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,{"id":13692,"text":"ofr76353 - 1976 - Effect of deicing chemicals on the hydrologic environment in Massachusetts; evaluation of surface-water data collection","interactions":[],"lastModifiedDate":"2012-02-02T00:06:55","indexId":"ofr76353","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-353","title":"Effect of deicing chemicals on the hydrologic environment in Massachusetts; evaluation of surface-water data collection","language":"ENGLISH","publisher":"The Division,","doi":"10.3133/ofr76353","usgsCitation":"Frost, L., 1976, Effect of deicing chemicals on the hydrologic environment in Massachusetts; evaluation of surface-water data collection: U.S. Geological Survey Open-File Report 76-353, 34 leaves ;28 cm., https://doi.org/10.3133/ofr76353.","productDescription":"34 leaves ;28 cm.","costCenters":[],"links":[{"id":146625,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625761","contributors":{"authors":[{"text":"Frost, L.R.","contributorId":96675,"corporation":false,"usgs":true,"family":"Frost","given":"L.R.","affiliations":[],"preferred":false,"id":168243,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1640,"text":"wsp2129 - 1976 - Surface water supply of the United States, 1966-70, Part 11, Pacific slope basins in California, v. 2, Basins from Arroyo Grande to Oregon State Line except Central Valley","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"2129","title":"Surface water supply of the United States, 1966-70, Part 11, Pacific slope basins in California, v. 2, Basins from Arroyo Grande to Oregon State Line except Central Valley","language":"ENGLISH","publisher":"U.S. Govt. Print. Off., for sale by the Supt. of Docs.,","doi":"10.3133/wsp2129","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Surface water supply of the United States, 1966-70, Part 11, Pacific slope basins in California, v. 2, Basins from Arroyo Grande to Oregon State Line except Central Valley: U.S. Geological Survey Water Supply Paper 2129, ix, 678 p. :ill. ;23 cm., https://doi.org/10.3133/wsp2129.","productDescription":"ix, 678 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":138499,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2129/report-thumb.jpg"},{"id":26707,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2129/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af5e4b07f02db69244f","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":527999,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26199,"text":"wri7692 - 1976 - Chemical quality of ground water in the Tehama-Colusa Canal service area, Sacramento Valley, California","interactions":[],"lastModifiedDate":"2019-07-17T12:13:31","indexId":"wri7692","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-92","title":"Chemical quality of ground water in the Tehama-Colusa Canal service area, Sacramento Valley, California","docAbstract":"The Tehama-Colusa Canal Service Area consists of about 450 square miles of irrigable land located on the west side of the Sacramento Valley, Calif. Upon the completion of the Tehama-Colusa Canal, it is expected that most of the service area will switch from passive forms of agriculture (dry farming and grazing) to intensive irrigated farming. Importation and application of surface water may affect the chemical quality of native ground water. This study documents the chemical quality of native ground water before large-scale importation and application of surface water provide the potential of altering the ground-water chemistry. Analyses of samples from 222 wells show that most of the area is underlain by ground water of a quality suitable for most agricultural and domestic uses. In the vicinities of College City-Arbuckle and the city of Williams, boron, chloride, sodium, and dissolved solids may be a threat to future agricultural activities where boron- or chloride-sensitive crops would be grown. The source of degraded ground water in the two areas is local intermittent streams that drain areas having numerous saline springs and seeps. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7692","usgsCitation":"Bertoldi, G.L., 1976, Chemical quality of ground water in the Tehama-Colusa Canal service area, Sacramento Valley, California: U.S. Geological Survey Water-Resources Investigations Report 76-92, iv, 44 p., https://doi.org/10.3133/wri7692.","productDescription":"iv, 44 p.","costCenters":[],"links":[{"id":365665,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0092/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158396,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0092/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Sacramento Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.3272705078125,\n              40.20614809577503\n            ],\n            [\n              -122.40966796874999,\n              40.22082997283287\n            ],\n            [\n              -122.46185302734372,\n              40.22712123211294\n            ],\n            [\n              -122.54699707031249,\n              40.22082997283287\n            ],\n            [\n              -122.67883300781249,\n              40.20824570152502\n            ],\n            [\n              -122.69256591796874,\n              40.16418235037417\n            ],\n            [\n              -122.67333984374999,\n              39.99395569397331\n            ],\n            [\n              -122.54150390625,\n              39.42134249546523\n            ],\n            [\n              -122.45635986328124,\n              39.24288969082635\n            ],\n            [\n              -122.34649658203124,\n              39.07251146922361\n            ],\n            [\n              -122.18719482421874,\n              38.79904887985135\n            ],\n            [\n              -122.09930419921874,\n              38.73480362521081\n            ],\n            [\n              -122.01141357421875,\n              38.68122173079789\n            ],\n            [\n              -121.80541992187499,\n              38.67907761983558\n            ],\n            [\n              -121.69555664062499,\n              38.69408504756833\n            ],\n            [\n              -121.66259765624999,\n              38.72623322072787\n            ],\n            [\n              -121.67633056640624,\n              38.82901019751963\n            ],\n            [\n              -121.74774169921875,\n              38.91668153637508\n            ],\n            [\n              -121.78070068359375,\n              38.98503278695909\n            ],\n            [\n              -121.84112548828125,\n              39.06184913429154\n            ],\n            [\n              -121.87408447265625,\n              39.15349256868936\n            ],\n            [\n              -121.90979003906249,\n              39.21948715423953\n            ],\n            [\n              -121.94000244140624,\n              39.32155002466662\n            ],\n            [\n              -121.95373535156249,\n              39.41497702499074\n            ],\n            [\n              -121.90979003906249,\n              39.527348072681455\n            ],\n            [\n              -121.91528320312497,\n              39.58240712203527\n            ],\n            [\n              -121.915283203125,\n              39.65011210186371\n            ],\n            [\n              -121.937255859375,\n              39.705073625554476\n            ],\n            [\n              -122.04437255859375,\n              39.842286020743394\n            ],\n            [\n              -122.07733154296875,\n              39.97291055131899\n            ],\n            [\n              -122.09930419921874,\n              40.094882122321145\n            ],\n            [\n              -122.18170166015625,\n              40.14109012528468\n            ],\n            [\n              -122.2613525390625,\n              40.176774799905445\n            ],\n            [\n              -122.3272705078125,\n              40.20614809577503\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e33b8","contributors":{"authors":[{"text":"Bertoldi, Gilbert L.","contributorId":60208,"corporation":false,"usgs":true,"family":"Bertoldi","given":"Gilbert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195971,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","interactions":[{"subject":{"id":15597,"text":"ofr7526 - 1975 - Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","indexId":"ofr7526","publicationYear":"1975","noYear":false,"title":"Hydrology and sedimentation of Bixler Run basin, central Pennsylvania"},"predicate":"SUPERSEDED_BY","object":{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","indexId":"wsp1798N","publicationYear":"1976","noYear":false,"chapter":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania"},"id":1}],"lastModifiedDate":"2017-06-19T14:06:02","indexId":"wsp1798N","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"1798","chapter":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","docAbstract":"Rainfall, streamflow, stream chemical, and sediment discharge data were collected from Bixler Run near Loysville, Pa., during the period from February 1954 to September 1969 as part of a project to evaluate sediment discharge from an agricultural area in which soil-conservation techniques were being adopted at a moderate rate. The study was conducted by the U.S. Geological Survey in cooperation with the Pennsylvania Department of Environmental Resources, State Conservation Commission. \r\n\r\nSediment yields from the basin averaged 64 tons per square mile (22 tonnes per square kilometre) per year, approximately 25 percent less than yields from the surrounding area. The relation between water discharge and suspended-sediment discharge remained constant during the study. Suspended-sediment concentrations in the streamflow were less than 10 milligrams per litre 70 percent of the time. The concentration of chloride ions in the streamflow increased from 1959 to 1969. Ground water maintained flows at the gaging location at a rate of 1.9 cubic feet per second (0.054 cubic metres per second) during the period of data collection.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1798N","usgsCitation":"Reed, L.A., 1976, Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania: U.S. Geological Survey Water Supply Paper 1798, v, 20 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1798N.","productDescription":"v, 20 p. :ill., maps ;24 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":28852,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798n/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138148,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798n/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605056","contributors":{"authors":[{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":145428,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25467,"text":"wri7699 - 1976 - Effects of off-road vehicle use on the hydrology and landscape of arid environments in central and southern California","interactions":[],"lastModifiedDate":"2019-11-22T15:14:50","indexId":"wri7699","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-99","title":"Effects of off-road vehicle use on the hydrology and landscape of arid environments in central and southern California","docAbstract":"<p>Two widely separated sites in California used for motorcycle hill-climbing were studied to evaluate the impact on the landscape and hydrology. At Panoche Hills in central California, an area formerly used by motorcycles together with an adjacent unused area were monitored from 1971 to 1975. Observations in both areas included measurements of precipitation, runoff, soil moisture, soil bulk density, plant cover, and erosion surveys. At Dove Spring Canyon in southern California erosion was measured on a site that is currently being used for motorcycle hill-climbing. At the Panoche Hills site, the area used by motorcycles produced about eight times as much runoff as the unused area. Similarly, sediment yield from the used areas was 857 cubic meters/sq km, while the quantity of sediment from the unused area was not measurable by standard methods. At the Dove Spring Canyon site, which is still being used for hill-climbing, erosion surveys show that degradation in trails has been as much as 0.3 m in the period 1973-75. Compaction of soils and reduction of permeability appears to be the most serious hydrologic impact of motorcycle use at Panoche Hills. Increased bulk density of soils reduces depth of moisture penetration which deprives plants of moisture needed for growth. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7699","usgsCitation":"Snyder, C., Frickel, D., Hadley, R.F., and Miller, R., 1976, Effects of off-road vehicle use on the hydrology and landscape of arid environments in central and southern California: U.S. Geological Survey Water-Resources Investigations Report 76-99, iv, 45 p. , https://doi.org/10.3133/wri7699.","productDescription":"iv, 45 p. ","costCenters":[],"links":[{"id":156971,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0099/report-thumb.jpg"},{"id":369494,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Dove Spring Canyon, Panoche Hills","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.14624023437499,\n              35.14237113713991\n            ],\n            [\n              -118.07556152343749,\n              35.14237113713991\n            ],\n            [\n              -118.07556152343749,\n              36.6551995018735\n            ],\n            [\n              -121.14624023437499,\n              36.6551995018735\n            ],\n            [\n              -121.14624023437499,\n              35.14237113713991\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4445","contributors":{"authors":[{"text":"Snyder, Charles T.","contributorId":53767,"corporation":false,"usgs":true,"family":"Snyder","given":"Charles