levels adjacent to the river prior to channel excavation in 1978-79: U.S. Geological Survey Open-File Report 80-425, iv, 18 p., https://doi.org/10.3133/ofr80425.","productDescription":"iv, 18 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":404596,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0425/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147555,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0425/report-thumb.jpg"}],"country":"United States","state":"North Carolina","city":"Dunn","otherGeospatial":"Black River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -78.67481231689453,\n 35.411997674914815\n ],\n [\n -78.60580444335938,\n 35.412557293507994\n ],\n [\n -78.60855102539062,\n 35.17212449131418\n ],\n [\n -78.67790222167969,\n 35.17212449131418\n ],\n [\n -78.67481231689453,\n 35.411997674914815\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db6516ac","contributors":{"authors":[{"text":"Simmons, Clyde E.","contributorId":71528,"corporation":false,"usgs":true,"family":"Simmons","given":"Clyde","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":172049,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28403,"text":"wri8017 - 1980 - Technique for estimating the magnitude and frequency of floods in the Houston, Texas, Metropolitan Area","interactions":[],"lastModifiedDate":"2016-08-09T13:09:26","indexId":"wri8017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-17","title":"Technique for estimating the magnitude and frequency of floods in the Houston, Texas, Metropolitan Area","docAbstract":"A technique for estimating the magnitude and frequency of floods in the Houston, Texas, metropolitan area was developed by use of a multiple-regression flood-frequency analysis of flow data from unregulated streams in the area. A regression model, relating flood-peak discharge to concurrent rainfall and antecedent soil moisture conditions, was used to simulate 67-year records of annual peak discharges. Flood-frequency characteristics were determined for the simulated annual peaks and for the observed annual peaks at each of 22 gaging stations. Drainage area, bank-full channel conveyance, and percentage of urban development were used as independent variables; and weighted flood-frequency discharges were used as dependent variables in the multiple regression analysis.
\nRelationships applicable to unregulated streams were developed for predicting floods with recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years. Drainage basins ranged in area from 1.33 to 182 square miles. The percentage of urban development in these basins ranges from 37 to 98.9 percent.
\nThe relationships indicate that as a basin changes from a completely natural state to one of complete urbanization, the magnitude of a 2-year peak discharge is increased by a factor of 4.2, the magnitude of a 50-year peak is increased by a factor of 4.9, and the magnitude of a 100-year peak is increased by a factor of 4. 9.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri8017","collaboration":"Prepared in cooperation with the City of Houston, the Harris County Flood Control District, the Texas Department of Water Resources, and the U.S. Army Corps of Engineers","usgsCitation":"Liscum, F., and Massey, B., 1980, Technique for estimating the magnitude and frequency of floods in the Houston, Texas, Metropolitan Area: U.S. Geological Survey Water-Resources Investigations Report 80-17, iv, 29 p., https://doi.org/10.3133/wri8017.","productDescription":"iv, 29 p.","numberOfPages":"33","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":258640,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0017/report.pdf","size":"2711","linkFileType":{"id":1,"text":"pdf"}},{"id":258641,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0017/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.8941650390625,\n 29.463514026304715\n ],\n [\n -95.8941650390625,\n 30.197366063272245\n ],\n [\n -94.8944091796875,\n 30.197366063272245\n ],\n [\n -94.8944091796875,\n 29.463514026304715\n ],\n [\n -95.8941650390625,\n 29.463514026304715\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa364","contributors":{"authors":[{"text":"Liscum, Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":199737,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Massey, B.C.","contributorId":102483,"corporation":false,"usgs":true,"family":"Massey","given":"B.C.","email":"","affiliations":[],"preferred":false,"id":199738,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1330,"text":"wsp2063 - 1980 - Channel and dynamic flow characteristics of the Chattahoochee River, Buford Dam to Georgia Highway 141","interactions":[],"lastModifiedDate":"2017-02-01T09:51:35","indexId":"wsp2063","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2063","title":"Channel and dynamic flow characteristics of the Chattahoochee River, Buford Dam to Georgia Highway 141","docAbstract":"Detailed