{"pageNumber":"2334","pageRowStart":"58325","pageSize":"25","recordCount":68857,"records":[{"id":68497,"text":"ha558 - 1976 - Water resources of northwestern Wyoming","interactions":[{"subject":{"id":13186,"text":"ofr75409 - 1975 - Water resources of northwestern Wyoming","indexId":"ofr75409","publicationYear":"1975","noYear":false,"title":"Water resources of northwestern Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":68497,"text":"ha558 - 1976 - Water resources of northwestern Wyoming","indexId":"ha558","publicationYear":"1976","noYear":false,"title":"Water resources of northwestern Wyoming"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha558","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"558","title":"Water resources of northwestern Wyoming","docAbstract":"This 3-sheet map report describes the hydrologic conditions in northwestern Wyoming. The increasing number of tourists and residents and the shifting of overnight accommodations for tourists from Yellowstone and Grand Teton National Parks to nearby areas may result in the need for development of additional water supplies in northwestern Wyoming. Hydrologic data have been collected from wells, springs, streams, and lakes in northwestern Wyoming and are given in maps, tables, and graphs. Using streamflow and water-table data, the transmissivity of a segment of an aquifer in alluvium and glacial outwash in Jackson Hole was estimated to be 30,000 feet squared per day (2,800 meters squared per day). Water in the study area is used for irrigation and for public, domestic, and commercial supplies. (Woodard-USGS)","language":"ENGLISH","doi":"10.3133/ha558","usgsCitation":"Cox, E.R., 1976, Water resources of northwestern Wyoming: U.S. Geological Survey Hydrologic Atlas 558, 5 col. maps on 3 sheets ;102 x 76 cm. or smaller fold. in envelope 30 x 24 cm., https://doi.org/10.3133/ha558.","productDescription":"5 col. maps on 3 sheets ;102 x 76 cm. or smaller fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":185978,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90056,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/558/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90057,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/558/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90058,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/558/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.08333333333333,43 ], [ -111.08333333333333,45 ], [ -109.83333333333333,45 ], [ -109.83333333333333,43 ], [ -111.08333333333333,43 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d2e4b07f02db547f12","contributors":{"authors":[{"text":"Cox, Edward Riley","contributorId":40966,"corporation":false,"usgs":true,"family":"Cox","given":"Edward","email":"","middleInitial":"Riley","affiliations":[],"preferred":false,"id":278329,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9765,"text":"ofr76776 - 1976 - Groundwater from Lower Cretaceous rocks in Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:06:10","indexId":"ofr76776","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":"76-776","title":"Groundwater from Lower Cretaceous rocks in Kansas","docAbstract":"Sandstones in Lower Cretaceous rocks contain supplies, of water that may be adequate to meet increasing present and future demands for supplemental municipal and domestic use in central and western Kansas. \r\n\r\nAn estimated 70 to 80 million acre-feet (86,000 to 99,000 cubic hectometers) of water containing less than 1,000 milligrams per liter dissolved solids may be acceptable for use at the present (1976). An additional 10 to 15 million acre-feet (12,000 to 18,000 cubic hectometers) containing 1,000 to 3,000 milligrams per liter dissolved solids is estimated to be available for use in the future with appropriate desalinization. \r\n\r\nLower Cretaceous rocks crop out from Washington County on the north to Comanche County on-the south. The rocks dip from a structural high in the southwest part of the State to structural lows in the northwest and north-central part. Depth below land surface increases generally northwestward to about 2,600 feet (790 meters); thickness of the rocks increases westward, nearly zero to about 850 feet (260 meters). The rocks consist chiefly of marine to nonmarine shale and silt- stone interbedded with coastal to deltaic sandstone. The interbedded sandstone, which composes about one-third of the rocks, consists of one or more lenses that thicken westward to about 400 feet (120 meters) in the central part of western Kansas.