T.","affiliations":[],"preferred":false,"id":193811,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frickel, D. G.","contributorId":11213,"corporation":false,"usgs":true,"family":"Frickel","given":"D. G.","affiliations":[],"preferred":false,"id":193809,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hadley, R. F.","contributorId":27028,"corporation":false,"usgs":true,"family":"Hadley","given":"R.","middleInitial":"F.","affiliations":[],"preferred":false,"id":193810,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R.F.","contributorId":83882,"corporation":false,"usgs":true,"family":"Miller","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":193812,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":43570,"text":"ofr7627 - 1976 - Land use and land cover and associated maps for Savannah, Georgia; Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:11:03","indexId":"ofr7627","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-27","title":"Land use and land cover and associated maps for Savannah, Georgia; Alabama","language":"ENGLISH","doi":"10.3133/ofr7627","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Land use and land cover and associated maps for Savannah, Georgia; Alabama: U.S. Geological Survey Open-File Report 76-27, 4 maps., https://doi.org/10.3133/ofr7627.","productDescription":"4 maps.","costCenters":[],"links":[{"id":167850,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af5a9","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":531245,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2085,"text":"wsp2039B - 1976 - An appraisal of ground water for irrigation in the Appleton area, west-central Minnesota","interactions":[{"subject":{"id":14609,"text":"ofr7532 - 1975 - An appraisal of groundwater for irrigation in the Appleton area, west-central Minnesota","indexId":"ofr7532","publicationYear":"1975","noYear":false,"title":"An appraisal of groundwater for irrigation in the Appleton area, west-central Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":2085,"text":"wsp2039B - 1976 - An appraisal of ground water for irrigation in the Appleton area, west-central Minnesota","indexId":"wsp2039B","publicationYear":"1976","noYear":false,"chapter":"B","title":"An appraisal of ground water for irrigation in the Appleton area, west-central Minnesota"},"id":1}],"lastModifiedDate":"2018-03-12T13:00:16","indexId":"wsp2039B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"2039","chapter":"B","title":"An appraisal of ground water for irrigation in the Appleton area, west-central Minnesota","docAbstract":"<p>Supplemental irrigation of well-drained sandy soils has prompted an evaluation of ground water in the Appleton area. Glacial drift aquifers are the largest source of ground water. The surficial outwash sand and gravel is the most readily available and the most areally extensive drift aquifer, and it underlies much of the sandy soil area. Saturated thickness of the outwash is more than 80 feet (24 m) in places, and potential well yields may exceed 1,200 gal/min (76 1/s) in some areas. In about 17 percent of the area, yields of more than 300 gal/min (19 1/s) are obtainable.</p>\n<p>Recharge to the outwash aquifer occurs primarily during the spring thaw and averages about 5 inches (12.7 cm) annually. Most discharge from the aquifer appears as base flow in the Pomme de Terre River. Despite dissolved-solids concentrations ranging from 280 to 1,350 mg/1, the water is chemically suitable for irrigation.</p>\n<p>Mathematical models of a part of the aquifer were made to evaluate the effects of 20 successive years of ground-water withdrawal for three irrigation-development patterns. It was estimated that the present annual withdrawal rate of 1,410 acre-ft (1.74 hm<sup>3</sup>) would result in water-level declines of less than 3 feet (0.9 m). However, annual withdrawals of 8,450 acre-ft (10.4 hm<sup>3</sup>) would cause aquifer dewatering and decreased well yields in some places. After a new state of equilibrium was established in response to withdrawals, most of the withdrawal would be supplied by diverted base flow from the Pomme de Terre River.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2039B","collaboration":"Prepared in cooperation with the WesMin Resource Conservation and Development Project Committee and the Minnesota Department of Natural Resources, Division of Waters, Soils, and Minerals","usgsCitation":"Larson, S.P., 1976, An appraisal of ground water for irrigation in the Appleton area, west-central Minnesota: U.S. Geological Survey Water Supply Paper 2039, Document: v, 34 p.; 3 Plates: 43.27 x 19.00 inches or smaller, https://doi.org/10.3133/wsp2039B.","productDescription":"Document: v, 34 p.; 3 Plates: 43.27 x 19.00 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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-96.04179382324219,\n              45.14160960900533\n            ],\n            [\n              -96.03527069091797,\n              45.131679975460514\n            ],\n            [\n              -96.02840423583984,\n              45.12199086176226\n            ],\n            [\n              -96.01055145263672,\n              45.114965225211904\n            ],\n            [\n              -96.00231170654297,\n              45.109877155278056\n            ],\n            [\n              -95.99441528320312,\n              45.1062425418872\n            ],\n            [\n              -95.98857879638672,\n              45.09873027414909\n            ],\n            [\n              -95.97896575927734,\n              45.08830839528689\n            ],\n            [\n              -95.96420288085938,\n              45.075702652276576\n            ],\n            [\n              -95.95699310302734,\n              45.069883678948294\n            ],\n            [\n              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-95.8780288696289,\n              45.01821432797107\n            ],\n            [\n              -95.87493896484374,\n              45.01869970323364\n            ],\n            [\n              -95.86875915527344,\n              45.01530198999212\n            ],\n            [\n              -95.86601257324219,\n              45.01214679003178\n            ],\n            [\n              -95.8615493774414,\n              45.01020504211413\n            ],\n            [\n              -95.8612060546875,\n              45.00753503123719\n            ],\n            [\n              -95.8553695678711,\n              45.00510764061729\n            ],\n            [\n              -95.84815979003906,\n              45.00268014713598\n            ],\n            [\n              -95.8447265625,\n              44.999767019181306\n            ],\n            [\n              -95.8392333984375,\n              44.99612540094357\n            ],\n            [\n              -95.83305358886719,\n              44.99175515355984\n            ],\n            [\n              -95.82927703857422,\n              