flow and cross-section data for a 17-mile reach of the Chattahoochee River in northeast Georgia are described and summarized. Flow data include measurements of highly dynamic stage and discharge at five stations during the period March 21-23, 1976. Flow data were collected at 5-minute intervals and are listed accordingly. Coordinate data for 39 cross sections in the study reach are also listed. A mathematical model is developed and applied whereby stage data collected at a single station can be used to compute highly dynamic discharge at the station. The model is based on the continuity and momentum equations that describe unsteady, one-dimensional flow in open channels. Both equations are transformed to a single quadratic equation which describes mean flow velocity at a single station. Flow-geometry parameters used by the model are computed using cross-section coordinates and the equation which describes the area of an irregular polygon. Use of the model in conjunction with highly dynamic stage data collected on March 23, 1976, provided close agreement between measured and computed discharges. The model was also used to investigate the sensitivity of highly dynamic discharge to channel and flow parameters. Computed discharge was most sensitive to changes in channel roughness and slope.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2063","usgsCitation":"Faye, R.E., and Cherry, R.N., 1980, Channel and dynamic flow characteristics of the Chattahoochee River, Buford Dam to Georgia Highway 141: U.S. Geological Survey Water Supply Paper 2063, 66 p. : ill., maps ; 24 cm., https://doi.org/10.3133/wsp2063.","productDescription":"66 p. : ill., maps ; 24 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":26385,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2063/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137364,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2063/report-thumb.jpg"}],"country":"United States","state":"Georgia","otherGeospatial":"Buford Dam, Chattahoochee River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84.5343017578125,\n 32.99023555965106\n ],\n [\n -84.8089599609375,\n 32.8472886646638\n ],\n [\n -85.0177001953125,\n 32.81959486923976\n ],\n [\n -85.220947265625,\n 32.856518010109546\n ],\n [\n -85.3143310546875,\n 32.99945000822837\n ],\n [\n -85.3143310546875,\n 33.22030778968541\n ],\n [\n -84.9462890625,\n 33.6420625047537\n ],\n [\n -84.9517822265625,\n 33.970697997361626\n ],\n [\n -84.72656249999999,\n 34.17090836352573\n ],\n [\n -84.407958984375,\n 34.16636338473789\n ],\n [\n -84.166259765625,\n 34.37517887533528\n ],\n [\n -84.0618896484375,\n 34.52918706954935\n ],\n [\n -84.04541015625,\n 34.768691457552706\n ],\n [\n -83.82568359375,\n 34.88142481679756\n ],\n [\n -83.64990234375,\n 34.89494244739732\n ],\n [\n -83.3917236328125,\n 34.8183131456094\n ],\n [\n -83.34228515625,\n 34.56990638085636\n ],\n [\n -83.64990234375,\n 34.20271636159618\n ],\n [\n -83.95751953125,\n 33.897777013859475\n ],\n [\n -84.5452880859375,\n 33.38558626887102\n ],\n [\n -84.5343017578125,\n 32.99023555965106\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e47cd","contributors":{"authors":[{"text":"Faye, Robert E.","contributorId":92221,"corporation":false,"usgs":true,"family":"Faye","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143573,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cherry, Rodney N.","contributorId":85941,"corporation":false,"usgs":true,"family":"Cherry","given":"Rodney","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":143572,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28481,"text":"wri79114 - 1980 - Methods and applications of digital-model simulation of the Red River alluvial aquifer: Shreveport to the mouth of the Black River, Louisiana","interactions":[],"lastModifiedDate":"2019-11-06T15:26:07","indexId":"wri79114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"79-114","title":"Methods and applications of digital-model simulation of the Red River alluvial aquifer: Shreveport to the mouth of the Black River, Louisiana","docAbstract":"The Red River Waterways Project provides for the construction of five locks and dams on the Red River from the Mississippi River to Shreveport, La. The methodology used by the U.S. Geological Survey in studying the effects of the navigation pools on the ground-water-flow regime involved digital modeling of steady- and nonsteady-state conditions. The steady-state model, GWFLOW, computes the head response in an aquifer due to various boundary conditions. The nonsteady-state model, SUPERMOCK, was designed to simulate transient stress and response in an alluvial-flow system. In addition to the simulation models several computer programs were developed during the study to aid in the preparation of field data for input to the models and in the calibration of the models. Calibration techniques unique to each of the models were developed for the investigation. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri79114","usgsCitation":"Ludwig, A.H., and Terry, J.E., 1980, Methods and applications of digital-model simulation of the Red River alluvial aquifer: Shreveport to the mouth of the Black River, Louisiana: U.S. Geological Survey Water-Resources Investigations Report 79-114, vi, 103 p. , https://doi.org/10.3133/wri79114.","productDescription":"vi, 103 p. ","costCenters":[],"links":[{"id":159194,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0114/report-thumb.jpg"},{"id":369020,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0114/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Louisiana","city":"Shreveport","otherGeospatial":"Black River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.8507080078125,\n 31.6042705179912\n ],\n [\n -91.77703857421875,\n 31.6042705179912\n ],\n [\n -91.77703857421875,\n 32.55144352864431\n ],\n [\n -93.8507080078125,\n 32.55144352864431\n ],\n [\n -93.8507080078125,\n 31.6042705179912\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a091","contributors":{"authors":[{"text":"Ludwig, A. H.","contributorId":63007,"corporation":false,"usgs":true,"family":"Ludwig","given":"A.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":199881,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Terry, J. E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199882,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28753,"text":"wri8041 - 1980 - Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976","interactions":[],"lastModifiedDate":"2019-11-01T12:04:14","indexId":"wri8041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-41","title":"Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976","docAbstract":"Statistical summaries of streamflow data for selected stream-gaging and crest-stage gage sites are presented in this report to aid in appraising the hydrology of the Yellowstone River basin, Montana. Streamflow records presented for 45 gaging stations and 45 crest-stage gages 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, and extremes of discharge. These data are followed by tables of monthly and annual flow statistics, high-flow and low-flow frequency data, flood-frequency data, flow-duration information, and for natural-flow sites selected basin characteristics. For each crest-stage gage, the brief description consists of location, drainage area, period of record, and type and history of gage. This information is followed by tables of flood-frequency data and selected basin characteristics.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8041","usgsCitation":"Moore, L.G., and Shields, R.R., 1980, Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976: U.S. Geological Survey Water-Resources Investigations Report 80-41, vi, 67 p. , https://doi.org/10.3133/wri8041.","productDescription":"vi, 67 p. 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e1c","contributors":{"authors":[{"text":"Moore, L. Grady","contributorId":70024,"corporation":false,"usgs":true,"family":"Moore","given":"L.","email":"","middleInitial":"Grady","affiliations":[],"preferred":false,"id":200341,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shields, Ronald R.","contributorId":64655,"corporation":false,"usgs":true,"family":"Shields","given":"Ronald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200340,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24404,"text":"ofr80560 - 1980 - Hydrologic data for runoff studies on small drainage areas, West Virginia Department of Highways Research Project 16","interactions":[],"lastModifiedDate":"2022-10-25T19:44:33.681433","indexId":"ofr80560","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-560","title":"Hydrologic data for runoff studies on small drainage areas, West Virginia Department of Highways Research Project 16","docAbstract":"Station listings, basin and flow characteristics tables, and annual maximum discharges are presented for stations in West Virginia, Maryland, and Virginia that were used to develop flood-frequency relations for West Virginia. Also presented are figures showing approximate station location and areal coverage for both longterm and short-term stations that were used in the frequency analysis.