\r\n\r\nThe yield of water to individual wells is related to areal extent, thickness, and interconnection of the sand lenses and to grain size and cementation of the sand. Large amounts of water may be pumped by wells where loosely cemented sand lenses are interconnected. Wells commonly yield adequate supplies for domestic and stock use; reported yields from municipal and irrigation wells range from about 100 to 2,000 gallons per minute (6 to 125 liters per second). \r\n\r\nRecharge to the Lower Cretaceous-rocks occurs in the area of outcrop and from hydraulically connected saturated Cenozoic rocks, especially in the southern part of the State. Movement of water is principally northeastward from areas of recharge to areas of discharge where streams intersect the sandstone outcrops. \r\n\r\nWater in the sandstone aquifers commonly is confined between beds of relatively impermeable shale, causing water in wells to rise above the top of the aquifer. Water levels fluctuate in response to changes in atmospheric pressure, recharge, and discharge; greatest fluctuations result from discharge to wells for municipal and irrigation use. Progressive declines in water levels have occurred where irrigation withdrawals exceed recharge. \r\n\r\nCalcium bicarbonate water is dominant near recharge areas; mixed sodium and calcium bicarbonate water and sodium chloride water become successively dominant as the water moves downgradient from the recharge areas. The quality of water ranges from fresh to very saline (less than 1.000 to 35,000 milligrams per liter dissolved solids). In the areas of generally fresh water, localized areas of calcium sulfate water result from solution of gypsum in the Kiowa Formation, and areas of sodium chloride water result from contamination by oil-field brines.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76776","usgsCitation":"Keene, K.M., and Bayne, C.K., 1976, Groundwater from Lower Cretaceous rocks in Kansas: U.S. Geological Survey Open-File Report 76-776, 64 leaves :ill. maps (some col., 3 fold.) ;28 cm.; (4 sheets, scale 1:1,000,000 - PGS), https://doi.org/10.3133/ofr76776.","productDescription":"64 leaves :ill. maps (some col., 3 fold.) ;28 cm.; (4 sheets, scale 1:1,000,000 - PGS)","costCenters":[],"links":[{"id":141191,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0776/report-thumb.jpg"},{"id":37515,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0776/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37516,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0776/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37517,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0776/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37518,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0776/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37519,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0776/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635ce5","contributors":{"authors":[{"text":"Keene, Katherine M.","contributorId":17994,"corporation":false,"usgs":true,"family":"Keene","given":"Katherine","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":160256,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bayne, Charles Knight","contributorId":35313,"corporation":false,"usgs":true,"family":"Bayne","given":"Charles","email":"","middleInitial":"Knight","affiliations":[],"preferred":false,"id":160257,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9533,"text":"ofr76497 - 1976 - A reconnaissance of the effects of a forest fire on water quality in Kings Canyon National Park, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr76497","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":"76-497","title":"A reconnaissance of the effects of a forest fire on water quality in Kings Canyon National Park, California","docAbstract":"Following two forest fires in the Roaring River drainage basin, Kings Canyon National Park, Calif., water samples were collected from May to July 1974 to determine water-quality changes resulting from the fires. Field measurements included alkalinity , pH, specific conductance, temperature, and discharge. Samples were analyzed in the laboratory for major dissolved chemical constituents, selected plant nutrients, trace metals, suspended sediment, total organic carbon, and seston. Periphytic algae and benthic invertebrate samples were collected. A noticeable increase in the concentration of nitrogen was found in Roaring River immediately downstream from the Moraine Creek fire. The increase in the concentration of inorganic nitrogen compounds, however, was not great enough to pose a serious threat to the aquatic ecosystem. High total organic nitrogen concentrations may have been due, in part, to factors other than the effect of fire. The results of other water-quality measurements were typical of dilute Sierra Nevada streams and indicate that Roaring River was not adversely affected by the fires. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76497","usgsCitation":"Hoffman, R., and Ferreira, R.F., 1976, A reconnaissance of the effects of a forest fire on water quality in Kings Canyon National Park, California: U.S. Geological Survey Open-File Report 76-497, iv, 17 p. :ill., maps ;27 cm.; (18 p. - PGS), https://doi.org/10.3133/ofr76497.","productDescription":"iv, 17 p. :ill., maps ;27 cm.; (18 p. - PGS)","costCenters":[],"links":[{"id":142806,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a85a1","contributors":{"authors":[{"text":"Hoffman, Ray J.","contributorId":53770,"corporation":false,"usgs":true,"family":"Hoffman","given":"Ray J.","affiliations":[],"preferred":false,"id":159849,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ferreira, Rodger F.","contributorId":13976,"corporation":false,"usgs":true,"family":"Ferreira","given":"Rodger","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":159848,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43135,"text":"ofr7635 - 1976 - Land use and land cover and associated maps for Clarksburg, W. Va., and Pa.","interactions":[],"lastModifiedDate":"2012-02-02T00:05:01","indexId":"ofr7635","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":"76-35","title":"Land use and land cover and associated maps for Clarksburg, W. Va., and Pa.","language":"ENGLISH","doi":"10.3133/ofr7635","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Land use and land cover and associated maps for Clarksburg, W. Va., and Pa.: U.S. Geological Survey Open-File Report 76-35, 5 maps., https://doi.org/10.3133/ofr7635.","productDescription":"5 maps.","costCenters":[],"links":[{"id":135596,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b15eb","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":530983,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26260,"text":"wri76118 - 1976 - Geohydrology of the Albin and La Grange areas, aoutheastern Wyoming","interactions":[],"lastModifiedDate":"2023-01-11T19:49:02.96036","indexId":"wri76118","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":"76-118","title":"Geohydrology of the Albin and La Grange areas, aoutheastern Wyoming","docAbstract":"<p>The Albin and La Grange areas in southeastern Wyoming are two adjoining different hydrologic areas. Since ground water is the only source of water for irrigation in the Albin area, 34 irrigation wells have been drilled since 1968 and developed in conjunction mostly with center-pivot sprinkler systems that in 1974 irrigated about 6,980 acres. Most irrigation wells are developed in channel deposits of the Ogallala Formation of late Miocene. Water levels in parts of these channel deposits have declined about 4 to 7 feet since pumping began in 1968. In the La Grange area, lands are irrigated by surface water, ground water or a combination of both. The best producing wells are those completed in both the Brule Formation of Oligocene age and the alluvium. Secondary porosity was located and elevated in the Brule using caliper logs, an Acoustic Borehole Televiewer and geophysical logs. From the spring of 1970 to the spring of 1974, hydrographs of wells in parts of the La Grange area show water-level rises of about 5 feet resulting from the net effect of surface-water recharge and groundwater pumpage. Throughout the La Grange area no significant annual water-table declines have occurred. It is unlikely that irrigation wells pumping near Horse Creek have caused significant direct streamflow depletion.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76118","usgsCitation":"Borchert, W.B., 1976, Geohydrology of the Albin and La Grange areas, aoutheastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 76-118, Report: v, 72 p.; 6 Plates: 33.00 x 27.25 inches or smaller, https://doi.org/10.3133/wri76118.","productDescription":"Report: v, 72 p.; 6 Plates: 33.00 x 27.25 inches or smaller","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":411732,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35026.htm","linkFileType":{"id":5,"text":"html"}},{"id":55066,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55065,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55062,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55061,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55067,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0118/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118958,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0118/report-thumb.jpg"},{"id":55063,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55064,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0118/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","otherGeospatial":"Albin and La Grande areas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -104.482,\n              41.565\n            ],\n            [\n              -104.482,\n              41.317\n            ],\n            [\n              -104.057,\n              41.317\n            ],\n            [\n              -104.057,\n              41.565\n            ],\n            [\n              -104.482,\n              