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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.</p>","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":28669,"text":"wri8023 - 1980 - The effects of using ground water to maintain water levels of Cedar Lake, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T15:01:02","indexId":"wri8023","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":"80-23","title":"The effects of using ground water to maintain water levels of Cedar Lake, Wisconsin","docAbstract":"<p>Cedar Lake, a kettle lake with no surface inlet or outlet, was studied to evaluate the feasibility of maintaining water levels of lakes in the glaciated kettle moraine area of eastern Wisconsin by pumping ground water into them. The general hydrogeology of the area around the lake was defined and the hydrology of the lake was studied in detail.</p>\n<p>There are two aquifer systems in the Cedar Lake area, and in general, throughout eastern Wisconsin. The shallow aquifer system is composed of unconsolidated glacial drift of Quaternary age and consolidated bedrock of Silurian age. Cedar Lake is located in a local recharge area within this system. The saturated thicknesses of the glacial drift and Silurian dolomite beneath the lake are approximately 100 feet and 500 feet, respectively. This aquifer system is separated from an underlying aquifer system by a layer of shale approximately '200 feet thick that forms an effective barrier to water movement. The deep aquifer system is composed of dolomites and sandstones of Ordovician and Cambrian age whose composite thickness is 600 to 650 feet.</p>\n<p>A water budget was prepared to quantify the components of the hydrologic system of Cedar Lake. Inflow to the lake averaged approximately ^5 inches per water year for the 2-year period October 197^ through September 1976. Inflow consisted of precipitation on the lake surface (28 inches), groundwater seepage to the lake (2 inches), and overland flow (15 inches) to the lake. Outflow averaged approximately U9 inches per year for the same 2- year period. Outflow consisted of evaporation (31 inches) from the lake surface and ground-water seepage from the lake (18 inches).</p>\n<p>A volume of water equivalent to that needed to raise the lake level 1*7 inches was pumped from the shallow aquifer system into Cedar Lake between February 1 and September 30, 1977. The water budget for the lake during this period indicated that approximately 90 percent of pumped water was either recycled from the lake to the well or otherwise lost as seepage from the lake.</p>\n<p>Selected physical and chemical characteristics of the lake water were measured periodically between October 197^ and September 1977- The water temperature ranged between 26&deg;C in August to approximately 2&deg;C in December during each year of the study. The dissolved-oxygen concentration of the water ranged from 13 milligrams per liter at the time ice cover first developed in December to h milligrams per liter at the time ice cover broke up the following April. The total nitrogen concentration of the water varied from 1.0 milligrams per liter during winter to 0.5 milligrams per liter during summer. The total phosphorus concentration of the water was fairly uniform throughout the year, averaging 0.01 milligrams per liter.</p>\n<p>The phytoplankton population was sampled periodically. The total phytoplankton count was small during winter, generally less than 250 cells per milliliter. These phytoplankton were composed of euglenoids, diatoms, green algae, and blue-green algae. The count increased to 50,000 to 100,000 cells per milliliter during summer. One or two species of blue-green algae dominated during these times.</p>\n<p>There were no identifiable changes in measured physical and chemical characteristics of lake water during sustained pumping of ground water into the lake, nor were there identifiable changes in the number or makeup of the phytoplankton community. Differences in physical and chemical characteristics of lake water and ground water added to the lake probably were not great enough to cause changes within the lake.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8023","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"McLeod, R., 1980, The effects of using ground water to maintain water levels of Cedar Lake, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 80-23, iv, 35 p., https://doi.org/10.3133/wri8023.","productDescription":"iv, 35 p.","numberOfPages":"42","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":158361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0023/report-thumb.jpg"},{"id":57507,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Manitowoc County","otherGeospatial":"Cedar Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.74491119384766,\n              42.53082032025189\n            ],\n            [\n              -89.74491119384766,\n              42.63219062985138\n            ],\n            [\n              -89.61410522460938,\n              42.63219062985138\n            ],\n            [\n              -89.61410522460938,\n              42.53082032025189\n            ],\n            [\n              -89.74491119384766,\n              42.53082032025189\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.08666229248045,\n              43.87537561373266\n            ],\n            [\n              -88.08666229248045,\n              43.95674218266099\n            ],\n            [\n              -87.98486709594727,\n              43.95674218266099\n            ],\n            [\n              -87.98486709594727,\n              43.87537561373266\n            ],\n            [\n              -88.08666229248045,\n              43.87537561373266\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db63593f","contributors":{"authors":[{"text":"McLeod, R.S.","contributorId":7283,"corporation":false,"usgs":true,"family":"McLeod","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":200201,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28507,"text":"wri8011 - 1980 - Digital-simulation and projection of head changes in the Potomac-Raritan-Magothy aquifer system, coastal plain, New Jersey","interactions":[],"lastModifiedDate":"2024-04-22T19:16:25.659596","indexId":"wri8011","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":"80-11","title":"Digital-simulation and projection of head changes in the Potomac-Raritan-Magothy aquifer system, coastal plain, New Jersey","docAbstract":"The Potomac-Raritan-Magothy aquifer system of Cretaceous age, which is the principal source of water to the major population and industrial centers in the Coastal Plain of New Jersey, has undergone continuous and widespread reduction in head. The reduced head, already below sea level throughout most of the aquifer system, in conjunction with encroachment of salty water toward centers of pumping, threatens the continued use of the aquifer as a source of freshwater in the area. A single layer, two-dimensional finite difference digital model was used to simulate the response of the aquifer system to pumping stresses during the 18-year period, 1956-73. Model simulations were based on close agreement between (1) observed and calculated heads and head trends for 10 observation wells during the period, 1956-73; and (2) the computed nonpumping steady-state potentiometric surface and a potentiometric surface based on early water-level observations (1900±) solutions. In addition, the hydrologic budget estimated by the model appears to be reasonable for the transient (1956-73) and the steady-state (1900±) solutions. The model was used to compute projected potentiometric heads and trends to the year 2000. Three sets of conditions, all using the 1973 distribution of pumping centers, were simulated. The conditions are:\n(1) no increase in ground-water extractions; (2) continued growth in ground-water extractions at the rate of 1.7 and 3 percent annually; and (3) continued growth in ground-water extractions at the rate of 3 percent annually, in conjunction with the activitation of a freshwater head barrier in the fresh-salty transition zone. Under the first set of conditions, further head reduction would cease over very large regions within two years. Under the second set of conditions involving a 3 percent growth rate similar to that experienced during the simulation period, the broad cone of depression already encompassing most of the New Jersey Coastal Plain would broaden and deepen. Heads would range from 60 to 160 feet below National Geodetic Vertical Datum of 1929. The reduction of head after 1973 would approach 90 feet in some areas. The resultant steeper hydraullic gradients would accelerate the rate of movement of salty