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80560","collaboration":"Prepared in cooperation with the West Virginia Department of Highways and Federal Highway Administration","usgsCitation":"Runner, G.S., 1980, Hydrologic data for runoff studies on small drainage areas, West Virginia Department of Highways Research Project 16: U.S. Geological Survey Open-File Report 80-560, 169 p., https://doi.org/10.3133/ofr80560.","productDescription":"169 p.","costCenters":[],"links":[{"id":408715,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0560/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0560/report-thumb.jpg"}],"country":"United States","state":"West 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Virginia\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ed0f","contributors":{"authors":[{"text":"Runner, Gerald S.","contributorId":90297,"corporation":false,"usgs":true,"family":"Runner","given":"Gerald","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":191866,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56896,"text":"wdrGA801 - 1980 - Water resources data for Georgia, water year 1980","interactions":[],"lastModifiedDate":"2025-08-19T14:25:11.67895","indexId":"wdrGA801","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"GA-80-1","title":"Water resources data for Georgia, water year 1980","docAbstract":"Water resources data for the 1980 water year for Georgia consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and ground-water levels. This report contains discharge records for 105 gaging stations; stage for 9 gaging stations; stage and contents for 17 lakes and reservoirs; water quality for 22 continuous stations, 129 periodic stations and miscellaneous sites; peak stage and discharge only for 109 crest-stage partial-record stations and 15 miscellaneous sites; measurements of discharge at 108 low-flow partial-record stations and 69 miscellaneous sites; and water levels of 28 observation wells. 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 Georgia.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrGA801","collaboration":"Prepared in cooperation with the State of Georgia and with other Federal agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Water resources data for Georgia, water year 1980: U.S. Geological Survey Water Data Report GA-80-1, xii, 455 p., https://doi.org/10.3133/wdrGA801.","productDescription":"xii, 455 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":185206,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1980/ga-80-1/report-thumb.jpg"},{"id":494304,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1980/ga-80-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Morris Bridge well field and vicinity in West-Central Florida","docAbstract":"The Morris Bridge well field in west-central Florida, which is being developed may have a maximum well-field withdrawal of 40 million gallons per day. The water will be pumped from the Floridan aquifer--a sequence of carbonate rocks about 1,100 feet thick underlying surficial sand and clay deposits. A highly fractured and transmissive zone about 500 feet below National Geodetic Vertical Datum of 1929 will supply a large proportion of the water. Two-dimensional and three-dimensional digital flow models were used to evaluate the hydrogeology of the area. The model-derived leakance distribution (a property of the confining bed) for a 285-square-mile area ranged from 0.00002 to 0.008 per day. Model-derived transmissivity values for the Floridan aquifer ranged from 37,000 to 600,000 feet squared per day. Model-derived specific yield values for the surficial aquifer ranged from 0.05 to 0.30. The three-dimensional model was used to predict drawdowns in both the Floridan and surficial aquifers in response to a 40 million gallon per day stress. Mass-balance data from a 30-day simulation with no recharge from rainfall show percentage of withdrawn water that is derived from: (1) aquifer storage, (2) the Hillsborough River, and (3) reduction of evapotranspiration losses. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8029","collaboration":"Prepared in cooperation with the Southwest Florida Water Management District","usgsCitation":"Ryder, P.D., Johnson, D.M., and Gerhart, J.M., 1980, Model evaluation of the hydrogeology of the Morris Bridge well field and vicinity in West-Central Florida: U.S. Geological Survey Water-Resources Investigations Report 80-29, vi, 92 p., https://doi.org/10.3133/wri8029.","productDescription":"vi, 92 p.","costCenters":[],"links":[{"id":380135,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159698,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0029/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.716064453125,\n 27.508271413876017\n ],\n [\n -81.771240234375,\n 27.508271413876017\n ],\n [\n -81.771240234375,\n 28.297125824492902\n ],\n [\n -82.716064453125,\n 28.297125824492902\n ],\n [\n -82.716064453125,\n 27.508271413876017\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b41","contributors":{"authors":[{"text":"Ryder, Paul D.","contributorId":60188,"corporation":false,"usgs":true,"family":"Ryder","given":"Paul","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":201615,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, Dale M.","contributorId":58273,"corporation":false,"usgs":true,"family":"Johnson","given":"Dale","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201614,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gerhart, James