{"pageNumber":"4500","pageRowStart":"112475","pageSize":"25","recordCount":165969,"records":[{"id":28926,"text":"wri854065 - 1985 - Time of travel, water quality, and bed-material quality in the Cuyahoga River within the Cuyahoga Valley National Recreation area, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri854065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4065","title":"Time of travel, water quality, and bed-material quality in the Cuyahoga River within the Cuyahoga Valley National Recreation area, Ohio","docAbstract":"Three studies were conducted in the Cuyahoga Valley National Recreation by the U. S. Geological Survey to (1) establish the relationship between time of travel and discharge through the park reach of the Cuyahoga River, (2) characterize water quality of the Cuyahoga River within the park over a 24-hour period, and (3) determine general areas where the streambed might be contaminated by trace metals. Time of Travel between Botzum and Independence is described by the equation T = 46.9-0.038Q, where T = time, in hours, and Q = discharge at Independence, in cubic feet per second. On the main stem of the Cuyahoga River, dissolved-oxygen saturation was highest and ultimate carbonaceous biochemical oxygen demand was lowest on the upstream and downstream ends of the reach. Dissolved-oxygen saturation was more than 80 percent in all the tributaries except Furnace Run, Brandywine Creek, and Langes Run. The number of fecal coliform counts per 100 milliliters of sample was high throughout the study area and ranged from 38 to 1,200,000. Concentrations of all metals and non-metals investigated by means of analysis of bed material were not anomalously high. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854065","usgsCitation":"Childress, C., 1985, Time of travel, water quality, and bed-material quality in the Cuyahoga River within the Cuyahoga Valley National Recreation area, Ohio: U.S. Geological Survey Water-Resources Investigations Report 85-4065, v, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854065.","productDescription":"v, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159157,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4065/report-thumb.jpg"},{"id":57799,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699c31","contributors":{"authors":[{"text":"Childress, C.J.","contributorId":88734,"corporation":false,"usgs":true,"family":"Childress","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":200631,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66680,"text":"i1580 - 1985 - Geologic map of Nantucket and nearby islands, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-10T00:11:16","indexId":"i1580","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1580","subseriesTitle":"NONE","title":"Geologic map of Nantucket and nearby islands, Massachusetts","language":"ENGLISH","doi":"10.3133/i1580","usgsCitation":"Oldale, R.N., 1985, Geologic map of Nantucket and nearby islands, Massachusetts: U.S. Geological Survey IMAP 1580, 1 map :col. ;58 x 66 cm., on sheet 86 x 127 cm., https://doi.org/10.3133/i1580.","productDescription":"1 map :col. ;58 x 66 cm., on sheet 86 x 127 cm.","costCenters":[],"links":[{"id":188648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":106820,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9330.htm","linkFileType":{"id":5,"text":"html"},"description":"9330"}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -70.33333333333333,41.200833333333335 ], [ -70.33333333333333,41.450833333333335 ], [ -69.95083333333334,41.450833333333335 ], [ -69.95083333333334,41.200833333333335 ], [ -70.33333333333333,41.200833333333335 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2ce4","contributors":{"authors":[{"text":"Oldale, R. N.","contributorId":92680,"corporation":false,"usgs":true,"family":"Oldale","given":"R.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":274906,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27712,"text":"wri854300 - 1985 - Quality of water and bed material in streams of Logan Township, Gloucester County, New Jersey, 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri854300","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4300","title":"Quality of water and bed material in streams of Logan Township, Gloucester County, New Jersey, 1984","docAbstract":"The surface water and surficial-bed material at seven stations on three streams in Logan Township, Gloucester County, New Jersey, were sampled in the fall of 1984. Samples of water were analyzed for volatile organic compounds, trace metals, and organochlorine and organophosphorous compounds. Surficial-bed material was analyzed for extractable trace metals and organochlorine compounds. Water samples from two closely spaced sampling locations along Raccoon Creek contained elevated concentrations of methylene chloride (455 and 1800 micrograms/L, respectively), a volatile organic solvent. Bed-material samples taken from Little Timber and Birch Creeks contained elevated levels of trace metals and organochlorine compounds, including polychlorinated biphenyls (PCB's). Contaminant concentrations in bed-material samples taken from Raccoon Creek were much lower than those found previously by the U.S. Geological Survey in 1980. Only a trace of PCB 's was detected in any bed material sample taken from Racoon Creek. Gas chromatographic flame-ionization detector scans, performed on solvent extracts of all water and sediment samples, were useful in characterizing the presence or absence of organic contaminants in those samples. Changes in the character of organic contamination along the reaches of two streams were apparent when the fingerprints of chromatograms representing upstream sites were compared to those representing downstream sites. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854300","usgsCitation":"Hochreiter, J., and Kozinski, J., 1985, Quality of water and bed material in streams of Logan Township, Gloucester County, New Jersey, 1984: U.S. Geological Survey Water-Resources Investigations Report 85-4300, iv, 39 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854300.","productDescription":"iv, 39 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158492,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4300/report-thumb.jpg"},{"id":56557,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4300/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9fe4b07f02db66169b","contributors":{"authors":[{"text":"Hochreiter, J. J.","contributorId":24351,"corporation":false,"usgs":true,"family":"Hochreiter","given":"J. J.","affiliations":[],"preferred":false,"id":198574,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kozinski, Jane","contributorId":59836,"corporation":false,"usgs":true,"family":"Kozinski","given":"Jane","email":"","affiliations":[],"preferred":false,"id":198575,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27510,"text":"wri854103 - 1985 - Water resources of Pictured Rocks National Lakeshore, Michigan","interactions":[],"lastModifiedDate":"2016-10-06T11:11:08","indexId":"wri854103","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4103","title":"Water resources of Pictured Rocks National Lakeshore, Michigan","docAbstract":"<p>Pictured Rocks National Lakeshore has abundant picturesque and useful water resources. These resources include 12 inland lakes that range in size from 6 to 765 acres, 10 small streams that flow to Lake Superior, 40 miles of Lake Superior lakeshore, and aquifers capable of yielding water to wells in most places.</p><p>The Jacobsville Sandstone, Munising Sandstone, and glacial deposits are the sources for domestic water supplies. The Jacobsville Sandstone is the principal source of water from Miners Castle to Au Sable Point, the Munising Sandstone is the source of water in the vicinity of Grand Sable Lake, and glacial deposits provide water for Park Headquarters at Sand Point. Specific capacities range from 0.1 to 1 (gal/min)/ft (gallons per minute per foot) of drawdown for the Jacobsville Sandstone and from 1 to 14 (gal/min)/ft for the glacial deposits. Specific capacity for the Munising Sandstone is about 1 (gal/min)/ft of drawdown.