44.98932709434068\n            ],\n            [\n              -95.82550048828125,\n              44.991026746594535\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685728","contributors":{"authors":[{"text":"Larson, Steven P.","contributorId":78718,"corporation":false,"usgs":true,"family":"Larson","given":"Steven","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":144653,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":43571,"text":"ofr76112 - 1976 - Land use and land cover and associated maps for Scott City, Kans.","interactions":[],"lastModifiedDate":"2012-02-02T00:11:04","indexId":"ofr76112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-112","title":"Land use and land cover and associated maps for Scott City, Kans.","language":"ENGLISH","doi":"10.3133/ofr76112","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Land use and land cover and associated maps for Scott City, Kans.: U.S. Geological Survey Open-File Report 76-112, 5 maps., https://doi.org/10.3133/ofr76112.","productDescription":"5 maps.","costCenters":[],"links":[{"id":168460,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af5b0","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":531246,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15275,"text":"ofr76220 - 1976 - Uranium and trace elements in stream sediments as an exploration tool","interactions":[],"lastModifiedDate":"2012-02-02T00:07:00","indexId":"ofr76220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-220","title":"Uranium and trace elements in stream sediments as an exploration tool","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76220","usgsCitation":"Otton, J.K., 1976, Uranium and trace elements in stream sediments as an exploration tool: U.S. Geological Survey Open-File Report 76-220, ii, 19 leaves :ill., maps ;27 cm., https://doi.org/10.3133/ofr76220.","productDescription":"ii, 19 leaves :ill., maps ;27 cm.","costCenters":[],"links":[{"id":148194,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605c8a","contributors":{"authors":[{"text":"Otton, James K. jkotton@usgs.gov","contributorId":1170,"corporation":false,"usgs":true,"family":"Otton","given":"James","email":"jkotton@usgs.gov","middleInitial":"K.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":170867,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2079,"text":"wsp2038 - 1976 - Hydrology and environmental aspects of Erie Canal (1817-99)","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2038","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"2038","title":"Hydrology and environmental aspects of Erie Canal (1817-99)","docAbstract":"As the first major water project in the United States, the old Erie Canal provides an example of the hydrological and environmental consequences of water development. The available record shows that the project aroused environmental fears that the canal might be impaired by the adverse hydrologic effects of land development induced by the canal. Water requirements proved greater than anticipated, and problems of floods and hydraulic inefficiencies beset navigation throughout its history. The Erie Canal proved the practicality of major hydraulic works to the extent that operations and maintenance could cope with the burdens of deficiencies in design. \r\n\r\nThe weight of prior experience that upland streams, such as the Potomac and Mohawk Rivers, had proved unsatisfactory for dependable navigation, led to a decision to build an independent canal which freed the location from the constraints of river channels and made possible a cross-country water route directly to Lake Erie. \r\n\r\nThe decision on dimensioning the canal prism--chiefly width and depth-involved balance between a fear of building too small and thus not achieving the economic potentials, and a fear of building too expensively. The constraints proved effective, and for the first part of its history the revenues collected were sufficient to repay all costs. So great was the economic advantage of the canal that the rising trend in traffic soon induced an enlargement of the canal cross section, based upon a new but riskier objective-build as large as the projected trend in toll revenues would finance. The increased revenues did not materialize. \r\n\r\nWater supplies were a primary concern for both the planners and the operators of the canal. Water required for lockage, although the most obvious to the planners, proved to be a relatively minor item compared with the amounts of water that were required to compensate for leakage through the bed and banks of the canal. Leakage amounted to about 8 inches of depth per day. The total quantities of water taken into the canal made it the largest hydraulic undertaking of the 19th century in the United States. The diversion of water to factories that were attracted to the canal as a source of hydraulic power added to the water requirements. Although new feeders and reservoirs to extend the supply were built throughout the canal's history, these efforts to cope with water shortages were never fully successful. The primary cause of the persistent deficiencies in supply was the method used to estimate the available flow of the. streams during extended dry spells. Ad hoc, spot measurements of streamflow consistently led to overestimation of the dependable supply. \r\n\r\nThere was a persistent hydraulic problem as well. The cross section of the canal, especially when obstructed by many barges, was inadequate to convey the large volumes of water needed to maintain navigable depths over the long distances between feeders. \r\n\r\nThe major flood problem was caused by cross-drainage--the small creeks that crossed under the canal in culverts. Washout of culverts was a never-ending source of sporadic disruption of traffic of 1 or 2 weeks duration. Repairs and replacements could not cope with the problem created by deficiency in information ,about the flood potentials of 'the small streams. \r\n\r\nA fortunate occurrence of severe floods in 1817 at the start of canal construction provided such clear and persuasive evidence of the flood potentials of the, Mohawk River, which the canal followed for about 110 miles, so as to compel putting the canal at a high level in difficult terrain. \r\n\r\nEnvironmental anxieties, broached early in the planning of the canal, centered on the potentially adverse effects of land development and deforestation on floods, water supply, and erosion. The flow of rivers did not decrease as originally feared. Land use did not increase the intensity of flooding and so endanger the canal. Viewed first as a conveyor of pure water from Lake ","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2038","usgsCitation":"Langbein, W.B., 1976, Hydrology and environmental aspects of Erie Canal (1817-99): U.S. Geological Survey Water Supply Paper 2038, vi, 92 p. :ill., maps ;23 cm. --, https://doi.org/10.3133/wsp2038.","productDescription":"vi, 92 p. :ill., maps ;23 