M.","contributorId":35717,"corporation":false,"usgs":true,"family":"Gerhart","given":"James","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201613,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":56868,"text":"wdrIN791 - 1980 - Water resources data for Indiana, water year 1979","interactions":[],"lastModifiedDate":"2014-06-11T10:55:51","indexId":"wdrIN791","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"IN-79-1","title":"Water resources data for Indiana, water year 1979","docAbstract":"Water resources data for the 1979 water year for Indiana consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels in wells. This report contains discharge records for 186 gaging stations; stage and contents for 13 lakes and reservoirs; water quality for 65 gaging stations; and water levels for 74 observation wells. Also included are 98 crest-stage partial-record stations and 82 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 Indiana.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrIN791","collaboration":"Prepared in cooperation with the State of Indiana and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Water resources data for Indiana, water year 1979: U.S. Geological Survey Water Data Report IN-79-1, xiv, 419 p., https://doi.org/10.3133/wdrIN791.","productDescription":"xiv, 419 p.","numberOfPages":"437","temporalStart":"1978-10-01","temporalEnd":"1979-09-30","costCenters":[],"links":[{"id":288306,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288304,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1979/in-79-1/report.pdf"}],"country":"United States","state":"Indiana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.0979,37.7717 ], [ -88.0979,41.7607 ], [ -84.7847,41.7607 ], [ -84.7847,37.7717 ], [ -88.0979,37.7717 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ae47","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532955,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56862,"text":"wdrMI791 - 1980 - Water resources data for Michigan, water year 1979","interactions":[],"lastModifiedDate":"2017-08-10T14:59:18","indexId":"wdrMI791","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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-79-1","title":"Water resources data for Michigan, water year 1979","docAbstract":"Water resources data for the 1979 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 175 gaging stations; stage only records for 1 gaging station; stage and contents for 5 lakes and reservoirs; water quality for 62 continuous-record stations; and water levels for 46 observation wells. Also included are 94 crest-stage partial-record stations and 45 low-flow partial-record stations. various sites, not part of the Additional water data were collected at 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.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMI791","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Water resources data for Michigan, water year 1979: U.S. Geological Survey Water Data Report MI-79-1, x, 525 p., https://doi.org/10.3133/wdrMI791.","productDescription":"x, 525 p.","numberOfPages":"540","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":344739,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1979/mi-79-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":185041,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1979/mi-79-1/report-thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f3df9","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532949,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30557,"text":"wri8099 - 1980 - Hydrologic setting of wetlands in the Cottonwood Lake area, Stutsman County, North Dakota","interactions":[],"lastModifiedDate":"2018-03-13T11:20:09","indexId":"wri8099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-99","title":"Hydrologic setting of wetlands in the Cottonwood Lake area, Stutsman County, North Dakota","docAbstract":"Because of growing interest in the role of lakes and wetlands in the hydrology of the prairie environment, a group of wetlands in the Cottonwood Lake area, Stutsman County, are being instrumented for long-term hydrologic studies. The study site is on a regional topographic high near the eastern edge of the Missouri Coteau and is underlain by more than 400 feet of glacial drift, largely clayey, silty till. Long-term climatic data indicate the study area is in a water deficient area mean annual evaporation exceeds mean annual precipitation by about 18 inches.
Different methods are being used for comparison of measurements and estimates of each hydrologic component interacting with the lakes and wetlands. For example, for 3 months during 1979, estimates of precipitation for the study site using data collected at National Weather Service stations differed from that measured by a recording gage at the study site by several tenths of an inch for 14-day totals and differed by more than 0.5 inch for individual storms.