</p><p>Water from both surface- and ground-water sources generally is suitable for human consumption. Concentrations of dissolved solids range from 43 to 112 mg/L (milligrams per liter) in water from lakes, from 53 to 155 mg/L in water from streams, and from 68 to 313 mg/L in ground water. The amount of suspended-sediment particles in streams is generally less than 17 mg/L.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri854103","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Handy, A., and Twenter, F.R., 1985, Water resources of Pictured Rocks National Lakeshore, Michigan: U.S. Geological Survey Water-Resources Investigations Report 85-4103, iv, 41 p., https://doi.org/10.3133/wri854103.","productDescription":"iv, 41 p.","costCenters":[],"links":[{"id":119865,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4103/report-thumb.jpg"},{"id":56356,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4103/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Michigan","otherGeospatial":"Pictured Rocks National Lakeshore","geographicExtents":"{\n  \"type\": 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A.H.","contributorId":104493,"corporation":false,"usgs":true,"family":"Handy","given":"A.H.","email":"","affiliations":[],"preferred":false,"id":198236,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Twenter, F. R.","contributorId":81080,"corporation":false,"usgs":true,"family":"Twenter","given":"F.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198235,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27901,"text":"wri854164 - 1985 - Chemical quality of ground water in Sacramento and Western Placer counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri854164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4164","title":"Chemical quality of ground water in Sacramento and Western Placer counties, California","docAbstract":"Chemical quality of groundwater was investigated in Sacramento and western Placer Counties during the summer of 1982. Chemical analyses of water samples from 209 wells indicate that the groundwater is suitable for domestic and most agricultural uses. Water from wells near the Sacramento River and a few wells near Lincoln had high concentrations of dissolved solids and some trace elements. Although chemical water types varied, 53% of the wells had a combination of calcium magnesium bicarbonate water. More than 90% of the wells sampled had water with a low to medium sodium-salinity hazard when used for irrigation. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854164","usgsCitation":"Johnson, K.L., 1985, Chemical quality of ground water in Sacramento and Western Placer counties, California: U.S. Geological Survey Water-Resources Investigations Report 85-4164, iv, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854164.","productDescription":"iv, 50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121512,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4164/report-thumb.jpg"},{"id":56719,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4164/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e3c8f","contributors":{"authors":[{"text":"Johnson, K. L.","contributorId":75543,"corporation":false,"usgs":true,"family":"Johnson","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198871,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66308,"text":"i1611 - 1985 - Earthquake map of south Hawaii, 1968-1981","interactions":[],"lastModifiedDate":"2025-08-13T20:32:44.34698","indexId":"i1611","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1611","title":"Earthquake map of south Hawaii, 1968-1981","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i1611","usgsCitation":"Klein, F.W., and Koyanagi, R.Y., 1985, Earthquake map of south Hawaii, 1968-1981: U.S. Geological Survey IMAP 1611, 1 Plate: 44.07 x 37.24 inches, https://doi.org/10.3133/i1611.","productDescription":"1 Plate: 44.07 x 37.24 inches","costCenters":[],"links":[{"id":255771,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1611/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":255772,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1611/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":255773,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1611/report-thumb.jpg"},{"id":494062,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9858.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"100000","country":"United States","state":"Hawaii","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -154.8,\n              18.833\n            ],\n            [\n              -154.8,\n              19.583\n            ],\n            [\n              -155.717,\n              19.583\n            ],\n            [\n              -155.717,\n              18.833\n            ],\n            [\n              -154.8,\n              18.833\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db6297ac","contributors":{"authors":[{"text":"Klein, F. W.","contributorId":88371,"corporation":false,"usgs":true,"family":"Klein","given":"F.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":274328,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Koyanagi, R. Y.","contributorId":35719,"corporation":false,"usgs":true,"family":"Koyanagi","given":"R.","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":274327,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":66098,"text":"i1609 - 1985 - Bedrock topography of central Iowa","interactions":[{"subject":{"id":42245,"text":"ofr83946 - 1984 - Bedrock topography of central Iowa","indexId":"ofr83946","publicationYear":"1984","noYear":false,"title":"Bedrock topography of central Iowa"},"predicate":"SUPERSEDED_BY","object":{"id":66098,"text":"i1609 - 1985 - Bedrock topography of central Iowa","indexId":"i1609","publicationYear":"1985","noYear":false,"title":"Bedrock topography of central Iowa"},"id":1}],"lastModifiedDate":"2016-08-23T09:48:53","indexId":"i1609","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1609","title":"Bedrock topography of central Iowa","docAbstract":"<p>The bedrock in Iowa (Hershey, 1969) generally is ovelain by deposits of glacial drift and alluvium. The drift, comprised of glacial till and glacial outwash, varies in thickness from less than 1 foot to more than 400 feet; the alluvium in central Iowa varies in thickness from less than 1 foot to about 60 feet. The configuration of the bedrock suface is the result of a complex system of ancient drainage courses which were developed during a long&nbsp;period of preglacial erosion and during shorter, but more intense, periods of interglacial erosion. This map, for a 10 county area in central Iowa, is the seventh of a series of 9 reports that will provide statewide coverage of the bedrock surface of Iowa.