cm. --","costCenters":[],"links":[{"id":138347,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2038/report-thumb.jpg"},{"id":27639,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db6050f0","contributors":{"authors":[{"text":"Langbein, Walter Basil","contributorId":40581,"corporation":false,"usgs":true,"family":"Langbein","given":"Walter","email":"","middleInitial":"Basil","affiliations":[],"preferred":false,"id":144647,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":60962,"text":"mf450E - 1976 - Map showing unconsolidated materials, Windsor Locks quadrangle, Connecticut","interactions":[],"lastModifiedDate":"2022-04-08T21:49:14.197024","indexId":"mf450E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"450","chapter":"E","title":"Map showing unconsolidated materials, Windsor Locks quadrangle, Connecticut","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf450E","usgsCitation":"Stone, J.R., 1976, Map showing unconsolidated materials, Windsor Locks quadrangle, Connecticut: U.S. Geological Survey Miscellaneous Field Studies Map 450, Report: 5 p.; 1 Plate: 35.93 × 28.54 inches, https://doi.org/10.3133/mf450E.","productDescription":"Report: 5 p.; 1 Plate: 35.93 × 28.54 inches","costCenters":[],"links":[{"id":187351,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":266820,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/mf/0450e/report.pdf"},{"id":268475,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0450e/plate-1.pdf"},{"id":398435,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_2882.htm"}],"scale":"24000","country":"United States","state":"Connecticut","otherGeospatial":"Windsor Locks quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -72.75,\n              41.875\n            ],\n            [\n              -72.625,\n              41.875\n            ],\n            [\n              -72.625,\n              42\n            ],\n            [\n              -72.75,\n              42\n            ],\n            [\n              -72.75,\n              41.875\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0ce4b07f02db69e4a9","contributors":{"authors":[{"text":"Stone, J. R.","contributorId":87964,"corporation":false,"usgs":true,"family":"Stone","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":264700,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13924,"text":"ofr76235 - 1976 - An introduction to the geologic literature of Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:06:56","indexId":"ofr76235","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-235","title":"An introduction to the geologic literature of Alaska","language":"ENGLISH","publisher":"United States Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr76235","usgsCitation":"Grybeck, D.J., 1976, An introduction to the geologic literature of Alaska: U.S. Geological Survey Open-File Report 76-235, 23 leaves ;28 cm., https://doi.org/10.3133/ofr76235.","productDescription":"23 leaves ;28 cm.","costCenters":[],"links":[{"id":147001,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":111771,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.dggs.dnr.state.ak.us/pubs/id/11125","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db6843bd","contributors":{"authors":[{"text":"Grybeck, D. J.","contributorId":47367,"corporation":false,"usgs":true,"family":"Grybeck","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":168648,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2688,"text":"wsp1798O - 1976 - Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina","interactions":[],"lastModifiedDate":"2019-12-30T10:11:16","indexId":"wsp1798O","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"1798","chapter":"O","title":"Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina","docAbstract":"The sediment-transport characteristics of streams were determined in a 15,500-square-kilometre (6,000-square-mile) area of the Coastal Plain and Piedmont regions of eastern North Carolina during 1969-73. The study covered all or parts of 21 counties and included data for 28 sediment-sampling stations in parts of 4 major river basins?the Roanoke, Pamlico, Neuse, and Cape Fear. Annual suspended-sediment yields ranged from 117 to 4.2 tonnes per square kilometre (333 to 12 tons per square mile). Streams in the Piedmont region have the highest yields. Suspended-sediment yield decreases in an eastward direction from the Piedmont to the Coastal Plain region.\r\n\r\nSediment characteristics are directly affected by topography, storm runoff, geology, land use, and man-made detention structures. At one sampling station in the 1973 water year 44 percent of the suspended sediment tonnage was transported during 34 days of high flow. In the Piedmont region, sediment yields vary indirectly with the percentage of forest cover in the basin, but there appears to be no definite relationship between forest cover and sediment yield in the Coastal Plain region. Large lakes act as sediment-detention reservoirs. Average annual sediment yields ranged from 34 to 117 tonnes per square kilometre (98 to 333 tons per square mile) for 3 headwater streams which flow into Hyco Lake in Person County; however, the yield for the station less than 3.2 kilometres (2 miles) downstream from Hyco Dam was about 4.2 tonnes per square kilometre (12 tons per square mile).\r\n\r\nMost suspended sediment during floods in Piedmont streams ranges in size from sand to silt, whereas the suspended material in flooding streams in the Coastal Plain is generally clay size.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1798O","usgsCitation":"Simmons, C.E., 1976, Sediment characteristics of streams in the eastern Piedmont and western Coastal Plain regions of North Carolina: U.S. Geological Survey Water Supply Paper 1798, vi, 32 p., https://doi.org/10.3133/wsp1798O.","productDescription":"vi, 32 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":138801,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1798o/report-thumb.jpg"},{"id":29045,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1798o/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.92529296875,\n              35.24561909420681\n            ],\n            [\n              -77.178955078125,\n              35.24561909420681\n            ],\n            [\n              -77.178955078125,\n              36.55377524336089\n            ],\n            [\n              -80.92529296875,\n              36.55377524336089\n            ],\n            [\n              -80.92529296875,\n              35.24561909420681\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a136","contributors":{"authors":[{"text":"Simmons, Clyde E.","contributorId":71528,"corporation":false,"usgs":true,"family":"Simmons","given":"Clyde","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145610,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9196,"text":"ofr76746 - 1976 - Toxicity of selected elements to plants, animals, and man; an outline","interactions":[{"subject":{"id":9196,"text":"ofr76746 - 1976 - Toxicity of selected