Numerical-simulation analysis of regional ground-water flow systems show the study site is situated in a regional recharge area, but local groundwater flow systems can discharge to lakes and wetlands within the recharge area. Instrumentation at the study site shows a complex interrelationship of wetlands and ground water. Based on data for 1979 only, some wetlands appear to recharge ground water, some wetlands are flow-through types where ground water enters one side and surface water seeps into the ground on the other side, and some wetlands are discharge points for ground water. Further, these interrelationships vary throughout the year.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8099","usgsCitation":"Winter, T.C., and Carr, M.R., 1980, Hydrologic setting of wetlands in the Cottonwood Lake area, Stutsman County, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 80-99, vi, 42 p., https://doi.org/10.3133/wri8099.","productDescription":"vi, 42 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":125109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0099/report-thumb.jpg"},{"id":59323,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Dakota","county":"Stutsman County","otherGeospatial":"Cottonwood Lake","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-99.2669,47.3268],[-98.8466,47.327],[-98.8392,47.327],[-98.8232,47.3272],[-98.8152,47.3271],[-98.4991,47.327],[-98.467,47.3266],[-98.4677,47.2402],[-98.4685,46.9788],[-98.4412,46.9789],[-98.4396,46.6296],[-98.7894,46.6294],[-99.0379,46.6309],[-99.1616,46.6317],[-99.4122,46.6316],[-99.4498,46.6319],[-99.4477,46.8044],[-99.4476,46.9788],[-99.4821,46.9795],[-99.4824,47.0089],[-99.4822,47.0162],[-99.4821,47.0249],[-99.4826,47.0396],[-99.4827,47.1558],[-99.4801,47.3267],[-99.2669,47.3268]]]},\"properties\":{\"name\":\"Stutsman\",\"state\":\"ND\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9ce","contributors":{"authors":[{"text":"Winter, Thomas C.","contributorId":84736,"corporation":false,"usgs":true,"family":"Winter","given":"Thomas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203451,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carr, Mark R.","contributorId":70786,"corporation":false,"usgs":true,"family":"Carr","given":"Mark","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203450,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2003,"text":"wsp2064 - 1980 - Relationships between basic soils-engineering equations and basic ground-water flow equations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp2064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2064","title":"Relationships between basic soils-engineering equations and basic ground-water flow equations","docAbstract":"The many varied though related terms developed by ground-water hydrologists and by soils engineers are useful to each discipline, but their differences in terminology hinder the use of related information in interdisciplinary studies. Equations for the Terzaghi theory of consolidation and equations for ground-water flow are identical under specific conditions. A combination of the two sets of equations relates porosity to void ratio and relates the modulus of elasticity to the coefficient of compressibility, coefficient of volume compressibility, compression index, coefficient of consolidation, specific storage, and ultimate compaction. Also, transient ground-water flow is related to coefficient of consolidation, rate of soil compaction, and hydraulic conductivity. Examples show that soils-engineering data and concepts are useful to solution of problems in ground-water hydrology.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;\r\nFor sale by Supt. of Docs., U.S. Govt. Print. Off.,","doi":"10.3133/wsp2064","usgsCitation":"Jorgensen, D.G., 1980, Relationships between basic soils-engineering equations and basic ground-water flow equations: U.S. Geological Survey Water Supply Paper 2064, vi, 40 p. :ill. ;23 cm., https://doi.org/10.3133/wsp2064.","productDescription":"vi, 40 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":138385,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2064/report-thumb.jpg"},{"id":27447,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db6346b3","contributors":{"authors":[{"text":"Jorgensen, Donald G.","contributorId":19537,"corporation":false,"usgs":true,"family":"Jorgensen","given":"Donald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":144511,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38641,"text":"pp1099A - 1980 - The influences of land use and land cover on climate; an analysis of the Washington-Baltimore area that couples remote sensing with numerical simulation","interactions":[],"lastModifiedDate":"2012-02-02T00:09:58","indexId":"pp1099A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"1099","chapter":"A","title":"The influences of land use