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1609","usgsCitation":"Hansen, R., 1985, Bedrock topography of central Iowa: U.S. Geological Survey IMAP 1609, 2 plates: 25.52 x 42.40 inches and 27.36 x 43.29 inches, https://doi.org/10.3133/i1609.","productDescription":"2 plates: 25.52 x 42.40 inches and 27.36 x 43.29 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":190080,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/i1609.PNG"},{"id":327529,"rank":701,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1609/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327530,"rank":702,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1609/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":107083,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9856.htm","linkFileType":{"id":5,"text":"html"},"description":"9856"}],"scale":"5000000","country":"United States","state":"Iowa","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -94.449462890625,\n              41.49623534616764\n            ],\n            [\n              -94.449462890625,\n              42.2366518803206\n            ],\n            [\n              -92.2796630859375,\n              42.2366518803206\n            ],\n            [\n              -92.2796630859375,\n              41.49623534616764\n            ],\n            [\n              -94.449462890625,\n              41.49623534616764\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c478","contributors":{"authors":[{"text":"Hansen, R.E.","contributorId":57109,"corporation":false,"usgs":true,"family":"Hansen","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":273967,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26511,"text":"wri854003 - 1985 - Transit losses and traveltimes for reservoir releases during drought conditions along the Neosho River from Council Grove Lake to Iola, east-central Kansas","interactions":[],"lastModifiedDate":"2021-11-02T21:23:29.205216","indexId":"wri854003","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4003","title":"Transit losses and traveltimes for reservoir releases during drought conditions along the Neosho River from Council Grove Lake to Iola, east-central Kansas","docAbstract":"Knowledge of the transit losses and water-wave traveltimes in the Neosho River for varying reservoir-release volumes and durations is necessary for proper management of water supply. Two reaches were studied along the Neosho River in east-central Kansas. The upper reach is from Council Grove Lake to John Redmond Reservoir, a distance of 83.0 river miles. The lower reach is from John Redmond Reservoir to Iola, Kansas, a distance of 56.3 river miles. Channel and aquifer characteristics were estimated from available data and used in a streamflow routing model. These estimated characteristics were verified using the model by comparing simulated reservoir releases to observed reservoir releases. The verified model then was used to simulate transit losses (or gains) and traveltimes for selected reservoir release volumes and durations from Council Grove Lake to Iola. Transit losses and traveltimes were investigated for the selected reservoir releases while under a severe drought antecedent streamflow condition (zero base flow) and a less severe drought antecedent streamflow condition (2% drought base flows). The largest total transit loss from Council Grove Lake to Iola occurred during the severe drought antecedent streamflow condition, small reservoir release rates, and long reservoir release durations. The total transit loss included water that was temporarily lost to bank storage. For a severe drought condition, transit losses ranged from 1,100 acre-ft for a release volume of 1,840 acre-ft for a duration of 50 days to 6 ,280 acre-ft for a release volume of 6,280 acre-ft for a duration of 365 days. For a less severe drought condition, transit losses ranged from 860 acre-ft to 3,234 acre-ft for the same release volumes and durations as for the severe drought condition. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854003","usgsCitation":"Carswell, W., and Hart, R.J., 1985, Transit losses and traveltimes for reservoir releases during drought conditions along the Neosho River from Council Grove Lake to Iola, east-central Kansas: U.S. Geological Survey Water-Resources Investigations Report 85-4003, vi, 40 p., https://doi.org/10.3133/wri854003.","productDescription":"vi, 40 p.","costCenters":[],"links":[{"id":391291,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36202.htm"},{"id":55381,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4003/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157854,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4003/report-thumb.jpg"}],"country":"United States","state":"Kansas","city":"Iola","otherGeospatial":"Council Grove Lake, Neosho River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -96.5,\n              37.829\n            ],\n            [\n              -95.383,\n              37.829\n            ],\n            [\n              -95.383,\n              38.705\n            ],\n            [\n              -96.5,\n              38.705\n            ],\n            [\n              -96.5,\n              37.829\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0b38","contributors":{"authors":[{"text":"Carswell, W. J.","contributorId":71213,"corporation":false,"usgs":true,"family":"Carswell","given":"W. J.","affiliations":[],"preferred":false,"id":196519,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hart, R. J.","contributorId":62607,"corporation":false,"usgs":true,"family":"Hart","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196518,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27486,"text":"wri844131 - 1985 - Ground-water quality in the Santa Rita, Buellton, and Los Olivos hydrologic subareas of the Santa Ynez River basin, Santa Barbara County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri844131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4131","title":"Ground-water quality in the Santa Rita, Buellton, and Los Olivos hydrologic subareas of the Santa Ynez River basin, Santa Barbara County, California","docAbstract":"Groundwater quality in the upper Santa Ynez River Valley in Santa Barbara County has degraded due to both natural and anthropogenic causes. The semiarid climate and uneven distribution of rainfall has limited freshwater recharge and caused salt buildup in water supplies. Tertiary rocks supply mineralized water. Agricultural activities (irrigation return flow containing fertilizers and pesticides, cultivation, feedlot waste disposal) are a primary cause of water quality degradation. Urban development, which also causes water quality degradation (introduced contaminants, wastewater disposal, septic system discharge, and land fill disposal of waste), has imposed stricter requirements on water supply quality. A well network was designed to monitor changes in groundwater quality related to anthropogenic activities. Information from this network may aid in efficient management of the groundwater basins as public water supplies, centered around three basic goals. First is to increase freshwater recharge to the basins by conjunctive surface/groundwater use and surface-spreading techniques. Second is to optimize groundwater discharge by efficient timing and spacing of pumping. Third is to control and reduce sources of groundwater contamination by regulating wastewater quality and distribution and, preferably, by exporting wastewaters from the basin. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844131","usgsCitation":"Hamlin, S.N., 1985, Ground-water quality in the Santa Rita, Buellton, and Los Olivos hydrologic subareas of the Santa Ynez River basin, Santa Barbara County, California: U.S. Geological Survey Water-Resources Investigations Report 84-4131, v, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844131.","productDescription":"v, 75 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124174,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4131/report-thumb.jpg"},{"id":56337,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66721c","contributors":{"authors":[{"text":"Hamlin, S. N.","contributorId":46560,"corporation":false,"usgs":true,"family":"Hamlin","given":"S.