ground water toward the pumping centers. A freshwater head barrier could be established in the transition zone to prevent migration of salty ground water across a 35-mile stretch in Gloucester, Camden, and Burlington Counties. A line of injection wells would be required, with total rates of injection to the head barrier ranging from about 56 cubic feet per second in 1984 to about 95 cubic feet per second in 2000. Barrier recharge rates would be equivalent to about 20 percent of the ground water pumped in the fine-grid area in any particular year for a 3 percent increase in extractions.","language":"English","publisher":"U.S. Geological Survey Water Resources Division","publisherLocation":"Trenton, NJ","doi":"10.3133/wri8011","collaboration":"Prepared in cooperation with the New Jersey Department of Environmental Protection, Division of Water Resource","usgsCitation":"Luzier, J.E., 1980, Digital-simulation and projection of head changes in the Potomac-Raritan-Magothy aquifer system, coastal plain, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 80-11, vi, 72 p., https://doi.org/10.3133/wri8011.","productDescription":"vi, 72 p.","numberOfPages":"80","onlineOnly":"Y","additionalOnlineFiles":"N","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":428011,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35385.htm","linkFileType":{"id":5,"text":"html"}},{"id":267005,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0011/pdf/wrir80-11.pdf"},{"id":267004,"rank":3,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1980/0011/"},{"id":159627,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_80_11.gif"}],"country":"United States","state":"New Jersey","otherGeospatial":"Potomac-Raritan-Magothy aquifer system","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.5420,38.9850 ], [ -75.5420,40.5242 ], [ -73.8501,40.5242 ], [ -73.8501,38.9850 ], [ -75.5420,38.9850 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ade9","contributors":{"authors":[{"text":"Luzier, James E.","contributorId":102111,"corporation":false,"usgs":true,"family":"Luzier","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199931,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":"<p>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. </p><p>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.</p><p>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. </p>","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":26416,"text":"wri8046 - 1980 - Hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project: Morgan County, Colorado","interactions":[],"lastModifiedDate":"2022-01-12T21:29:23.400082","indexId":"wri8046","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":"80-46","title":"Hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project: Morgan County, Colorado","docAbstract":"<p>A hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project in Morgan County, Colo., was made with the aid of three digital computer models: A canal-distribution model, a ground-water flow model, and a stream-aquifer model. Statistical summaries of probable diversions from the South Platte River based on a 27-year period of historical flows indicate that an average-annual diversion of 96,000 acre-feet and a median-annual diversion of 43,000 acre-feet would be available. Diversions would sustain water in ponds for waterfowl habitat for an average of about five months per year, with a miximum pond surface area of about 300 acres with the median diversions and a maximum pond surface area of about 1,250 acres at least one-half of the years with the historic diversions. If the annual diversion were 43,000 acre-feet, recharge to the two alluvial aquifers would raise water levels sufficiently to create flowing streams in the channels of Beaver and Badger Creeks while allowing an increase in current ground-water pumping. The only area of significant waterlogging would be along the proposed delivery canal on the west edge of Badger Creek valley. If the total water available were diverted, the aquifer system could not transmit the water fast enough to the irrigation areas to avoid considerable waterlogging in the recharge areas. The impact of the proposed project on the South Platte River basin would be minimal once the ground-water system attained steady-state conditions, but that may take decades with a uniform diversion of the 43,000 acre-feet annually.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8046","usgsCitation":"Burns, A.W., 1980, Hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project: Morgan County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 80-46, vi, 88 p., https://doi.org/10.3133/wri8046.","productDescription":"vi, 88 p.","costCenters":[],"links":[{"id":394283,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35413.htm"},{"id":55210,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0046/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119127,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0046/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Morgan County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -103.933,\n              40\n            ],\n            [\n              -103.5,\n              40\n            ],\n            [\n              -103.5,\n              40.25\n            ],\n            [\n              -103.933,\n              40.25\n            ],\n            [\n              -103.933,\n              40\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611906","contributors":{"authors":[{"text":"Burns, Alan W.","contributorId":41419,"corporation":false,"usgs":true,"family":"Burns","given":"Alan","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196349,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26242,"text":"wri8035 - 1980 - Water-quality assessment of the Cypress Creek watershed, Warrick County, Indiana","interactions":[],"lastModifiedDate":"2019-11-27T09:48:42","indexId":"wri8035","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":"80-35","title":"Water-quality assessment of the Cypress Creek watershed, Warrick County, Indiana","docAbstract":"<p>The U.S. Soil Conservation Service needs chemical, biological, microbiological, and hydrological data to prepare an environmental evaluation of the water quality in the Cypress Creek watershed, Warrick County, Ind., before plans can be devised to (1) improve water quality, (2) minimize flooding, (3) reduce sedimentation, and (4) provide adequate outlets for drainage in the watershed. The U.S. Geological Survey obtained these data for the Soil Conservation Service in a water-quality survey of the watershed from March to August 1979. Past and present surface coal mining is the factor having the greatest impact on water quality in the watershed. The upper reaches of Cypress Creek receive acid-mine drainage from a coal-mine waste slurry during periods of intense rainfall. All the remaining tributaries, except Summer Pecka ditch, drain mined or reclaimed lands. The general water type of Cypress Creek and most of its tributaries is calcium and magnesium sulfate. In contrast, the water type at background site 21 on Summer Pecka ditch is calcium sulfate. Specific conductance ranged from 470 to 4,730 micromhos per centimeter at 25 degrees Celsius, and pH ranged from 1.2 to 8.8. Specific conductance, hardness, and concentrations of major ions and dissolved solids were highest in tributaries affected by mining. The pH was lowest in the same tributaries. Concentrations of iron, manganese, and sulfate in water samples and chlordane, DDT, and PCB 's in streambed samples exceeded water-quality limits set by the U.S. Environmental Protection Agency. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8035","usgsCitation":"Bobo, L.L., and Peters, C.A., 1980, Water-quality assessment of the Cypress Creek watershed, Warrick County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 80-35, iv, 67 p. , https://doi.org/10.3133/wri8035.","productDescription":"iv, 67 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":157630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0035/report-thumb.jpg"},{"id":369706,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0035/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Warrick","otherGeospatial":"Cypress Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-87.3169,38.2459],[-87.2981,38.246],[-87.2985,38.2319],[-87.073,38.2323],[-87.0728,38.2065],[-87.0166,38.2063],[-87.0165,38.1215],[-87.0733,38.1222],[-87.0727,38.1181],[-87.0727,38.1167],[-87.072,38.1072],[-87.0761,38.1049],[-87.0761,38.1022],[-87.0737,38.1013],[-87.0743,38.0977],[-87.0748,38.0963],[-87.0789,38.0936],[-87.0818,38.0899],[-87.0853,38.089],[-87.0882,38.0849],[-87.0894,38.084],[-87.0911,38.0799],[-87.0928,38.0749],[-87.0928,38.0686],[-87.0974,38.0609],[-87.0979,38.0568],[-87.0938,38.0559],[-87.0909,38.0555],[-87.0879,38.0527],[-87.0885,38.0491],[-87.0926,38.0491],[-87.0949,38.0482],[-87.1019,38.0468],[-87.1148,38.0472],[-87.1253,38.0439],[-87.1271,38.0476],[-87.1312,38.0498],[-87.133,38.0552],[-87.1476,38.0592],[-87.1534,38.0547],[-87.151,38.0461],[-87.1568,38.0401],[-87.1562,38.037],[-87.1538,38.0356],[-87.1544,38.032],[-87.1573,38.0297],[-87.1597,38.0329],[-87.1631,38.032],[-87.1661,38.0301],[-87.166,38.0279],[-87.1543,38.0257],[-87.1526,38.0239],[-87.1531,38.0193],[-87.1572,38.017],[-87.1695,38.0183],[-87.1694,38.0129],[-87.1729,38.0097],[-87.1752,38.007],[-87.1833,38.0028],[-87.1862,37.9965],[-87.192,37.9928],[-87.1949,37.9887],[-87.2123,37.9777],[-87.2216,37.9723],[-87.2239,37.9727],[-87.2303,37.9654],[-87.2285,37.9627],[-87.2296,37.9572],[-87.2313,37.9523],[-87.2336,37.9509],[-87.2383,37.9504],[-87.2406,37.9527],[-87.2464,37.9454],[-87.2499,37.9435],[-87.2678,37.9257],[-87.2684,37.8754],[-87.2767,37.8813],[-87.2884,37.8889],[-87.3002,37.8956],[-87.3027,37.8967],[-87.3058,37.8979],[-87.3205,37.9046],[-87.3312,37.9094],[-87.3374,37.9111],[-87.3434,37.9128],[-87.3668,37.9258],[-87.3759,37.9309],[-87.384,37.9349],[-87.3899,37.9375],[-87.3943,37.9392],[-87.4166,37.9442],[-87.4193,37.9443],[-87.4324,37.9445],[-87.446,37.9416],[-87.4512,37.9394],[-87.4501,38.0373],[-87.4729,38.0371],[-87.4711,38.1242],[-87.4676,38.1242],[-87.4676,38.1655],[-87.4663,38.2035],[-87.3557,38.2048],[-87.317,38.2051],[-87.3167,38.2314],[-87.3169,38.2459]]]},\"properties\":{\"name\":\"Warrick\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6eb4","contributors":{"authors":[{"text":"Bobo, Linda L.","contributorId":104053,"corporation":false,"usgs":true,"family":"Bobo","given":"Linda","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196046,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peters, Charles A. capeters@usgs.gov","contributorId":214,"corporation":false,"usgs":true,"family":"Peters","given":"Charles","email":"capeters@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":196045,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24984,"text":"pp1175 - 1980 - Geological Survey research 1980","interactions":[],"lastModifiedDate":"2025-01-07T19:28:58.534801","indexId":"pp1175","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":"1175","title":"Geological Survey research 1980","docAbstract":"<p>A<span> summary of recent significant scientific and economic results accompanied by a list of geologic, hydrologic, and cartographic investigations in progress.</span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1175","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Geological Survey research 1980: U.S. Geological Survey Professional Paper 1175, ix, 459 p., https://doi.org/10.3133/pp1175.","productDescription":"ix, 459 p.","numberOfPages":"469","costCenters":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true},{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"links":[{"id":403861,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_93006.htm","text":"Westward streamflow in Miocene of west-central Nevada","linkFileType":{"id":5,"text":"html"}},{"id":121803,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1175/report-thumb.jpg"},{"id":53969,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1175/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":465798,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_93007.htm","text":"Trace-element patterns in spatially related plutonic differentiation suites","linkFileType":{"id":5,"text":"html"}},{"id":465799,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_93008.htm","text":"Mineral-resource assessment of the Big Frog Wilderness Study Area, Tennessee and Georgia","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e979","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":529145,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24845,"text":"ofr80564 - 1980 - Planning report for the southwest alluvial basins (east) regional aquifer-system analysis, parts of Colorado, New Mexico, and Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:13","indexId":"ofr80564","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":"80-564","title":"Planning report for the southwest alluvial basins (east) regional aquifer-system analysis, parts of Colorado, New Mexico, and Texas","docAbstract":"The study of the Southwest alluvial basins (east) will involve an analysis of the regional aquifer system in parts of Colorado, New Mexico, and Texas. This area has been divided into 22 basins. The study of the alluvial aquifer-system will be made in the following stages: (1) project planning, (2) literature searches, (3) compiling existing data, (4) data collection, (5) basin modeling, (6) regional aquifer modeling, and (7) reports. The regional aquifer study will be accomplished through studying each of the 22 basins. Data compilation and limited data collection will be part of each basin study. Digital computer models will be made for those basins where data are sufficient. A regional aquifer model will be developed from the basin models. In addition to this report, there will be basin hydrology reports and the final regional report. Included in the final report will be a description of the regional hydrology and geology. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division ;\r\nFor sale by Open-file Services Section, Branch of Distribution, U.S. Geological Survey,","doi":"10.3133/ofr80564","issn":"0094-9140","usgsCitation":"Wilkins, D.W., Scott, W.B., and Kaehler, C., 1980, Planning report for the southwest alluvial basins (east) regional aquifer-system analysis, parts of Colorado, New Mexico, and Texas: U.S. Geological Survey Open-File Report 80-564, iv, 43 p. ill. ;28 cm., https://doi.org/10.3133/ofr80564.","productDescription":"iv, 43 p. ill. ;28 cm.","costCenters":[],"links":[{"id":157126,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0564/report-thumb.jpg"},{"id":53845,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0564/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68535f","contributors":{"authors":[{"text":"Wilkins, D. W.","contributorId":97471,"corporation":false,"usgs":true,"family":"Wilkins","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":192675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, W. B.","contributorId":87887,"corporation":false,"usgs":true,"family":"Scott","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":192674,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kaehler, C. A.","contributorId":59469,"corporation":false,"usgs":true,"family":"Kaehler","given":"C. A.","affiliations":[],"preferred":false,"id":192673,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":24789,"text":"ofr791530 - 1980 - Ground-water hydrology of the Sagebrush Flat area as related to the discharge of Rattlesnake Springs, Grant and Douglas counties, Washington","interactions":[],"lastModifiedDate":"2019-05-10T14:20:31","indexId":"ofr791530","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":"79-1530","title":"Ground-water hydrology of the Sagebrush Flat area as related to the discharge of Rattlesnake Springs, Grant and Douglas counties, Washington","docAbstract":"<p>In 1978, the U.S. Geological Survey, in cooperation with the State of Washington Department of Ecology, investigated the hydrology of the Sagebrush Flat area as it relates to Rattlesnake Springs. </p><p>Rattlesnake Springs and all known wells on Sagebrush Flat obtain water from basalt aquifers. The wells tap aquifers at or below the altitude of the spring discharge.</p><p>Water levels in some wells on Sagebrush Flat, and in a well 27 miles to the northeast in an area of no ground-water development, show slight fluctuations that may correspond to annual variations in precipitation. However, hydrographs of most wells on Sagebrush Flat show water-level declines and rises that correspond with the beginning and end of the pumping season. The discharge of Rattlesnake Springs started to decrease at about the beginning of the 1978 pumping season and did not start to increase until after most pumping was stopped.<br></p><p>The water level in deep aquifers beneath Sagebrush Flat is at a lower altitude than in shallow aquifers, and water moves down well boreholes from shallow aquifers to deeper aquifers. This downward movement of water diverts ground water that is moving toward natural discharge points such as Rattlesnake Springs, thereby decreasing the discharge at these points. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791530","issn":"0094-9140","collaboration":"Prepared in cooperation with the State of Washington Department of Ecology","usgsCitation":"Walters, K., 1980, Ground-water hydrology of the Sagebrush Flat area as related to the discharge of Rattlesnake Springs, Grant and Douglas counties, Washington: U.S. Geological Survey Open-File Report 79-1530, v, 27 p., https://doi.org/10.3133/ofr791530.","productDescription":"v, 27 p.","costCenters":[],"links":[{"id":157338,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1530/report-thumb.jpg"},{"id":363686,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1530/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Washington","county":"Douglas County, Grant County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120,\n              47.25\n            ],\n            [\n              -119.25,\n              47.25\n            ],\n            [\n              -119.25,\n              47.45\n            ],\n            [\n              -120,\n              47.45\n            ],\n            [\n              -120,\n              47.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66722a","contributors":{"authors":[{"text":"Walters, K.L.","contributorId":105765,"corporation":false,"usgs":true,"family":"Walters","given":"K.L.","affiliations":[],"preferred":false,"id":192569,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24642,"text":"ofr80346 - 1980 - Delineation of ground-water contributing areas of streams of southwest Suffolk County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"ofr80346","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":"80-346","title":"Delineation of ground-water contributing areas of streams of southwest Suffolk County, New York","docAbstract":"The hydrologic system of southwest Suffolk County consists of two major components--a deep, southward-flowing ground-water system bounded on the north by Long Islands ' regional ground-water divide and on the south by the south-shore bays and ocean, and an overlying series of shallow ground-water flow systems that are separated from one another by north-south-trending interstream water-table divides. The shallow flow systems are the source of base flow to all streams on the island. The ground-water-contributing areas of southwest Suffolk County 's 21 streams are delineated on a map. The drainage-divide locations were derived from a 1975 water-table map on the assumption that flow in the shallow flow systems is two dimensional (horizontal). This assumption is valid for the southern part of the area (adjacent to flowing streams), but, because the direction of flow in the northern part, near the regional ground-water divide, is mainly downward, the delineations for the northern part are only inferred. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80346","issn":"0094-9140","usgsCitation":"Sulam, D.J., 1980, Delineation of ground-water contributing areas of streams of southwest Suffolk County, New York (WRI/OFR): U.S. Geological Survey Open-File Report 80-346, iii, 7 p. :2 maps ;28 cm., https://doi.org/10.3133/ofr80346.","productDescription":"iii, 7 p. :2 maps ;28 cm.","costCenters":[],"links":[{"id":157938,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab4e4b07f02db66ff34","contributors":{"authors":[{"text":"Sulam, Dennis J.","contributorId":34148,"corporation":false,"usgs":true,"family":"Sulam","given":"Dennis","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":192308,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24534,"text":"ofr80680 - 1980 - Hydrology of the Chicod Creek basin, North Carolina, prior to channel improvements","interactions":[],"lastModifiedDate":"2016-12-14T11:49:47","indexId":"ofr80680","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":"80-680","title":"Hydrology of the Chicod Creek basin, North Carolina, prior to channel improvements","docAbstract":"Extensive modification and excavation of stream channels in the 6-square mile Chicod Creek basin began in mid-1979 to reduce flooding and improve stream runoff conditions. The effects of channel improvements on this Coastal Pain basin 's hydrology will be determined from data collected prior to, during, and for several years following channel alternations. This report summarizes the findings of data collected prior to these improvements. During the 3-year study period, flow data collected from four stream gaging stations in the basin show that streams are dry approximately 10 percent of the time. Chemical analyses of water samples from the streams and from eight shallow groundwater observation wells indicate that water discharge from the surficial aquifer is the primary source of streamflow during rainless periods. Concentrations of Kjeldahl nitrogen, total nitrogen, and total phosphorus were often 5 to 10 times greater at Chicod Creek sites than those at nearby baseline sites. It is probable that runoff from farming and livestock operations contributes significantly to these elevated concentrations in Chicod Creek. The only pesticides detected in stream water were low levels of DDT and dieldrin, which occurred during storm runoff. A much wider range of pesticides, however, are found associated with streambed materials. The ratio of fecal coliform counts to those of fecal streptococcus indicate that the streams receive fecal wastes from livestock and poultry operations.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80680","issn":"0094-9140","usgsCitation":"Simmons, C.E., and Aldridge, M.C., 1980, Hydrology of the Chicod Creek basin, North Carolina, prior to channel improvements: U.S. Geological Survey Open-File Report 80-680, v, 32 p.  ill., maps ;28 cm., https://doi.org/10.3133/ofr80680.","productDescription":"v, 32 p.  ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":275930,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0680/report.pdf"},{"id":155544,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0680/report-thumb.jpg"}],"country":"United States","state":"North Carolina","otherGeospatial":"Chicod Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.37876892089844,\n              35.45283961767315\n            ],\n            [\n              -77.37876892089844,\n              35.67570522138987\n            ],\n            [\n              -77.069091796875,\n              35.67570522138987\n            ],\n            [\n              -77.069091796875,\n              35.45283961767315\n            ],\n            [\n              -77.37876892089844,\n              35.45283961767315\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601f65","contributors":{"authors":[{"text":"Simmons, Clyde E.","contributorId":71528,"corporation":false,"usgs":true,"family":"Simmons","given":"Clyde","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":192099,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Aldridge, Mary C.","contributorId":7734,"corporation":false,"usgs":true,"family":"Aldridge","given":"Mary","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":192098,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24313,"text":"ofr80970 - 1980 - Quality of surface water in the coal-mining region, southwestern Indiana, March and May 1979","interactions":[],"lastModifiedDate":"2016-06-22T08:33:43","indexId":"ofr80970","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":"80-970","title":"Quality of surface water in the coal-mining region, southwestern Indiana, March and May 1979","docAbstract":"<p>On August 3, 1977, the Surface Mine Control and Reclamation Act, Public Law 95-87 (the Act) was enacted by the 95th Congress. Under Section 507(b)(11) of the Act, an appropriate Federal or State agency must provide applicants for coal-mining permits hydrologic and water-quality information for the general use of proposed mining. To help meet the goals of the Act, the U.S. Geological Survey is designing a data-collection network in the coal-mining region of southwestern Indiana. The purpose of the network is to provide hydrologic and water-quality data on the ' general area ' for coal-mining permits. Because of the large size of the study area and the lack of hydrologic and water-quality data, a preliminary assessment is being done to determine the factors that affect water quality in the coal-mining region. This information will be used in designing a data network that will (1) provide the hydrologic and water-quality data needed by applicants for coal-mining permits and (2) determine the major factors that affect water quality. Reconnaissance data were collected at 293 sites in March, and hydrologic and water-quality data were collected at 84 synoptic sampling sites in May. (Synoptic sampling is the virtually simultaneous collection of data at specific sites.) In the reconnaissance, pH, specific conductance, dissolved-oxygen concentration, temperature, and Eh of streams were measured on site to provide general water-quality data. In the synoptic sampling, the preceding characteristics, as well as concentrations of various dissolved and suspended constituents of stream water and concentrations of heavy metals on streambed materials, were determined.