elements to plants, animals, and man; an outline","indexId":"ofr76746","publicationYear":"1976","noYear":false,"title":"Toxicity of selected elements to plants, animals, and man; an outline"},"predicate":"SUPERSEDED_BY","object":{"id":34538,"text":"b1466 - 1979 - Element concentrations toxic to plants, animals, and man","indexId":"b1466","publicationYear":"1979","noYear":false,"title":"Element concentrations toxic to plants, animals, and man"},"id":1}],"supersededBy":{"id":34538,"text":"b1466 - 1979 - Element concentrations toxic to plants, animals, and man","indexId":"b1466","publicationYear":"1979","noYear":false,"title":"Element concentrations toxic to plants, animals, and man"},"lastModifiedDate":"2012-02-02T00:06:11","indexId":"ofr76746","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-746","title":"Toxicity of selected elements to plants, animals, and man; an outline","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76746","usgsCitation":"Gough, L.P., and Shacklette, H.T., 1976, Toxicity of selected elements to plants, animals, and man; an outline: U.S. Geological Survey Open-File Report 76-746, iii, 46 leaves ;27 cm., https://doi.org/10.3133/ofr76746.","productDescription":"iii, 46 leaves ;27 cm.","costCenters":[],"links":[{"id":140929,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627f9d","contributors":{"authors":[{"text":"Gough, L. P.","contributorId":64198,"corporation":false,"usgs":true,"family":"Gough","given":"L.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":159265,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shacklette, Hansford Threlkeld","contributorId":94660,"corporation":false,"usgs":true,"family":"Shacklette","given":"Hansford","email":"","middleInitial":"Threlkeld","affiliations":[],"preferred":false,"id":159266,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44684,"text":"wri7690 - 1976 - Water resources of Lincoln County coastal area, Oregon","interactions":[],"lastModifiedDate":"2016-07-08T09:15:31","indexId":"wri7690","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-90","title":"Water resources of Lincoln County coastal area, Oregon","docAbstract":"<p>The Lincoln County coastal area is underlain by Tertiary volcanic and sedimentary rocks of low permeability that store only a small volume of the annual precipitation which averages 68 inches (1,730 millimeters). Consequently, the Tertiary units yield small quantities of water to wells and furnish little ground-water discharge to maintain the base flow of streams. Although streamflow is normally abundant during the wet season, flow decreases greatly during summer when needed most.</p>\n<p>Quaternary marine terrace deposits of semiconsolidated sand border the western part of the area and are the most productive aquifers. Several wells drilled into the Quaternary deposits are among the highest producing wells of the area, with yields of 25 to 60 gallons per minute (1.6 to 3.8 liters per second). The Siletz River Volcanics is one of the better aquifers in the area and generally yields water in volumes sufficient for domestic use. The average well drilled into these rocks yields 5 to 10 gallons per minute (0.3 to 0.6 liters per second). Locally, this formation is quite permeable and has a producing well in the study area, with a yield of 120 gallons per minute (7.6 liters per second). Other volcanic rocks of small areal extent and largely untested, are the basalts near Depoe Bay, Cape Foulweather, Yachats, and Cape Perpetua. Wells drilled in January 1976 near Depoe Bay indicate that as much as 125 gal/min (10 L/s) of water can be obtained from wells drilled into the basalt.</p>\n<p>Tertiary marine sedimentary rocks of siltstone and sandstone are widespread throughout the area. Yields of wells drilled in these rocks are generally low (less than 5 gallons per minute, or 0.3 liters per second), and many wells in these formations produce no usable quantities of ground water.</p>\n<p>Approximately 5,000,000 acre-feet (6,000 cubic hectometers) of water discharges annually into the Pacific Ocean from all streams along the Lincoln County coast. About 85 percent of the annual streamflow occurs from November through April. Minimum streamflaws occur from August through October when, at times, as little as 450 acre-feet (55 hectometers) per day flows from all streams.</p>\n<p>Most of the ground water, with the exception of water from some wells drilled in the marine siltstone and sandstone, contains relatively small concentrations of dissolved minerals. Wells that tap the marine deposits at low altitudes have high concentrations of dissolved minerals, particularly sodium&nbsp;and chloride. In general, analyses of water from the 14 streams sampled in Lincoln County show very good chemical quality. The iron content of Depoe and Thiel Creeks is above the Environmental Protection Agency's recommended limit of 0.3 milligrams per liter for drinking water.</p>\n<p>Annual water use totals 6.7 billion gallons, which is less than 0.5 percent of runoff. About 70 percent of the use is for industrial purposes at one lumber products mill, about 25 percent is for public supplies, and less than 5 percent for irrigation.</p>\n<p>Water supplies for all municipalities in Lincoln County currently (1975) are obtained from surface-water sources. Because of rapid economic development of the coastal area, it is expected that additional water will be needed in the future. Additional water can be supplied (1) by reservoirs on major streams; (2) by the expansion, in some locations, of present surface-water facilities on small streams; and (3) locally, by an additional small volume of supplemental water from ground-water sources.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/wri7690","collaboration":"Prepared in cooperation with the Oregon Water Resources Department","usgsCitation":"Frank, F.J., and Laenen, A., 1976, Water resources of Lincoln County coastal area, Oregon: U.S. Geological Survey Water-Resources Investigations Report 76-90, Report: v, 64 p.; Plate: 35.54 x 37.99 inches, https://doi.org/10.3133/wri7690.","productDescription":"Report: v, 64 p.; Plate: 35.54 x 37.99 inches","numberOfPages":"73","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":169120,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7690.jpg"},{"id":324867,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0090/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":324868,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0090/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","county":"LIncoln County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -124.11529541015625,\n              44.28257044667387\n            ],\n            [\n              -124.11529541015625,\n              44.991026746594535\n            ],\n            [\n              -123.54675292968749,\n              44.991026746594535\n            ],\n            [\n              -123.54675292968749,\n              44.28257044667387\n            ],\n            [\n              -124.11529541015625,\n              44.28257044667387\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f07cb","contributors":{"authors":[{"text":"Frank, F. J.","contributorId":95037,"corporation":false,"usgs":true,"family":"Frank","given":"F.