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":198200,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27755,"text":"wri854024 - 1985 - Geohydrologic reconnaissance of the Avoca lignite deposit area near Williston, northwestern North Dakota","interactions":[],"lastModifiedDate":"2018-03-08T13:10:05","indexId":"wri854024","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4024","title":"Geohydrologic reconnaissance of the Avoca lignite deposit area near Williston, northwestern North Dakota","docAbstract":"<p>The Avoca lignite deposit in the Sentinel Butte Member of the Fort Union Formation consists of four potentially strippable lignite beds. Average bed thicknesses, in descending order, are 5, 5, 9, and 8 .feet. In the area between Stony Creek and Crazy Man Coulee, the lignite beds are unsaturated, and between Stony Creek and Little Muddy River, only the two lowest beds are saturated. Natural discharge to outcrops in the stream valleys results in low potentiometric levels in the lignite beds.</p><p>Aquifers in sandstone beds in the Fox Hills Sandstone and the Hell Creek Formation probably would yield as much as 50 gallons per minute of sodium bicarbonate type water. Dissolved-solids concentrations range from 800 to 2,000 milligrams per liter. The aquifers are from 1,100 to 1,800 feet below land surface. Sandstone beds in the Ludlow and Cannonball Members of the Fort Union Formation probably could yield several gallons per minute of sodium bicarbonate water with dissolved-solids concentrations ranging from 800 to 2,000 milligrams per liter. Aquifers in the Ludlow and Cannonball Members lie between 700 and 1,300 feet below land surface. Individual sand beds in the Tongue River and Sentinel Butte Members of the Fort Union Formation are the shallowest aquifers encountered below the minable lignite beds. Properly constructed wells completed in these sand beds could yield as much as 40 gallons per minute. The water generally is a sodium bicarbonate type with dissolved-solids concentrations ranging from about 500 to 4,200 milligrams per liter. Alluvium and glacial-drift deposits constitute the Little Muddy aquifer bordering the lignite deposit on the west and south. The aquifer could yield as much as 1,200 gallons per minute of sodium bicarbonate type water with dissolved-solids concentrations ranging from 975 to 1, 730 milligrams per liter.</p><p>Little Muddy Creek and Stony Creek have significant base flow. The flow is contributed partly by discharge from the lignite. Quality of water is least mineralized at high stream flows. Mining would not severely affect ground-water levels because potentiometric levels already are low. Chemically enriched leachate water from the spoils could percolate to the saturated zone and eventually reach the streams as base flow or recharge the glaciofluvial aquifers.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854024","usgsCitation":"Horak, W., and Crosby, O., 1985, Geohydrologic reconnaissance of the Avoca lignite deposit area near Williston, northwestern North Dakota: U.S. Geological Survey Water-Resources Investigations Report 85-4024, Report: v, 22 p.; Plate: 10.12 x 16.55 inches, https://doi.org/10.3133/wri854024.","productDescription":"Report: v, 22 p.; Plate: 10.12 x 16.55 inches","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":118736,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4024/report-thumb.jpg"},{"id":56600,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4024/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56601,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4024/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8e2e","contributors":{"authors":[{"text":"Horak, W.F.","contributorId":82326,"corporation":false,"usgs":true,"family":"Horak","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":198646,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crosby, O.A.","contributorId":61047,"corporation":false,"usgs":true,"family":"Crosby","given":"O.A.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":198645,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38559,"text":"pp1292C - 1985 - Geology and geochronology of granitoid and metamorphic rocks of late Archean age in northwestern Wisconsin","interactions":[],"lastModifiedDate":"2012-02-02T00:10:35","indexId":"pp1292C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1292","chapter":"C","title":"Geology and geochronology of granitoid and metamorphic rocks of late Archean age in northwestern Wisconsin","docAbstract":"Granitoid rocks of the Puritan Quartz Monzonite and associated biotite gneiss and amphibolite in northwestern Wisconsin compose the southwestern part of the Puritan batholith of Late Archean age. They differ from rocks in the Michigan segment of the batholith in having been deformed by brittle-ductile deformation and partly recrystallized during shearing accompanying development of the midcontinent rift system of Keweenawan (Middle Proterozoic) age. \r\n\r\nGranitoid rocks ranging in composition from granite to tonalite are dominant in the Wisconsin part of the batholith. To the north of the Mineral Lake fault zone, they are massive to weakly foliated and dominantly of granite composition, whereas south of the fault zone they are more strongly foliated and mainly of tonalite composition. Massive granite, leucogranite, and granite pegmatite cut the dominant granitoid rocks. Intercalated with the granitoid rocks in small to large conformable bodies are biotite gneiss, amphibolite, and local tonalite gneiss. Metagabbro dikes of probable Early Proterozoic age as much as 15 m thick cut the Archean rocks. \r\n\r\nRubidium-strontium whole-rock data indicate a Late Archean age for the granitoids and gneisses, but data points are scattered and do not define a single isochron. Zircon from two samples of tonalitic gneiss for uranium-thorium-Iead dating define a single chord on a concordia diagram, establishing an age of 2,735?16 m.y. The lower intercept age of 1,052?70 m.y. is in close agreement with rubidium-strontium and potassium-argon biotite ages from the gneisses. \r\n\r\nTwo episodes of deformation and metamorphism are recorded in the Archean rocks. Deformation during the Late Archean produced a steep west-northwest-oriented foliation and gently plunging fold axes and was accompanied by low amphibolite-facies metamorphism of the bedded rocks. A younger deformation resulting from largely brittle fracture was accompanied by retrogressive metamorphism; this deformation is most evident adjacent to the Mineral Lake fault and took place during Keweenawan rifting about 1,050 m.y. ago. The Mineral Lake fault is one of several northwest-trending faults in the Lake Superior region that originated in the Late Archean and were reactivated intermittently during the Proterozoic, including Keweenawan time. The faults dominantly have right-lateral displacements. \r\n\r\nThe Archean rocks of the Puritan batholith exposed in northwestern Wisconsin compose part of the greenstone-granite terrane, as defined in the Lake Superior region. These rocks were formed 2,7502,600 m.y. ago. The long dimension of the Puritan batholith as well as that of several batholiths in adjacent Minnesota are oriented sub parallel to the boundary between the greenstone-granite terrane and the older gneiss terrane, to the south. This conformity in trend is interpreted as indicating that the granite probably was emplaced after the two basement crustal segments had been joined.","language":"ENGLISH","doi":"10.3133/pp1292C","usgsCitation":"Sims, P., Peterman, Z.E., Zartman, R., and Benedict, F.C., 1985, Geology and geochronology of granitoid and metamorphic rocks of late Archean age in northwestern Wisconsin: U.S. Geological Survey Professional Paper 1292, p. C1-C17, https://doi.org/10.3133/pp1292C.","productDescription":"p. C1-C17","numberOfPages":"17","costCenters":[],"links":[{"id":124795,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1292c/report-thumb.jpg"},{"id":65328,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1292c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680b1a","contributors":{"authors":[{"text":"Sims, P.K.","contributorId":30191,"corporation":false,"usgs":true,"family":"Sims","given":"P.K.","email":"","affiliations":[],"preferred":false,"id":220062,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peterman, Z. E.","contributorId":63781,"corporation":false,"usgs":true,"family":"Peterman","given":"Z.