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr80970","issn":"0094-9140","usgsCitation":"Renn, D.E., Ragone, S.E., and Wilber, W.G., 1980, Quality of surface water in the coal-mining region, southwestern Indiana, March and May 1979: U.S. Geological Survey Open-File Report 80-970, v, 69 p. :maps ;28 cm., https://doi.org/10.3133/ofr80970.","productDescription":"v, 69 p. :maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":156272,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United 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,{"id":24134,"text":"ofr80596 - 1980 - Ground-water quality in North Idaho","interactions":[],"lastModifiedDate":"2022-10-26T20:14:24.091659","indexId":"ofr80596","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":"80-596","title":"Ground-water quality in North Idaho","docAbstract":"<p>From July 1977 to May 1978, water samples were collected from 116 wells north of the Palouse River in Idaho to define water-quality conditions, on a reconnaissance level, in major aquifers. Geologic and hydrologic data were combined with water-quality data to develop an understanding of factors affecting present and future groundwater quality. Samples were analyzed for 16 major chemical constituents, selected metallic trace elements, pH, specific conductance, water temperature, and total- and fecal-coliform bacteria. Locally, concentrations of dissolved solids, nitrite plus nitrate, iron, and cadmium exceeded mandatory or recommended limits established for public water supplies. Hardness exceeding 300 milligrams per liter may restrict groundwater use esthetically or economically. Groundwater quality is adequate and quantity is sufficient to meet population and economic demands as of 1978.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80596","usgsCitation":"Parliman, D., Seitz, H.R., and Jones, M., 1980, Ground-water quality in North Idaho (WRI/OFR): U.S. Geological Survey Open-File Report 80-596, iii, 39 p., https://doi.org/10.3133/ofr80596.","productDescription":"iii, 39 p.","costCenters":[],"links":[{"id":53285,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0596/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53284,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0596/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53286,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0596/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":408773,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11702.htm","linkFileType":{"id":5,"text":"html"}},{"id":157275,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0596/report-thumb.jpg"}],"country":"United States","state":"Idaho","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -117.034,\n              49\n            ],\n            [\n              -117.034,\n              46.846\n            ],\n            [\n              -115,\n              46.846\n            ],\n            [\n              -115,\n              49\n            ],\n            [\n              -117.034,\n              49\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d65d","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":191380,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seitz, Harold R.","contributorId":61814,"corporation":false,"usgs":true,"family":"Seitz","given":"Harold","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":191379,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jones, Michael L.","contributorId":7219,"corporation":false,"usgs":false,"family":"Jones","given":"Michael L.","affiliations":[{"id":6590,"text":"Department of Fisheries and Wildlife, Michigan State University","active":true,"usgs":false}],"preferred":false,"id":191378,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":23933,"text":"ofr801195 - 1980 - Hydrologic monitoring program in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough counties, Florida, 1978","interactions":[],"lastModifiedDate":"2013-08-02T08:00:06","indexId":"ofr801195","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":"80-1195","title":"Hydrologic monitoring program in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough counties, Florida, 1978","docAbstract":"This report describes the observation-well network in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough Counties, Florida. Data obtained in 1978 from the network in and adjacent to the two well fields, as well as rainfall and pumpage records, are presented. The Southwest Florida Water Management District has established regulatory water-level limits in four observation wells and water-quality limits in three observation wells. Water levels dropped below regulatory limits in the spring of 1978 in three wells. Chloride concentrations in 1978 remained above regulatory limits for the entire year in one well and exceeded the limit during the late spring in the other two deep wells, both west of Eldridge-Wilde well field. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr801195","issn":"0094-9140","usgsCitation":"Mills, L.R., 1980, Hydrologic monitoring program in Eldridge-Wilde and East Lake Road well-field areas, Pinellas and Hillsborough counties, Florida, 1978: U.S. Geological Survey Open-File Report 80-1195, iv, 27 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr801195.","productDescription":"iv, 27 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":156575,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1195/report-thumb.jpg"},{"id":275925,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1195/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606973","contributors":{"authors":[{"text":"Mills, L. R.","contributorId":26281,"corporation":false,"usgs":true,"family":"Mills","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":190997,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23423,"text":"ofr80750 - 1980 - Appraisal of ground-water resources in the San Antonio Creek Valley, Santa Barbara County, California","interactions":[],"lastModifiedDate":"2022-08-16T21:39:59.411695","indexId":"ofr80750","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":"80-750","title":"Appraisal of ground-water resources in the San Antonio Creek Valley, Santa Barbara County, California","docAbstract":"<p>A nearly threefold increase in demand for water in the 154-square-mile San Antonio Creek valley in California during the period 1958-77 has increased the potential for overdraft on the ground-water basin. The hydrologic budget for this period showed a perennial yield of about 9,800 acre-feet per year and an annual ground-water discharge of about 11,400 acre-feet per year, comprising net pumpage of 7,100 acre-feet, phreatophyte evapotranspiration of 3,000 acre-feet, and base streamflow of 1 ,300 acre-feet. The base flow in San Antonio Creek could diminish to zero when net pumpage reaches 13,500 acre-feet per year. The environmentally sensitive marshland area of Barka Slough may then become stressed as water normally lost through evapotranspiration is captured by pumpage. The aquifer consists of alluvial valley fill that ranges in thickness from 0 to 3,500 feet. Ground water moves seaward from recharge areas along mountain fronts to a consolidated rock barrier about 5 miles east of the Pacific coast. Upwelling of ground water just east of the barrier has resulted in the 550-acre Barka Slough. Transmissivity of the aquifer ranges from 2,600 to 34,000 feet squared per day, with the lowest values occurring in the central part of the valley where the aquifer is thickest but probably finer grained. The salinity problems are increasing in the agricultural parts of the valley, which is east of the barrier. West of the barrier, stream and ground-water quality is poor, owing to seepage of saline water from the marine shale that underlies the area at shallow depths. A proposed basinwide monitoring program includes 17 water-level sites, 12 water-quality sampling sites, 3 streamflow measuring sites, and periodic infrared aerial photography of Barka Slough. A computer model of the ground-water flow system could be developed to assess the impact of various water-management alternatives.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80750","usgsCitation":"Hutchinson, C.B., 1980, Appraisal of ground-water resources in the San Antonio Creek Valley, Santa Barbara County, California (WRI/OFR): U.S. Geological Survey Open-File Report 80-750, iv, 48 p., https://doi.org/10.3133/ofr80750.","productDescription":"iv, 48 p.","costCenters":[],"links":[{"id":52752,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0750/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157478,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0750/report-thumb.jpg"},{"id":405235,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11757.