and land cover on climate; an analysis of the Washington-Baltimore area that couples remote sensing with numerical simulation","docAbstract":"The Sun drives the atmospheric heat engine by warming the terrestrial surface which in turn warms the atmosphere above. Climate, therefore, is significantly controlled by complex interaction of energy flows near and at the terrestrial surface. When man alters this delicate energy balance by his use of the land, he may alter his climatic environment as well. Land use climatology has emerged as a discipline in which these energy interactions are studied; first, by viewing the spatial distributions of their surface manifestations, and second, by analyzing the energy exchange processes involved. Two new tools for accomplishing this study are presented: one that can interpret surface energy exchange processes from space, and another that can simulate the complex of energy transfers by a numerical simulation model. Use of a satellite-borne multispectral scanner as an imaging radiometer was made feasible by devising a gray-window model that corrects measurements made in space for the effects of the atmosphere in the optical path. The simulation model is a combination of mathematical models of energy transfer processes at or near the surface. Integration of these two analytical approaches was applied to the Washington-Baltimore area to coincide with the August 5, 1973, Skylab 3 overpass which provided data for constructing maps of the energy characteristics of the Earth's surface. The use of the two techniques provides insights into the relationship of climate to land use and land cover and in predicting alterations of climate that may result from alterations of the land surface.","language":"ENGLISH","doi":"10.3133/pp1099A","usgsCitation":"Pease, R., Jenner, C., and Lewis, J., 1980, The influences of land use and land cover on climate; an analysis of the Washington-Baltimore area that couples remote sensing with numerical simulation: U.S. Geological Survey Professional Paper 1099, p. A1-A39, https://doi.org/10.3133/pp1099A.","productDescription":"p. A1-A39","costCenters":[],"links":[{"id":124511,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1099a/report-thumb.jpg"},{"id":65472,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1099a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a85e4b07f02db64d4d2","contributors":{"authors":[{"text":"Pease, R.W.","contributorId":77206,"corporation":false,"usgs":true,"family":"Pease","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":220202,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jenner, C.B.","contributorId":94718,"corporation":false,"usgs":true,"family":"Jenner","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":220204,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lewis, J.E. Jr.","contributorId":93957,"corporation":false,"usgs":true,"family":"Lewis","given":"J.E.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":220203,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":40769,"text":"ofr80297 - 1980 - Description and preliminary map of airborne electromagnetic survey of parts of Iron, Baraga, and Dickinson Counties, Michigan","interactions":[],"lastModifiedDate":"2021-10-06T19:15:54.211888","indexId":"ofr80297","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-297","title":"Description and preliminary map of airborne electromagnetic survey of parts of Iron, Baraga, and Dickinson Counties, Michigan","docAbstract":"The data presented herein is from an airborne electromagnetic INPUT* survey conducted by Geoterrex Limited of Canada for the U.S. Geological Survey. The survey area is located in the central part of the Upper Peninsula of Michigan, within parts of Iron, Baraga, and Dickinson Counties. The general area covered is between 46°00' and 46°30' latitude and 88°00' and 88°30' longitude (fig. 1).
The INPUT survey was flown as part of a U.S. Geological Survey CUSMAP (Conterminous United States Mineral Appraisal Program) project focusing on the Iron River 2° quadrangle. The survey was flown in order to provide geophysical information which will aid in an integrated geological assessment of mineral potentials of this part of the Iron River 2 quadrangle. The flight-line spacing was chosen to maximize the aerial coverage without a loss of resolution of major lithologic and structural features.
East-west flight lines were flown 400 feet above ground at 1/2-mile intervals. Aerial photos were used for navigation and the flight path was recorded on continuous-strip film. A continuously recording total field ground magnetic station was used to monitor variations in the Earth's magnetic field. One north-south line was flown to provide a tie for the magnetic data which was recorded simultaneously with the electromagnetic data by a sensor mounted in the tail of the aircraft.