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":220063,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zartman, R. E.","contributorId":15632,"corporation":false,"usgs":true,"family":"Zartman","given":"R. E.","affiliations":[],"preferred":false,"id":220061,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Benedict, F. C.","contributorId":97068,"corporation":false,"usgs":true,"family":"Benedict","given":"F.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":220064,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":67127,"text":"i1527 - 1985 - Geologic map of Archean rocks, western Vermilion District, northern Minnesota","interactions":[],"lastModifiedDate":"2012-02-10T00:11:20","indexId":"i1527","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1527","subseriesTitle":"NONE","title":"Geologic map of Archean rocks, western Vermilion District, northern Minnesota","language":"ENGLISH","doi":"10.3133/i1527","usgsCitation":"Sims, P., and Southwick, D.L., 1985, Geologic map of Archean rocks, western Vermilion District, northern Minnesota: U.S. Geological Survey IMAP 1527, 1 map :col. ;87 x 117 cm., on sheet 101 x 147 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1527.","productDescription":"1 map :col. ;87 x 117 cm., on sheet 101 x 147 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":106790,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9294.htm","linkFileType":{"id":5,"text":"html"},"description":"9294"},{"id":187786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -92.61749999999999,47.6175 ], [ -92.61749999999999,48 ], [ -91.86749999999999,48 ], [ -91.86749999999999,47.6175 ], [ -92.61749999999999,47.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a32ae","contributors":{"authors":[{"text":"Sims, P.K.","contributorId":30191,"corporation":false,"usgs":true,"family":"Sims","given":"P.K.","email":"","affiliations":[],"preferred":false,"id":275641,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Southwick, D. L.","contributorId":57130,"corporation":false,"usgs":true,"family":"Southwick","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":275642,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68090,"text":"ha684 - 1985 - Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah","interactions":[{"subject":{"id":10703,"text":"ofr8471 - 1984 - Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah","indexId":"ofr8471","publicationYear":"1984","noYear":false,"title":"Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah"},"predicate":"SUPERSEDED_BY","object":{"id":68090,"text":"ha684 - 1985 - Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah","indexId":"ha684","publicationYear":"1985","noYear":false,"title":"Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah"},"id":1}],"lastModifiedDate":"2022-12-27T21:46:48.280079","indexId":"ha684","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"684","title":"Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah","docAbstract":"<p><span>The study area in south-central Utah (fig. 1) is noted for its large coal reserves in the Alton, Kolob, and Kaiparowits Plateau coal fields. The area also is noted for its scenic beauty and general scarcity of water. Although there has been very little development of the coal resources through 1983, there is a potential for large-scale development with both surface- and underground-mining methods. Mining of coal could have significant effects on the quantity and quality of the water resources. The purpose of this atlas is to define the surface- and ground-water resources of the area and to identify the potential effects on these resources by coal mining.</span></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha684","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Plantz, G.G., 1985, Hydrologic reconnaissance of the Kolob, Alton, and Kaiparowits Plateau coal fields, south-central Utah: U.S. Geological Survey Hydrologic Atlas 684, 2 Plates: 34.0 x 42.5 inches and 34.0 x 40.0 inches, https://doi.org/10.3133/ha684.","productDescription":"2 Plates: 34.0 x 42.5 inches and 34.0 x 40.0 inches","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":186226,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":411087,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16082.htm","linkFileType":{"id":5,"text":"html"}},{"id":91830,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/684/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"}},{"id":91829,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/684/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Utah","otherGeospatial":"Alton coal field, Kaiparowits Plateau coal field, Kolob coal field","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.25,\n              37\n            ],\n            [\n              -110.9,\n              37\n            ],\n            [\n              -110.9,\n              38\n            ],\n            [\n              -113.25,\n              38\n            ],\n            [\n              -113.25,\n              37\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605524","contributors":{"authors":[{"text":"Plantz, Gerald G.","contributorId":96149,"corporation":false,"usgs":true,"family":"Plantz","given":"Gerald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":277624,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26543,"text":"wri844289 - 1985 - The surficial aquifer in Pinellas County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri844289","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4289","title":"The surficial aquifer in Pinellas County, Florida","docAbstract":"The surficial aquifer in Pinellas County, Florida, contains potable water throughout most of the county and is a potential source of water to augment the public supply that is presently imported from adjacent counties. The county accounts for 38 percent of the public supply consumption of ground water in the 11-county area of west-central Florida and 68 percent of this water is imported from two adjacent counties. The surficial aquifer has a saturated thickness of more than 30 feet throughout most of the county. Specific capacity per foot of screen for wells is less than 0.1 gallon per minute per foot of drawdown in some parts of the county, but yield is sufficient in most of the county for many small uses with shallow-well pumps. Minimum potential yield varies from 5 gallons per minute in the northern part of the county to more than 30 gallons per minute in the south. Concentrations of iron are high enough in parts of the county to cause staining. Chloride concentrations are less than 100 milligrams per liter in most of the county and do not pose a problem for many uses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844289","usgsCitation":"Causseaux, K., 1985, The surficial aquifer in Pinellas County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4289, iv, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844289.","productDescription":"iv, 30 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158201,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4289/report-thumb.jpg"},{"id":55408,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4289/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6354b1","contributors":{"authors":[{"text":"Causseaux, K.W.","contributorId":7306,"corporation":false,"usgs":true,"family":"Causseaux","given":"K.W.","affiliations":[],"preferred":false,"id":196581,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27639,"text":"wri854261 - 1985 - Discharge ratings for control gates at Mississippi River Lock and Dam 14, Le