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"California","county":"Santa Barbara County","otherGeospatial":"San Antonio Creek Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.646,\n              34.678\n            ],\n            [\n              -120.112,\n              34.678\n            ],\n            [\n              -120.112,\n              34.853\n            ],\n            [\n              -120.646,\n              34.853\n            ],\n            [\n              -120.646,\n              34.678\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a394","contributors":{"authors":[{"text":"Hutchinson, C. B.","contributorId":94655,"corporation":false,"usgs":true,"family":"Hutchinson","given":"C.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":190078,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22292,"text":"ofr80222 - 1980 - Water-resources investigations of the U.S. Geological Survey in Montana, October 1979 through September 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:07:58","indexId":"ofr80222","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":"80-222","title":"Water-resources investigations of the U.S. Geological Survey in Montana, October 1979 through September 1980","docAbstract":"This report describes water-resources investigations of the U.S. Geological Survey in Montana, October 1979 through September 1980. Programs consist of (1) collecting hydrologic data on a continuing basis, (2) conducting water-resources appraisals of surface and ground water, (3) conducting supportive research in hydrology and related fields, (4) disseminating water data and results of investigations to the public, (5) coordinating acquisition of water data by Federal agencies, and (6) providing technical assistance in hydrologic fields to other government agencies. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80222","issn":"0094-9140","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Water-resources investigations of the U.S. Geological Survey in Montana, October 1979 through September 1980: U.S. Geological Survey Open-File Report 80-222, iv, 49 p. ill., maps ;26 cm., https://doi.org/10.3133/ofr80222.","productDescription":"iv, 49 p. ill., maps ;26 cm.","costCenters":[],"links":[{"id":155211,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":94498,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015048181427?urlappend=%3Bseq=1"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9c77","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":529099,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17976,"text":"ofr80208 - 1980 - Hydrology of Jumper Creek Canal basin, Sumter County, Florida","interactions":[],"lastModifiedDate":"2022-10-24T18:59:01.217381","indexId":"ofr80208","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":"80-208","title":"Hydrology of Jumper Creek Canal basin, Sumter County, Florida","docAbstract":"<p>In 1960, floods caused extensive damage to agribusiness in Jumper Creek Canal basin. In 1962, a plan was developed for a proposed project to reduce the threat of floods. In 1976, a study of the hydrology of the basin was proposed to help evaluate this plan and to serve as a basis for its modification; the study was conducted from October 1976 through September 1977.</p><p>Jumper Creek Canal drains a basin of 83 square miles in which the average yearly rainfall is about 53 inches. Average runoff from the upper 40 square miles of the basin is estimated to be about 30 cubic feet per second or 10 inches per year. Evapotranspiration is estimated to be about 37 inches per year. Variation in runoff from Jumper Creek Canal is much less than that from most other basins in west-central Florida because of large storage capacity in the basin both on the surface and in the ground.</p><p>Limestone in Jumper Creek Canal basin is covered by a veneer of sand and clays which ranges in thickness from 0 to 10 feet. The study indicates that most of the base flow in the canal enters the canal east of the site of the proposed water-control structure number 5 and that the discharge in the canal at State Highway 475 has been about the same relative to rainfall in the basin since 1963 whether the base flow was derived entirely from natural inseepage or partly from mine pumpage.</p><p>The study shows that implementation of the proposed project will result in (1) a decrease in surface outflow, (2) an increase in subsurface outflow, (3) a rise in the potentiometric surface of the Floridan aquifer near the canal and (4) a tendency to increase evapotranspiration and the magnitude of floods in the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80208","collaboration":"Prepared in cooperation with the Sumter County Recreation and Water Conservation and Control Authority and the U.S. Department of Agriculture Soil Conservation Service","usgsCitation":"Anderson, W., 1980, Hydrology of Jumper Creek Canal basin, Sumter County, Florida: U.S. Geological Survey Open-File Report 80-208, v, 41 p., https://doi.org/10.3133/ofr80208.","productDescription":"v, 41 p.","costCenters":[],"links":[{"id":408664,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0208/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151018,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0208/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Sumter County","otherGeospatial":"Jumper Creek Canal","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.333,\n              28.5\n            ],\n            [\n              -81.917,\n              28.5\n            ],\n            [\n              -81.917,\n              28.917\n            ],\n            [\n              -82.333,\n              28.917\n            ],\n            [\n              -82.333,\n              28.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e83a","contributors":{"authors":[{"text":"Anderson, Warren","contributorId":7712,"corporation":false,"usgs":true,"family":"Anderson","given":"Warren","affiliations":[],"preferred":false,"id":178312,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17489,"text":"ofr80435 - 1980 - Planning and design of studies for river-quality assessment in the Truckee and Carson River basins, California and Nevada","interactions":[],"lastModifiedDate":"2019-06-28T15:39:31","indexId":"ofr80435","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":"80-435","title":"Planning and design of studies for river-quality assessment in the Truckee and Carson River basins, California and Nevada","docAbstract":"The objectives of the Geological Survey 's river-quality assessment in the Truckee and Carson River basins in California and Nevada are to identify the significant resource management problems; to develop techniques to assess the problems; and to effectively communicate results to responsible managers. Six major elements of the assessment to be completed by October 1981 are (1) a detailing of the legal, institutional, and structural development of water resources in the basins and the current problems and conflicts; (2) a compilation and synthesis of the physical hydrology of the basins; (3) development of a special workshop approach to involve local management in the direction and results of the study; (4) development of a comprehensive streamflow model emcompassing both basins to provide a quantitative hydrologic framework for water-quality analysis; (5) development of a water-quality transport model for selected constituents and characteristics on selected reaches of the Truckee River; and (6) a detailed examination of selected fish habitats for specified reaches of the Truckee River. Progress will be periodically reported in reports, maps, computer data files, mathematical models, a bibliography, and public presentations. In building a basic framework to develop techniques, the basins were viewed as a single hydrologic unit because of interconnecting diversion structures. The framework comprises 13 hydrographic subunits to facilitate modeling and sampling. Several significant issues beyond the scope of the assessment were considered as supplementary proposals; water-quality loadings in Truckee and Carson Rivers, urban runoff in Reno and management alternatives, and a model of limnological processes in Lahontan Reservoir. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr80435","usgsCitation":"Nowlin, J.O., Brown, W., Smith, L.H., and Hoffman, R., 1980, Planning and design of studies for river-quality assessment in the Truckee and Carson River basins, California and Nevada: U.S. Geological Survey Open-File Report 80-435, vii, 81 p. , https://doi.org/10.3133/ofr80435.","productDescription":"vii, 81 p. ","numberOfPages":"88","costCenters":[],"links":[{"id":149079,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0435/report-thumb.jpg"},{"id":365233,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0435/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California, 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,{"id":55219,"text":"wdrIA791 - 1980 - Water resources data for Iowa, water year 1979","interactions":[],"lastModifiedDate":"2016-03-02T13:18:00","indexId":"wdrIA791","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":"IA-79-1","title":"Water resources data for Iowa, water year 1979","docAbstract":"<p>This report was prepared by personnel of the Iowa district of&nbsp;the Water Resources Division of the U.S. Geological Survey under&nbsp;the supervision of D. K. Leifeste, District Chief, and Alfred&nbsp;Clebsch, Jr., Regional Hydrologist, Central Region. It was done&nbsp;in cooperation with the State of Iowa and with other agencies.</p>\n<p>This report is one of a series issued by Iowa. 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,{"id":15742,"text":"ofr80217 - 1980 - Selected hydrologic data from the vicinity of Rayburns and Vacherie salt domes, northern Louisiana salt-dome basin","interactions":[],"lastModifiedDate":"2024-01-19T20:15:18.847804","indexId":"ofr80217","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":"80-217","title":"Selected hydrologic data from the vicinity of Rayburns and Vacherie salt domes, northern Louisiana salt-dome basin","docAbstract":"<p>The U.S. Department of Energy is considering salt domes in northern Louisiana as possible sites for storage of nuclear waste from commercial sources. As part of this National Waste Terminal Storage (NWTS) Program, the U.S. Geological Survey is conducting a regional study of the geohydrology of the northern Louisiana salt-dome basin. Field studies involving the collection of data began in 1977. Data-collection networks were established for both ground- and surface-water sources in the vicinity of two salt domes, Rayburns and Vacherie.</p><p>Ground-water data collection involved measuring water levels and sampling existing production wells and test wells drilled by the Louisiana State University Institute for Environmental Studies. Samples were analyzed for one or more of the following categories of chemical constituents: inorganic, trace metal, and radiochemical.</p><p>A network of surface-water stations was set up for measuring discharge and collecting periodic samples. Initial sampling was for analysis for inorganic chemical constituents and radioactive elements. Subsequent sampling has been to determine inorganic chemical constituents.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80217","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Ryals, G., and Hosman, R., 1980, Selected hydrologic data from the vicinity of Rayburns and Vacherie salt domes, northern Louisiana salt-dome basin: U.S. Geological Survey Open-File Report 80-217, v, 17 p., https://doi.org/10.3133/ofr80217.","productDescription":"v, 17 p.","costCenters":[],"links":[{"id":424629,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0217/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146499,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0217/report-thumb.jpg"}],"country":"United States","state":"Louisiana","otherGeospatial":"northern Louisiana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -94.0343293769602,\n              33.027959222556746\n            ],\n            [\n              -94.0343293769602,\n              32.116029173253324\n            ],\n            [\n              -91.70522781446016,\n              32.116029173253324\n            ],\n            [\n              -91.70522781446016,\n              33.027959222556746\n            ],\n            [\n              -94.0343293769602,\n              33.027959222556746\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db68954c","contributors":{"authors":[{"text":"Ryals, G.N.","contributorId":47374,"corporation":false,"usgs":true,"family":"Ryals","given":"G.N.","email":"","affiliations":[],"preferred":false,"id":171628,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hosman, R. L.","contributorId":42978,"corporation":false,"usgs":true,"family":"Hosman","given":"R.","middleInitial":"L.","affiliations":[],"preferred":false,"id":171627,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70207205,"text":"70207205 - 1980 - Hydrology comes of age: Impact of the International Hydrological Decade","interactions":[],"lastModifiedDate":"2019-12-12T09:33:46","indexId":"70207205","displayToPublicDate":"1980-12-30T09:23:40","publicationYear":"1980","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1578,"text":"Eos, Transactions, American Geophysical Union","onlineIssn":"2324-9250","printIssn":"0096-394","active":true,"publicationSubtype":{"id":10}},"title":"Hydrology comes of age: Impact of the International Hydrological Decade","docAbstract":"<p><span>The IHD (International Hydrological Decade), 1965 to 1974, was conceived as a concerted international effort to bring into focus the badly fragmented subdiscipline of hydrology, to evolve a global perspective on water, and to provide global information on water. Until the last decade or so, hydrology was a laggard science. The science was also fragmented among surface‐water hydrology, agricultural hydrology, groundwater hydrology, oceanology, hydrometeorology, and hydrogeochemistry. All these disciplines were bona fide members of the hydrological family, but there was little interchange, so there was no central focus for the science as a whole. ©1980. American Geophysical Union. All Rights Reserved.</span></p>","language":"English","publisher":"American Geophysical Union","doi":"10.1029/EO061i053p01241","issn":"00963941","usgsCitation":"Nace, R.L., 1980, Hydrology comes of age: Impact of the International Hydrological Decade: Eos, Transactions, American Geophysical Union, v. 61, no. 53, p. 1241-1241, https://doi.org/10.1029/EO061i053p01241.","productDescription":"1 p. ","startPage":"1241","endPage":"1241","costCenters":[],"links":[{"id":370199,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"61","issue":"53","noUsgsAuthors":false,"publicationDate":"2011-06-03","publicationStatus":"PW","contributors":{"authors":[{"text":"Nace, R. L.","contributorId":11332,"corporation":false,"usgs":true,"family":"Nace","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":777272,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70185555,"text":"70185555 - 1980 - Geology and hydrology for environmental planning in Washtenaw County, Michigan","interactions":[],"lastModifiedDate":"2017-03-23T15:21:04","indexId":"70185555","displayToPublicDate":"1980-09-22T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Geology and hydrology for environmental planning in Washtenaw County, Michigan","docAbstract":"<p>Washteaw County is underlain by glacial deposits that range in thickness from about 50 feet to about 450 feet. Underlying the glacial deposits are sedimentary rocks of Mississippian and Devonian age. The youngest of these rocks are the sandstones of the Marshall Formation in the western part of the county;&nbsp; the oldest are the limestones of the Detroit River Group in the southeast corner.</p><p>Sand and gravel deposits in some places in the county may yield more than 500 gallons per minute of water. Approximately 50 percent of the wells tapping the Marshall Formation, the most reliable bedrock aquifer, can yield as much as 60 gallons per minute.</p><p>Washtenaw County has sand and gravel deposits that are more than 50 feet thick. The deposits are mined in several areas and are of economic importance. In addition, there may be potential for peat production in the western part of the county and for clay production in the eastern part.