This report is one of two open-file reports. The map in the present report contains locations of the fiducial points, the flight lines, and preliminary locations of anomalies and conductive zones, all plotted on an air photomosaic. The latitude and longitude ticks marked on this map are only approximate due to distortion in air photos used to recover the flight line position. This map is preliminary and is not to be considered a final interpretation. The other report (Reran and Smith, 1980) contains a description of the instrument specifications, a copy of the ground station magnetic data, and a microfilm record of the electromagnetic and magnetic data, with reference to the digital data of the flight records. The purpose of two reports is to make the analog and digital records available separate from the anomaly map.
The following sections on the general description of the INPUT system are abridged from a typical interpretation report prepared by Geoterrex Limited of Ottawa, Canada for the U.S. Geological Survey.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80297","usgsCitation":"Heran, W.D., and Smith, B.D., 1980, Description and preliminary map of airborne electromagnetic survey of parts of Iron, Baraga, and Dickinson Counties, Michigan: U.S. Geological Survey Open-File Report 80-297, Report: ii, 9 p.; 1 Plate: 34.41 x 41.01 inches, https://doi.org/10.3133/ofr80297.","productDescription":"Report: ii, 9 p.; 1 Plate: 34.41 x 41.01 inches","costCenters":[],"links":[{"id":78082,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0297/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":78083,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0297/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169366,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0297/report-thumb.jpg"},{"id":390287,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11598.htm"}],"country":"United States","state":"Michigan","county":"Baraga County, Dickinson County, Iron County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.5,\n 46.031\n ],\n [\n -88,\n 46.031\n ],\n [\n -88,\n 46.453\n ],\n [\n -88.5,\n 46.453\n ],\n [\n -88.5,\n 46.031\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dd5f","contributors":{"authors":[{"text":"Heran, William D. wheran@usgs.gov","contributorId":2246,"corporation":false,"usgs":true,"family":"Heran","given":"William","email":"wheran@usgs.gov","middleInitial":"D.","affiliations":[],"preferred":true,"id":223920,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, Bruce D. 0000-0002-1643-2997 bsmith@usgs.gov","orcid":"https://orcid.org/0000-0002-1643-2997","contributorId":845,"corporation":false,"usgs":true,"family":"Smith","given":"Bruce","email":"bsmith@usgs.gov","middleInitial":"D.","affiliations":[{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true}],"preferred":true,"id":223919,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":7067,"text":"ofr80421 - 1980 - A computer program for simulating geohydrologic systems in three dimensions","interactions":[],"lastModifiedDate":"2012-02-02T00:06:13","indexId":"ofr80421","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-421","title":"A computer program for simulating geohydrologic systems in three dimensions","docAbstract":"This document is directed toward individuals who wish to use a computer program to simulate ground-water flow in three dimensions. The strongly implicit procedure (SIP) numerical method is used to solve the set of simultaneous equations. New data processing techniques and program input and output options are emphasized. The quifer system to be modeled may be heterogeneous and anisotropic, and may include both artesian and water-table conditions. Systems which consist of well defined alternating layers of highly permeable and poorly permeable material may be represented by a sequence of equations for two dimensional flow in each of the highly permeable units. Boundaries where head or flux is user-specified may be irregularly shaped. The program also allows the user to represent streams as limited-source boundaries when the streamflow is small in relation to the hydraulic stress on the system. The data-processing techniques relating to ' cube ' input and output, to swapping of layers, to restarting of simulation, to free-format NAMELIST input, to the details of each sub-routine 's logic, and to the overlay program structure are discussed. The program is capable of processing large models that might overflow computer memories with conventional programs. Detailed instructions for selecting program options, for initializing the data arrays, for defining ' cube ' output lists and maps, and for plotting hydrographs of calculated and observed heads and/or drawdowns are provided. Output may be restricted to those nodes of particular interest, thereby reducing the volumes of printout for modelers, which may be critical when working at remote terminals. ' Cube ' input commands allow the modeler to set aquifer parameters and initialize the model with very few input records. Appendixes provide instructions to compile the program, definitions and cross-references for program variables, summary of the FLECS structured FORTRAN programming language, listings of the FLECS and FORTRAN source code, and samples of input and output for example simulations. 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