Claire, Iowa","interactions":[],"lastModifiedDate":"2016-06-23T15:15:41","indexId":"wri854261","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4261","title":"Discharge ratings for control gates at Mississippi River Lock and Dam 14, Le Claire, Iowa","docAbstract":"<p>The water level of the navigation pools on the Mississippi River are maintained by the operation of tainter and roller gates at the locks and dams. Discharge ratings for the gates on Lock and Dam 14, at Le Claire, Iowa, were developed from current-meter discharge measurements made in the forebays of the gate structures. Methodology is given to accurately compute the vertical gate openings of the tainter gates. Discharge coefficients, in equations that express discharges as a function of tailwater head, headwater head, and vertical height of gate opening, were determined for conditions of submerged-orifice and free-weir flow. A comparison of the rating discharge to the hydraulic model rating discharges is given for submerged orifice flow for the tainter and roller gates. (Author 's abstract)</p>","language":"English","publisher":"U.S Geological Survey","doi":"10.3133/wri854261","usgsCitation":"Heinitz, A., 1985, Discharge ratings for control gates at Mississippi River Lock and Dam 14, Le Claire, Iowa: U.S. Geological Survey Water-Resources Investigations Report 85-4261, viii, 38 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854261.","productDescription":"viii, 38 p. :ill., map ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":56501,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4261/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123442,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4261/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a991","contributors":{"authors":[{"text":"Heinitz, A.J.","contributorId":62610,"corporation":false,"usgs":true,"family":"Heinitz","given":"A.J.","affiliations":[],"preferred":false,"id":198458,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65505,"text":"i1625 - 1985 - Controlled photomosaic of the Mare Australe H Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:10","indexId":"i1625","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1625","subseriesTitle":"NONE","title":"Controlled photomosaic of the Mare Australe H Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i1625","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, Controlled photomosaic of the Mare Australe H Quadrangle of Mars: U.S. Geological Survey IMAP 1625, 1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm. folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1625.","productDescription":"1 photomosaic ;39 x 58 cm., on sheet 86 x 62 cm. folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189916,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260773,"rank":900,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1625/plate-1.pdf"}],"scale":"2000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6881cd","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":533892,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28616,"text":"wri844202 - 1985 - Gravity survey and depth to bedrock in Carson Valley, Nevada-California","interactions":[],"lastModifiedDate":"2023-03-10T21:40:54.885058","indexId":"wri844202","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4202","title":"Gravity survey and depth to bedrock in Carson Valley, Nevada-California","docAbstract":"<p>Gravity data were obtained from 460 stations in Carson Valley, Nevada and California. The data have been interpreted to obtain a map of approximate depth to bedrock for use in a ground-water model of the valley. This map delineates the shape of the alluvium-filled basin and shows that the maximum depth to bedrock exceeds 5,000 feet, on the west side of the valley. A north-south trending offset in the bedrock surface shows that the Carson-Valley/Pine-Nut-Mountain block has not been tilted to the west as a simple unit, but is comprised of several smaller blocks.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844202","usgsCitation":"Maurer, D.K., 1985, Gravity survey and depth to bedrock in Carson Valley, Nevada-California: U.S. Geological Survey Water-Resources Investigations Report 84-4202, Report: iv, 24 p.; 2 Plates: 23.99 x 30.49 inches and 24.05 x 29.69 inches, https://doi.org/10.3133/wri844202.","productDescription":"Report: iv, 24 p.; 2 Plates: 23.99 x 30.49 inches and 24.05 x 29.69 inches","costCenters":[],"links":[{"id":413978,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36062.htm","linkFileType":{"id":5,"text":"html"}},{"id":57443,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4202/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57442,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4202/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57441,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4202/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123397,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4202/report-thumb.jpg"}],"country":"United States","state":"California, Nevada","otherGeospatial":"Carson Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -119.906,\n              39.12\n            ],\n            [\n              -119.906,\n              38.8\n            ],\n            [\n              -119.586,\n              38.8\n            ],\n            [\n              -119.586,\n              39.12\n            ],\n            [\n              -119.906,\n              39.12\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db672046","contributors":{"authors":[{"text":"Maurer, D. K.","contributorId":37757,"corporation":false,"usgs":true,"family":"Maurer","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200121,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2698,"text":"wsp2239 - 1985 - Ground-water resources and potential hydrologic effects of surface coal mining in the northern Powder River basin, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:05:26","indexId":"wsp2239","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2239","title":"Ground-water resources and potential hydrologic effects of surface coal mining in the northern Powder River basin, southeastern Montana","docAbstract":"The shallow ground-water system in the northern Powder River Basin consists of Upper Cretaceous to Holocene aquifers overlying the Bearpaw Shale--namely, the Fox Hills Sandstone; Hell Creek, Fort Union, and Wasatch Formations; terrace deposits; and alluvium. Ground-water flow above the Bearpaw Shale can be divided into two general flow patterns. An upper flow pattern occurs in aquifers at depths of less than about 200 feet and occurs primarily as localized flow controlled by the surface topography. A lower flow pattern occurs in aquifers at depths from about 200 to 1,200 feet and exhibits a more regional flow, which is generally northward toward the Yellowstone River with significant flow toward the Powder and Tongue Rivers. \r\n\r\nThe chemical quality of water in the shallow ground-water system in the study area varies widely, and most of the ground water does not meet standards for dissolved constituents in public drinking water established by the U.S. Environmental Protection Agency. Water from depths less than 200 feet generally is a sodium sulfate type having an average dissolved-solids concentration of 2,100 milligrams per liter. Sodium bicarbonate water having an average dissolved-solids concentration of 1,400 milligrams per liter is typical from aquifers in the shallow ground-water system at depths between 200 and 1,200 feet. \r\n\r\nEffects of surface coal mining on the water resources in the northern Powder River Basin are dependent on the stratigraphic location of the mine cut. Where the cut lies above the water-yielding zone, the effects will be minimal. Where the mine cut intersects a water-ielding zone, effects on water levels and flow