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":230253,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laenen, Antonius","contributorId":107673,"corporation":false,"usgs":true,"family":"Laenen","given":"Antonius","email":"","affiliations":[],"preferred":false,"id":230254,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27324,"text":"wri7542 - 1976 - Water resources of the North Coast Limestone area, Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri7542","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"75-42","title":"Water resources of the North Coast Limestone area, Puerto Rico","docAbstract":"The north-coast limestone area, about 600 square miles, is one of the few sparsely populated parts of Puerto Rico, and is the island 's last large and underdeveloped source of ground water. The area 's limestone aquifers are (from oldest to youngest): the Lares Limestone, the Cibao Formation, the Aguada Limestone, and the Aymamon Limestone. Only between Arecibo and Barceloneta have artesian aquifers (the Montebello Limestone Member of the Cibao Formation, and the upper Lares Limestone) been found. Wells along Highway 2 can be expected to yield a few hundred gpm. Wells in the water-table aquifers can be expected to yield 1,000 gpm in the upper Aymamon Limestone; in the lower Aymamon and Aguada Limestones yields range from 100 to 800 gpm, and in the Cibao Formation and Lares Limestone, from 100 to 200 gpm. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7542","usgsCitation":"Giusti, E.V., and Bennett, G.D., 1976, Water resources of the North Coast Limestone area, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 75-42, iv, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri7542.","productDescription":"iv, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121504,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0042/report-thumb.jpg"},{"id":56191,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0042/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b07","contributors":{"authors":[{"text":"Giusti, Ennio V.","contributorId":35301,"corporation":false,"usgs":true,"family":"Giusti","given":"Ennio","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":197920,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":197919,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43929,"text":"ofr76123 - 1976 - Land use and land cover and associated maps for Reno, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:11:05","indexId":"ofr76123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-123","title":"Land use and land cover and associated maps for Reno, Nevada","language":"ENGLISH","doi":"10.3133/ofr76123","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Land use and land cover and associated maps for Reno, Nevada: U.S. Geological Survey Open-File Report 76-123, 5 maps ;45 x 70 cm., https://doi.org/10.3133/ofr76123.","productDescription":"5 maps ;45 x 70 cm.","costCenters":[],"links":[{"id":168482,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af5d3","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":531477,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44681,"text":"wri76100 - 1976 - Buried aquifers in the Brooten-Belgrade and Lake Emily areas, west-central Minnesota--Factors related to developing water for irrigation","interactions":[],"lastModifiedDate":"2018-04-02T12:14:04","indexId":"wri76100","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-100","title":"Buried aquifers in the Brooten-Belgrade and Lake Emily areas, west-central Minnesota--Factors related to developing water for irrigation","docAbstract":"<p>Irrigation has given a substantial boost to the economy in the Brooten-Belgrade and Lake Emily areas of Minnesota. The surficial outwash aquifer is capable of yielding sufficient quantities of water for irrigation over half of its area; the remaining part may be supplied by deep aquifers. Buried glacial outwash and Cretaceous sand aquifers, as thick as 50 feet occur to depths of 300 feet. In places, the buried aquifers are sufficiently thick and permeable to yield large quantities of water to wells. The buried aquifers are probably narrow, elongate, truncated bodies enclosed by clay till. The Precambrian surface, ranging from 190 to 350 feet below the land surface, is the lower limit of the buried aquifers.</p>\n<p>Water in the buried-drift aquifers is a very hard calcium magnesium bicarbonate type, suitable for irrigation needs. Water in Cretaceous aquifers, although untested, is expected to be higher in dissolved solids.</p>\n<p>Potential water problems include slow rate of recharge to buried aquifers, and head loss caused by screening of the surficial and buried aquifers in the same well, and by allowing well to flow unabated. Another potential problem is possible pollution of the buried aquifers through the boreholes of multiaquifer wells.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri76100","collaboration":"Prepared in cooperation with the WesMin Resource Conservation and Development Project Committee and the Minnesota Department of Natural Resources Division of Waters","usgsCitation":"Wolf, R.J., 1976, Buried aquifers in the Brooten-Belgrade and Lake Emily areas, west-central Minnesota--Factors related to developing water for irrigation: U.S. Geological Survey Water-Resources Investigations Report 76-100, Document: vi, 72 p.; 7 Plates: 15.23 x 16.54 inches or smaller, https://doi.org/10.3133/wri76100.","productDescription":"Document: vi, 72 p.; 7 Plates: 15.23 x 16.54 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":99314,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0100/plate-1.pdf","size":"398","linkFileType":{"id":1,"text":"pdf"}},{"id":99315,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0100/plate-2.pdf","size":"486","linkFileType":{"id":1,"text":"pdf"}},{"id":99316,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0100/plate-3.pdf","size":"505","linkFileType":{"id":1,"text":"pdf"}},{"id":99317,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0100/plate-4.pdf","size":"399","linkFileType":{"id":1,"text":"pdf"}},{"id":99318,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0100/plate-5.pdf","size":"416","linkFileType":{"id":1,"text":"pdf"}},{"id":167930,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0100/report-thumb.jpg"},{"id":99319,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0100/plate-6.pdf","size":"531","linkFileType":{"id":1,"text":"pdf"}},{"id":99320,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0100/plate-7.pdf","size":"449","linkFileType":{"id":1,"text":"pdf"}},{"id":99313,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0100/report.pdf","size":"4235","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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J.","contributorId":21518,"corporation":false,"usgs":true,"family":"Wolf","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":230249,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9263,"text":"ofr76793 - 1976 - Ground-water conditions in the Kingston area, Luzerne County, Pennsylvania, and their effect on basement flooding","interactions":[],"lastModifiedDate":"2017-07-05T10:10:15","indexId":"ofr76793","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-793","title":"Ground-water conditions in the Kingston area, Luzerne County, Pennsylvania, and their effect on basement flooding","docAbstract":"Ground water underlying the Kingston area occurs in one very complex reservoir that consists of two essential parts--a shallow system and a deep system. The shallow system is composed of the unconsolidated deposits in the buried valley. The deep system is composed of bedrock, including anthracite coal, some of which has been removed by mining. Ground-water levels in the shallow system are affected by fluctuations in the stage of the Susquehanna River as far as 1 mile (1.609 kilometers) from the river. At greater distances, ground-water levels are controlled by local stream losses and ground-water conditions outside the study area. Ground-water levels in the deep system are also affected by fluctuations in the stage of the Susquehanna River. Significant vertical movement-of groundwater is probably occurring between the-shallow and deep systems. \r\n\r\nAreas of potential basement flooding by ground water are delineated on a depth-to-water map of the shallow system. Eight major problem areas are widely scattered throughout the study area. Although potential for basement flooding decreases as water levels decline seasonally, shallow ground-water levels in parts of the study area fluctuate so little that basement flooding can be a year-round problem.\r\n\r\nThe low relief of the study area and its proximity to the Susquehanna River favor a naturally high water level in the shallow system. In addition, two other factors probably contribute significantly to the basement flooding in all areas: recovery of water levels in the deep ground-water system following the cessation of deep mining and associated pumping, and land subsidence. \r\n\r\nThe following nonpumping methods of lowering the high water level in problem areas were evaluated: (1) gravity drainage wells, (2) gravity overflow wells (relief wells), (3) sealing of Toby Creek, and (4) a drainage ditch deep enough to intercept ground water moving into the study area from upgradient sources.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76793","usgsCitation":"Growitz, D.J., 1976, Ground-water conditions in the Kingston area, Luzerne County, Pennsylvania, and their effect on basement flooding: U.S. Geological Survey Open-File Report 76-793, vi, 108 leaves :ill. (some fold.), maps (some fold. col.) ;37 cm.; (112 p., 5 sheets, scale 1:10,000 - PGS), https://doi.org/10.3133/ofr76793.","productDescription":"vi, 108 leaves :ill. (some fold.), maps (some fold. col.) ;37 cm.; (112 p., 5 sheets, scale 1:10,000 - PGS)","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":36947,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0793/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36948,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0793/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142917,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0793/report-thumb.jpg"},{"id":36949,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0793/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36955,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0793/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36954,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0793/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36950,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0793/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36951,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0793/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36952,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0793/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36953,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0793/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36956,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0793/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"10000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d0ae","contributors":{"authors":[{"text":"Growitz, Douglas J.","contributorId":83503,"corporation":false,"usgs":true,"family":"Growitz","given":"Douglas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":159380,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44530,"text":"wri7678 - 1976 - Maps showing ground-water conditions in the lower Big Chino Valley and Williamson Valley areas, Yavapai and Coconino Counties, Arizona--1975-76","interactions":[],"lastModifiedDate":"2012-02-10T00:10:06","indexId":"wri7678","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-78","title":"Maps showing ground-water conditions in the lower Big Chino Valley and Williamson Valley areas, Yavapai and Coconino Counties, Arizona--1975-76","docAbstract":"Arizona is divided into 67 ground-water areas, and individual areas are selected for intensive data collection once every 6 years. The data collected in the lower Big Chino Valley and Williamson Valley areas are given on maps that show depth to water, well depth, and altitude of the water level, 1975-76; pumpage, 1950-74; and specific conductance, fluoride concentration, and irrigated area, 1974. Scale 1:125,000. (Woodard-USGS)","language":"ENGLISH","doi":"10.3133/wri7678","usgsCitation":"Wallace, B., and Laney, R., 1976, Maps showing ground-water conditions in the lower Big Chino Valley and Williamson Valley areas, Yavapai and Coconino Counties, Arizona--1975-76: U.S. Geological Survey Water-Resources Investigations Report 76-78, 2 maps on 2 sheets ; 72 x 74 cm. folded to 27 x 20 cm., https://doi.org/10.3133/wri7678.","productDescription":"2 maps on 2 sheets ; 72 x 74 cm. folded to 27 x 20 cm.","costCenters":[],"links":[{"id":134793,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"26720","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113,34.583333333333336 ], [ -113,35.25 ], [ -112.13333333333334,35.25 ], [ -112.13333333333334,34.583333333333336 ], [ -113,34.583333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605a0b","contributors":{"authors":[{"text":"Wallace, B.L.","contributorId":16385,"corporation":false,"usgs":true,"family":"Wallace","given":"B.L.","email":"","affiliations":[],"preferred":false,"id":229942,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laney, R. L.","contributorId":83889,"corporation":false,"usgs":true,"family":"Laney","given":"R. L.","affiliations":[],"preferred":false,"id":229943,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}