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/70185555","collaboration":"Prepared in cooperation with the Michigan Department of Natural Resources","usgsCitation":"Fleck, W.B., 1980, Geology and hydrology for environmental planning in Washtenaw County, Michigan: Open-File Report, iv, 23 p., https://doi.org/10.3133/70185555.","productDescription":"iv, 23 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":338212,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Michigan","county":"Washtenaw County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-83.553,42.4351],[-83.5492,42.3486],[-83.5417,42.1744],[-83.5399,42.0853],[-83.6563,42.0833],[-83.7763,42.0823],[-83.8927,42.0797],[-84.0164,42.0789],[-84.0165,42.0749],[-84.1353,42.073],[-84.136,42.1611],[-84.1319,42.2483],[-84.132,42.3356],[-84.1333,42.4238],[-84.0196,42.423],[-83.9065,42.4249],[-83.7864,42.4288],[-83.6669,42.4312],[-83.553,42.4351]]]},\"properties\":{\"name\":\"Washtenaw\",\"state\":\"MI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58d4df18e4b05ec79911d205","contributors":{"authors":[{"text":"Fleck, William B.","contributorId":17587,"corporation":false,"usgs":true,"family":"Fleck","given":"William","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":685944,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70012250,"text":"70012250 - 1980 - Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming","interactions":[],"lastModifiedDate":"2025-04-10T22:52:31.591695","indexId":"70012250","displayToPublicDate":"1980-04-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming","docAbstract":"<p>The effective discharge is defined as the increment of discharge that transports the largest fraction of the annual sediment load over a period of years. Increments of the average annual total sediment load transported by various discharges were calculated by the flow-duration, sediment-transport-curve method for 15 gaging stations in the Yampa River basin of Colorado and Wyoming. A total sediment-transport curve was constructed for each gaging station by adding measured instantaneous suspended-sediment discharges to bedload-sediment discharges computed by the Meyer-Peter and Mueller relation. The streamflow durations were compiled from the respective gaging-station records. The quantity of sediment transported by discharges having various frequencies may be computed by combining these two relations. </p><p><span>The 15 gaging stations had diverse hydraulic and sediment characteristics. Contributing drainage area ranged from 51.8 to 9,960 km</span><sup>2</sup><span>, and mean-annual discharge ranged from 0.040 to 43.9 m</span><sup>3</sup><span>/s. The median diameter of bed material ranged from 0.4 to 86 mm. Mean-annual sediment load from the drainage basins studied ranged from 500 to 1.3·10</span><sup>6</sup><span>&nbsp;metric tons per year.</span></p><p><span>The effective discharges at the 15 gaging stations were equaled or exceeded on the average of between 1.5 days per year (0.4% of the time) and 11 days per year (3.0% of the time). The recurrence interval of the effective discharges ranged from 1.18 to 3.26 yr. on the annual flood series. To compare the effective discharge with the bankfull discharge, cross-sections were surveyed in a self-formed reach of the channel in the vicinity of each gaging station. The bankfull discharge was defined as the discharge which filled the channel to the level of the floodplain. At all gaging stations, the effective discharge and the bankfull discharge were nearly equal. Thus, the stream channels appear to be adjusted to their effective discharge.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(80)90084-0","issn":"00221694","usgsCitation":"Andrews, E., 1980, Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming: Journal of Hydrology, v. 46, no. 3-4, p. 311-330, https://doi.org/10.1016/0022-1694(80)90084-0.","productDescription":"20 p.","startPage":"311","endPage":"330","costCenters":[],"links":[{"id":221998,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Colorado, Wyoming","otherGeospatial":"Yampa River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -108.41707723791498,\n              42.36653860091272\n            ],\n            [\n              -108.41707723791498,\n              40.16484781920306\n            ],\n            [\n              -105.58030505960073,\n              40.16484781920306\n            ],\n            [\n              -105.58030505960073,\n              42.36653860091272\n            ],\n            [\n              -108.41707723791498,\n              42.36653860091272\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"46","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0632e4b0c8380cd51146","contributors":{"authors":[{"text":"Andrews, E.D.","contributorId":13922,"corporation":false,"usgs":true,"family":"Andrews","given":"E.D.","email":"","affiliations":[],"preferred":false,"id":363090,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23595,"text":"ofr801207 - 1980 - Water-resources investigations, Collier County, Florida","interactions":[],"lastModifiedDate":"2022-01-05T15:17:00.087609","indexId":"ofr801207","displayToPublicDate":"1980-01-01T22:05:00","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":"80-1207","title":"Water-resources investigations, Collier County, Florida","docAbstract":"Early water-resources investigations in Collier County, Fla., were related to saltwater intrusion in Naples. With the advent of canal drainage and land reclamation farther inland, investigations were directed at effects of canals on water resources and the environment. High on the list of investigative needs are: (1) areal and vertical delineation of the shallow aquifer, the prime source of freshwater; (2) delineation of areas of poor quality ground water and the sources of the poor quality; (3) establishment of network of hydrologic data stations; and (4) determination of the relation between canals and the shallow aquifer. 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href=\"https://www.usgs.gov/centers/car-fl-water\" data-mce-href=\"https://www.usgs.gov/centers/car-fl-water\">Caribbean-Florida Water Science Center</a><br>U.S. Geological Survey<br>3321 College Avenue<br>Davie, FL 33314</p><p><a href=\"../contact\" data-mce-href=\"../contact\">Contact Pubs Warehouse</a></p>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4df9","contributors":{"authors":[{"text":"Klein, Howard","contributorId":62189,"corporation":false,"usgs":true,"family":"Klein","given":"Howard","email":"","affiliations":[],"preferred":false,"id":190379,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70012188,"text":"70012188 - 1980 - The mass balance approach: application to interpreting the chemical evolution of hydrologic systems","interactions":[],"lastModifiedDate":"2019-12-06T07:08:14","indexId":"70012188","displayToPublicDate":"1980-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":732,"text":"American Journal of Science","active":true,"publicationSubtype":{"id":10}},"title":"The mass balance approach: application to interpreting the chemical evolution of hydrologic systems","docAbstract":"<p>Mass balance calculations are applied to observed chemical and isotopic data of three natural water systems involving carbonate reactions in order to define mineral stoichiometry of reactants and products, relative rates of reactions, and mass transfer. One study evaluates reactions in a lagoon on the east coast of the Yucatan Peninsula, Mexico.</p>","language":"English","publisher":"ASJ","doi":"10.2475/ajs.280.2.130","issn":"00029599","usgsCitation":"Plummer, N., and Back, W., 1980, The mass balance approach: application to interpreting the chemical evolution of hydrologic systems: American Journal of Science, v. 280, no. 2, p. 130-142, https://doi.org/10.2475/ajs.280.2.130.","productDescription":"13 p. ","startPage":"130","endPage":"142","numberOfPages":"13","costCenters":[],"links":[{"id":488827,"rank":1,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.2475/ajs.280.2.130","text":"Publisher Index Page"},{"id":222059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"Mexico ","otherGeospatial":"Yucatan Peninsula","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -91.62597656249999,\n              18.114529138838503\n            ],\n            [\n              -86.429443359375,\n              18.114529138838503\n            ],\n            [\n              -86.429443359375,\n              22.471954507739227\n            ],\n            [\n              -91.62597656249999,\n              22.471954507739227\n            ],\n            [\n              -91.62597656249999,\n              18.114529138838503\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"280","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505badbee4b08c986b323dc6","contributors":{"authors":[{"text":"Plummer, Niel 0000-0002-4020-1013 nplummer@usgs.gov","orcid":"https://orcid.org/0000-0002-4020-1013","contributorId":190100,"corporation":false,"usgs":true,"family":"Plummer","given":"Niel","email":"nplummer@usgs.gov","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":362957,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Back, W.","contributorId":33839,"corporation":false,"usgs":true,"family":"Back","given":"W.","email":"","affiliations":[],"preferred":false,"id":362956,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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