patterns can be significant locally, but water levels and flow patterns will return to approximate premining conditions after mining ceases. Ground water in and near active and former mines may become more mineralized, owing to the placement of spoil material from the reducing zone in the unsaturated zone where the minerals are subject to oxidation. Regional effects probably will be small because of the limited areal extent of ground-water flow systems where mining is feasible. \r\n\r\nResults of digital models are presented to illustrate the effects of varying hydraulic properties on water-level changes resulting from mine dewatering. The model simulations were designed to depict maximum-drawdown situations. One simulation indicates that after 20 years of continuous dewatering of an infinite, homogeneous, isotropic aquifer that is 10 feet thick and has an initial potentiometric surface 10 feet above the top of the aquifer, water-level declines greater than 1 foot would generally be limited to within 7.5 miles of the center of the mine excavation; declines greater than 2 feet to within about 6 miles; declines greater than 5 feet to within about 3.7 miles; declines greater than 10 feet to within about 1.7 miles; and declines greater than 15 feet to within 1.2 miles.","language":"ENGLISH","publisher":"U.S. G.P.O :\r\nFor sale by the Supt. of Docs., U.S. G.P.O.,","doi":"10.3133/wsp2239","usgsCitation":"Slagle, S.E., Lewis, B.D., and Lee, R.W., 1985, Ground-water resources and potential hydrologic effects of surface coal mining in the northern Powder River basin, southeastern Montana: U.S. Geological Survey Water Supply Paper 2239, iv, 34 p. :ill., maps ;28 cm.; 2 plates in pocket, https://doi.org/10.3133/wsp2239.","productDescription":"iv, 34 p. :ill., maps ;28 cm.; 2 plates in pocket","costCenters":[],"links":[{"id":138838,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2239/report-thumb.jpg"},{"id":247236,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2239/plate-1.pdf","size":"10143","linkFileType":{"id":1,"text":"pdf"}},{"id":247237,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2239/plate-2.pdf","size":"6388","linkFileType":{"id":1,"text":"pdf"}},{"id":29067,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2239/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e13d","contributors":{"authors":[{"text":"Slagle, Steven E.","contributorId":35284,"corporation":false,"usgs":true,"family":"Slagle","given":"Steven","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145629,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, Barney D.","contributorId":93873,"corporation":false,"usgs":true,"family":"Lewis","given":"Barney","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":145630,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lee, Roger W.","contributorId":105273,"corporation":false,"usgs":true,"family":"Lee","given":"Roger","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":145631,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27665,"text":"wri844204 - 1985 - An evaluation of the crest-stage gage program in Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri844204","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4204","title":"An evaluation of the crest-stage gage program in Louisiana","docAbstract":"The crest-stage gage program in Louisiana was evaluated to determine if the data were adequate for use in developing regional flood-frequency equations and to determine if any crest-stage gages could be discontinued. An abundance of data at many crest-stage stations and a lack of data for urban area and flat-slope areas indicated a need for a shift in the number, type, and locations of gages. Extensive correlations and comparisons of annual peak flows and watershed characteristics of 96 sites resulted in a reduced network of 25 stations that could potentially be used as index sites. The adequacy of the reduced network for development and verification of regional flood-frequency equations was tested by comparing a set of regional flood-frequency equations developed using data from the full network with a set developed using data from the reduced network. The results indicate that the crest-stage gage network can be reduced to 25 stations and still provide adequate information for future flood-frequency analyses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844204","usgsCitation":"Herbert, R., Carlson, D., and Wiche, G., 1985, An evaluation of the crest-stage gage program in Louisiana: U.S. Geological Survey Water-Resources Investigations Report 84-4204, v, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844204.","productDescription":"v, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4204/report-thumb.jpg"},{"id":56518,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4204/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684884","contributors":{"authors":[{"text":"Herbert, R.A.","contributorId":59449,"corporation":false,"usgs":true,"family":"Herbert","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":198497,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":198496,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wiche, G.J.","contributorId":90715,"corporation":false,"usgs":true,"family":"Wiche","given":"G.J.","affiliations":[],"preferred":false,"id":198498,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28169,"text":"wri844302 - 1985 - Documentation of a numerical code for the simulation of variable density ground-water flow in three dimensions","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844302","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4302","title":"Documentation of a numerical code for the simulation of variable density ground-water flow in three dimensions","docAbstract":"A numerical code is documented for the simulation of variable density time dependent groundwater flow in three dimensions. The groundwater density, although variable with distance, is assumed to be constant in time. The Integrated Finite Difference grid elements in the code follow the geologic strata in the modeled area. If appropriate, the determination of hydraulic head in confining beds can be deleted to decrease computation time. The strongly implicit procedure (SIP), successive over-relaxation (SOR), and eight different preconditioned conjugate gradient (PCG) methods are used to solve the approximating equations. The use of the computer program that performs the calculations in the numerical code is emphasized. Detailed instructions are given for using the computer program, including input data formats. An example simulation and the Fortran listing of the program are included. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844302","usgsCitation":"Kuiper, L., 1985, Documentation of a numerical code for the simulation of variable density ground-water flow in three dimensions: U.S. Geological Survey Water-Resources Investigations Report 84-4302, 90 p. :ill. ;28 cm., https://doi.org/10.3133/wri844302.","productDescription":"90 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":121578,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4302/report-thumb.jpg"},{"id":57003,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4302/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db63628c","contributors":{"authors":[{"text":"Kuiper, L.K.","contributorId":34557,"corporation":false,"usgs":true,"family":"Kuiper","given":"L.K.","email":"","affiliations":[],"preferred":false,"id":199327,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":80283,"text":"fwsobs82_10_114 - 1985 - Habitat Suitability Index Models: Blue-winged teal (breeding)","interactions":[],"lastModifiedDate":"2022-02-09T15:05:49.260552","indexId":"fwsobs82_10_114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.114","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Blue-winged teal (breeding)","docAbstract":"A review and synthesis of existing information were used to develop a Habitat Suitability Index (HSI) model for the blue-winged teal (Anas discors). The model consolidates habitat use information into a framework appropriate for field application, and is scaled to produce an index between 0.0 (unsuitable habitat) to 1.0 (optimum habitat). HSI models are designed to be used with Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Sousa, P.J., 1985, Habitat Suitability Index Models: Blue-winged teal (breeding): FWS/OBS 82/10.114, viii, 36 p.","productDescription":"viii, 36 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":192045,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649ce9","contributors":{"authors":[{"text":"Sousa, Patrick J.","contributorId":19206,"corporation":false,"usgs":true,"family":"Sousa","given":"Patrick","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":292176,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":80282,"text":"fwsobs82_10_95 - 1985 - Habitat Suitability Index Models: Red-winged blackbird","interactions":[],"lastModifiedDate":"2022-02-09T15:06:34.236743","indexId":"fwsobs82_10_95","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.95","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Red-winged blackbird","docAbstract":"A review and synthesis of existing information were used to develop a Habitat Suitability Index (HSI) model for the red-winged blackbird (Agelaius  phoeniceus L.). The model consolidates habitat use information into a framework appropriate for field application, and is scaled to produce an index between 0.0 (unsuitable habitat) to 1.0 (optimum habitat). HSI models are designed to be used with Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Short, H.L., 1985, Habitat Suitability Index Models: Red-winged blackbird: FWS/OBS 82/10.95, vi, 20 p.","productDescription":"vi, 20 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":190920,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae7e4b07f02db68c087","contributors":{"authors":[{"text":"Short, Henry L.","contributorId":58695,"corporation":false,"usgs":true,"family":"Short","given":"Henry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":292175,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20541,"text":"ofr85398 - 1985 - Phase data catalogue for IASPEI events","interactions":[],"lastModifiedDate":"2012-02-02T00:07:40","indexId":"ofr85398","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-398","title":"Phase data catalogue for IASPEI events","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85398","usgsCitation":"Presgrave, B., 1985, Phase data catalogue for IASPEI events: U.S. Geological Survey Open-File Report 85-398, 254 p. :ill. ;28 cm., https://doi.org/10.3133/ofr85398.","productDescription":"254 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152260,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0398/report-thumb.jpg"},{"id":50059,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0398/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a881e","contributors":{"authors":[{"text":"Presgrave, B.W.","contributorId":103298,"corporation":false,"usgs":true,"family":"Presgrave","given":"B.W.","email":"","affiliations":[],"preferred":false,"id":182818,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28500,"text":"wri834259 - 1985 - Test wells in central Washington, 1977 to 1979: Description and results","interactions":[],"lastModifiedDate":"2021-12-23T21:46:44.397776","indexId":"wri834259","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4259","title":"Test wells in central Washington, 1977 to 1979: Description and results","docAbstract":"During the period October 1977-March 1979, four wells were added to a network of wells in central Washington State to provide information on potential sources of ground-water supplies from aquifers in the Columbia River Basalt Group and supplemental ground-water data for water-management purposes where they cannot be obtained by other means. Two were drilled in the Yakima River canyon between Ellensburg and Yakima--one to 602 feet in the Burbank Creek valley and the other to 1,019 feet near the mouth of Umtanum Creek. A third well was drilled to 725 feet in the Badger Pocket area of the Ellensburg-Kittitas valley. A test well near George, Washington, was deepened from 975 to 1,610 feet and three piezometers were installed in this interval. The Burbank Creek, Umtanum Creek, and George test wells are completed in basalts and associated interflow zones of the Yakima Basalt Subgroup of the Columbia River Basalt Group. The Badger Pocket well penetrated more than 725 feet of unconsolidated materials without reaching the basalt. Specific capacities of the Umtanum Creek and George wells after 20 hours of pumping were 190 and 160 to 190 gallons per minute per foot of drawdown, respectively. Specific capacity of the Burbank Creek well after flowing for 24 hours was 32.5 gallons per minute per foot of drawdown. The Badger Pocket well was not tested for water yield. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834259","usgsCitation":"Lum, W., and Cline, D., 1985, Test wells in central Washington, 1977 to 1979: Description and results: U.S. Geological Survey Water-Resources Investigations Report 83-4259, vi, 48 p., https://doi.org/10.3133/wri834259.","productDescription":"vi, 48 p.","costCenters":[],"links":[{"id":57302,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4259/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393390,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35887.htm"},{"id":159654,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4259/report-thumb.jpg"}],"country":"United States","state":"Washington","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.5,\n              46.667\n            ],\n            [\n              -119.6,\n              46.667\n            ],\n            [\n              -119.6,\n              47.25\n            ],\n            [\n              -120.5,\n              47.25\n            ],\n            [\n              -120.5,\n              46.667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c1d6","contributors":{"authors":[{"text":"Lum, W. E.","contributorId":57847,"corporation":false,"usgs":true,"family":"Lum","given":"W. E.","affiliations":[],"preferred":false,"id":199919,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cline, D.R.","contributorId":45655,"corporation":false,"usgs":true,"family":"Cline","given":"D.R.","affiliations":[],"preferred":false,"id":199918,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10399,"text":"ofr8520 - 1985 - Coal petrographic laboratory procedures and safety manual","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr8520","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-20","title":"Coal petrographic laboratory procedures and safety manual","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8520","usgsCitation":"Moore, T., and Stanton, R., 1985, Coal petrographic laboratory procedures and safety manual: U.S. Geological Survey Open-File Report 85-20, iii, 72 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8520.","productDescription":"iii, 72 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":143951,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0020/report-thumb.jpg"},{"id":38241,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ade4b07f02db5c6d6d","contributors":{"authors":[{"text":"Moore, T.A.","contributorId":91101,"corporation":false,"usgs":true,"family":"Moore","given":"T.A.","email":"","affiliations":[],"preferred":false,"id":161323,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stanton, R.W.","contributorId":19164,"corporation":false,"usgs":true,"family":"Stanton","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":161322,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}