41.565\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89dd","contributors":{"authors":[{"text":"Borchert, W. B.","contributorId":34965,"corporation":false,"usgs":true,"family":"Borchert","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":196076,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":43420,"text":"ofr76139 - 1976 - Land use and land cover maps for White East, Georgia","interactions":[],"lastModifiedDate":"2012-02-02T00:04:53","indexId":"ofr76139","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":"76-139","title":"Land use and land cover maps for White East, Georgia","language":"ENGLISH","doi":"10.3133/ofr76139","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Land use and land cover maps for White East, Georgia: U.S. Geological Survey Open-File Report 76-139, 1 map., https://doi.org/10.3133/ofr76139.","productDescription":"1 map.","costCenters":[],"links":[{"id":135230,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae0f1","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":531157,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25921,"text":"wri7541 - 1976 - Ground water in the San Juan metropolitan area, Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri7541","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":"75-41","title":"Ground water in the San Juan metropolitan area, Puerto Rico","docAbstract":"Ground water in the San Juan, Puerto Rico, area has played a declining role in water supply since the completion of the Lofza reservoir project in the early 1950's. Ground-water potential is limited because of the small size of the aquifers and susceptibility to seawater intrusion. Of the 30 million gallons per day about half is being used. Two water-bearing zones are present: an artesian aquifer, composed of the San Sebastian Formation and the lower Cibao Formation that yields an average of 244 gallons per minute to wells; and, a water-table aquifer composed of the upper Cibao Formation and the Aguada and Aymamon Limestones that yields an average of 515 gallons per minute to wells. Ground water is less mineralized inland and in the artesian aquifer. Mean concentrations of dissolved solids are 363 milligrams per liter for the artesian aquifer and 525 milligrams per liter for the water-table aquifer. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/wri7541","usgsCitation":"Anderson, H., 1976, Ground water in the San Juan metropolitan area, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 75-41, vi, 34 p. :ill., maps ;28 cm. [PGS: 107 p.], https://doi.org/10.3133/wri7541.","productDescription":"vi, 34 p. :ill., maps ;28 cm. [PGS: 107 p.]","costCenters":[],"links":[{"id":121917,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0041/report-thumb.jpg"},{"id":54679,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d8c8","contributors":{"authors":[{"text":"Anderson, H. R.","contributorId":67487,"corporation":false,"usgs":true,"family":"Anderson","given":"H. R.","affiliations":[],"preferred":false,"id":195484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26349,"text":"wri7669 - 1976 - Availability and chemical characteristics of ground water in central La Plata County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri7669","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":"76-69","title":"Availability and chemical characteristics of ground water in central La Plata County, Colorado","docAbstract":"The central part of La Plata County, Colo., has undergone rapid population growth in recent years. This growth has resulted in an increased demand for information for additional domestic, industrial, and municipal water supplies. A knowledge of the occurrence of ground water will permit a more efficient allocation of the resource. Aquifers in central La Plata County include: alluvium, Animas Formation of Quaternary and Tertiary age, Fruitland Formation, Pictured Cliffs Sandstone, three formations of the Mesa Verde Group, the Mancos Shale, Dakota Sandstone, Morrison Formation of Cretaceous and Jurassic age, and undifferentiated formations. Well yields generally are low, usually less than 25 gallons per minute. However, higher yields, 25 to 50 gallons per minute may be found locally in aquifers in the alluvium and the Animas Formation. The quality of water from the aquifers is dependent on rock type. Most of the water is a calcium bicarbonate type. However, aquifers that are predominantly fine-grained or contain interbeds of shale may contain sodium bicarbonate type water. The dissolution of minerals in the coal beds, which are present in the Mesa Verde Group and the Dakota Sandstone, can contribute high concentrations of iron, sulfate, and chloride to ground water. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7669","usgsCitation":"Brogden, R., and Giles, T., 1976, Availability and chemical characteristics of ground water in central La Plata County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 76-69, 2 maps (1 col.) ;on sheet 82 x 95 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/wri7669.","productDescription":"2 maps (1 col.) ;on sheet 82 x 95 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":158459,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":55145,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0069/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667f34","contributors":{"authors":[{"text":"Brogden, R. E.","contributorId":43356,"corporation":false,"usgs":true,"family":"Brogden","given":"R. E.","affiliations":[],"preferred":false,"id":196228,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Giles, T.F.","contributorId":83096,"corporation":false,"usgs":true,"family":"Giles","given":"T.F.","email":"","affiliations":[],"preferred":false,"id":196229,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9681,"text":"ofr76628 - 1976 - Comprehensive monitoring of meteorology, hydraulics, and thermal regime of the San Diego Aqueduct, California","interactions":[],"lastModifiedDate":"2019-04-26T09:45:06","indexId":"ofr76628","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":"76-628","title":"Comprehensive monitoring of meteorology, hydraulics, and thermal regime of the San Diego Aqueduct, California","docAbstract":"Water temperature, as well as meteorologic and hydraulic variables which influence the energy budget of the San Diego Aqueduct in southern California, were continuously monitored for a 1-year period beginning July 24, 1973. Incoming solar and atmospheric radiation, windspeed and direction, water temperature, and wet- and dry-bulb air temperatures were recorded at 10-minute intervals at each end of the 26-km concrete-lined canal, while flow rates and stages were determined at hourly intervals for five locations. Although only daily averaged values are presented in this report, all information necessary for the use and interpretation of these data are presented. Windspeeds were minimum during the early morning hours and maximum during the late afternoon; however, they were variable spatially. On the other hand, incoming radiation and absolute vapor pressure varied little from point to point. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76628","usgsCitation":"Jobson, H.E., and Sturrock, A.M., 1976, Comprehensive monitoring of meteorology, hydraulics, and thermal regime of the San Diego Aqueduct, California: U.S. Geological Survey Open-File Report 76-628, xiii, 102 p., https://doi.org/10.3133/ofr76628.","productDescription":"xiii, 102 p.","costCenters":[],"links":[{"id":363252,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0628/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0628/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8138","contributors":{"authors":[{"text":"Jobson, Harvey E.","contributorId":27032,"corporation":false,"usgs":true,"family":"Jobson","given":"Harvey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":160115,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sturrock, Alex M.","contributorId":48948,"corporation":false,"usgs":true,"family":"Sturrock","given":"Alex","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":160116,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43568,"text":"ofr76114 - 1976 - Land use and land cover and associated maps for Santa Ana, Calif.","interactions":[],"lastModifiedDate":"2012-02-02T00:11:03","indexId":"ofr76114","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":"76-114","title":"Land use and land cover and associated maps for Santa Ana, Calif.","language":"ENGLISH","doi":"10.3133/ofr76114","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Land use and land cover and associated maps for Santa Ana, Calif.: U.S. Geological Survey Open-File Report 76-114, 5 maps., https://doi.org/10.3133/ofr76114.","productDescription":"5 maps.","costCenters":[],"links":[{"id":167848,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af392","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":531243,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9715,"text":"ofr76781 - 1976 - Salt-water encroachment in aquifers near the Houston Ship Channel, Texas","interactions":[],"lastModifiedDate":"2017-06-14T13:33:06","indexId":"ofr76781","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":"76-781","title":"Salt-water encroachment in aquifers near the Houston Ship Channel, Texas","docAbstract":"<p>Interpretations based on analyses of inorganic constituents, dissolved organic carbon, and tritium in ground water and surface waters indicate that the Houston Ship Channel is the source of salt water that has been detected in shallow wells between Baytown and Houston, Texas. Analyses of the ratios of the stable isotopes of carbon, sulfur, hydrogen, and oxygen were inconclusive as to the source of the salt water, but were consistent with the hypothesis that the ship channel is the source. Estimates of the amount of vertical leakage indicate that the quantity of salt water encroaching from the surface or near surface to the Chicot aquifer, including leakage from the Houston Ship Channel, is not sufficient to appreciably alter the inorganic chemical quality of the ground water in any large segment of the aquifer. The effects of other contaminants, particularly organic substances, are not known. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76781","usgsCitation":"Jorgensen, D.G., 1976, Salt-water encroachment in aquifers near the Houston Ship Channel, Texas: U.S. Geological Survey Open-File Report 76-781, 58 p., https://doi.org/10.3133/ofr76781.","productDescription":"58 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":142314,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c892","contributors":{"authors":[{"text":"Jorgensen, Donald G.","contributorId":19537,"corporation":false,"usgs":true,"family":"Jorgensen","given":"Donald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":160173,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27309,"text":"wri7612 - 1976 - Results of infiltration tests near Scott City, western Kansas","interactions":[],"lastModifiedDate":"2018-11-15T11:55:18","indexId":"wri7612","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":"76-12","title":"Results of infiltration tests near Scott City, western Kansas","docAbstract":"<p>Several types of ring infiltrometers were used to determine infiltration rates in loessial soil near Scott City, Kansas. Test results were evaluated for consistency, and were compared with infiltration rates in the underlying loess and with hydraulic conductivities in the unsaturated zone.</p><p>Average daily infiltration rates in the Richfield soil ranged from 3 to 5 feet or 0.9 to 1.5 m (metres) after 16 days using 22-inch or 560mm (millimetre) ring infiltrometers; 2.3 feet (0.7 m) after 68 days using a 10-inch (250-mm) ring infiltrometer; and from 1.3 to 2.2 feet (0.4 to 0.7 m) after 38 days using double-ring infiltrometers. By comparison, the average daily infiltration rate in the underlying Peoria Loess using a 10-inch (250-mm) ring infiltrometer was about 13 feet (4.0 m) after 7 days.</p><p>Tests using the double-ring infiltrometer, a paraffin seal in the 22-inch (560-mm) infiltrometer, and the measurement of flow through concentric areas of the soil core indicated that leakage of water between the infiltrometer wall and the soil was not significant. Lateral movement of the wetting front extended radially 4.7 feet (1.4 m) from the infiltrometer wall.</p><p>Laboratory tests of a soil core indicated that the lowest hydraulic conductivity was in the depth interval from 3.9 to 8.6 inches (99 to 218 mm). Soil in this interval, which coincides with the depth of cultivation, evidently limits the rate of infiltration.</p><p>Air-permeability tests in the unsaturated deposits gave a hydraulic conductivity of 0.2 foot per day (0.1 m/day) for the depth interval from 57 to 75 feet (17.0 to 23.0 m) as compared to a hydraulic conductivity of 1.9 feet per day (0.6 m/day) for the depth interval from 0 to 5 feet (0 to 1.5 m). A perched water table probably would occur above this interval during prolonged infiltration.</p><p>Infiltration rates determined from the different types of ring infiltrometers were not consistent, but the tests showed that substantial quantities of water could infiltrate the Richfield soil.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7612","usgsCitation":"Gillespie, J.B., and Hargadine, G., 1976, Results of infiltration tests near Scott City, western Kansas: U.S. Geological Survey Water-Resources Investigations Report 76-12, iv, 29 p., https://doi.org/10.3133/wri7612.","productDescription":"iv, 29 p.","costCenters":[],"links":[{"id":359453,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0012/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158585,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0012/report-thumb.jpg"}],"country":"United States","state":"Kansas","city":"Scott City","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -101.11953735351562,\n              38.240337375904566\n            ],\n            [\n              -100.70343017578125,\n              38.240337375904566\n            ],\n            [\n              -100.70343017578125,\n              38.65119833229951\n            ],\n            [\n              -101.11953735351562,\n              38.65119833229951\n            ],\n            [\n              -101.11953735351562,\n              38.240337375904566\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699fc8","contributors":{"authors":[{"text":"Gillespie, Joe B.","contributorId":21194,"corporation":false,"usgs":true,"family":"Gillespie","given":"Joe","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":197893,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hargadine, G.D.","contributorId":93927,"corporation":false,"usgs":true,"family":"Hargadine","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":197894,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26928,"text":"wri76111 - 1976 - Sediment discharge from an area of highway construction, Applemans Run basin, Columbia County, Pennsylvania","interactions":[],"lastModifiedDate":"2015-10-21T11:18:29","indexId":"wri76111","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":"76-111","title":"Sediment discharge from an area of highway construction, Applemans Run basin, Columbia County, Pennsylvania","docAbstract":"<p>The effects of highway construction on stream sediment loads were studied in Applemans Run basin, Columbia County, Pa., from October 1971 to May 1974. During the investigations, about 5,200 tons of suspended-sediment were discharged from the basin. Of this amount, about 2,700 tons, or about half the total sediment discharge, as derived from the highway construction area. Annual suspended-sediment yields from 17.5 acres under construction ranged from 40,000 to 66,000 tons/sq mi in the 1972 and 1973 water years, respectively. In the 1972 and 1973 er years of active construction, 83 percent of the sediment transported from the construction site was eroded each year in storms from January to June. Seasonal trends in sediment discharge for 1972 show that 69 percent of that year 's suspended-load was transported in April, May, and June, whereas less than 1 percent was transported in July, August, and September. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76111","collaboration":"Prepared in cooperation with the Pennsylvania Department of Transportation","usgsCitation":"Eckhardt, D.A., 1976, Sediment discharge from an area of highway construction, Applemans Run basin, Columbia County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 76-111, iv, 25 p., https://doi.org/10.3133/wri76111.","productDescription":"iv, 25 p.","numberOfPages":"34","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":158453,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri76111.jpg"},{"id":310268,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0111/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Applemans Run basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.42390251159668,\n              41.025078487826015\n            ],\n            [\n              -76.42390251159668,\n              41.03890171456173\n            ],\n            [\n              -76.40480518341064,\n              41.03890171456173\n            ],\n            [\n              -76.40480518341064,\n              41.025078487826015\n            ],\n            [\n              -76.42390251159668,\n              41.025078487826015\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f61","contributors":{"authors":[{"text":"Eckhardt, David A. daeckhar@usgs.gov","contributorId":1079,"corporation":false,"usgs":true,"family":"Eckhardt","given":"David","email":"daeckhar@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":197262,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9086,"text":"ofr76609 - 1976 - Strong motion earthquake accelerograms, digitization and analysis, 1971 records","interactions":[],"lastModifiedDate":"2012-02-02T00:06:18","indexId":"ofr76609","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":"76-609","title":"Strong motion earthquake accelerograms, digitization and analysis, 1971 records","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76609","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Strong motion earthquake accelerograms, digitization and analysis, 1971 records: U.S. Geological Survey Open-File Report 76-609, v. :ill. ;28 cm.; (135 p. - PGS), https://doi.org/10.3133/ofr76609.","productDescription":"v. :ill. ;28 cm.; (135 p. - PGS)","costCenters":[],"links":[{"id":142728,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4bf2","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":528897,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":36967,"text":"fwsobs76_14 - 1976 - A study of the effects of stream channelization and bank stabilization on warm water sport fish in Iowa: subproject no. 4. The effects of long-reach channelization on habitat and invertebrate drift in some Iowa streams","interactions":[],"lastModifiedDate":"2012-02-02T00:10:01","indexId":"fwsobs76_14","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76/14","title":"A study of the effects of stream channelization and bank stabilization on warm water sport fish in Iowa: subproject no. 4. The effects of long-reach channelization on habitat and invertebrate drift in some Iowa streams","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Zimmer, D.W., and Bachmann, R.W., 1976, A study of the effects of stream channelization and bank stabilization on warm water sport fish in Iowa: subproject no. 4. The effects of long-reach channelization on habitat and invertebrate drift in some Iowa streams: FWS/OBS 76/14, iii, 87 p. : ill., 1 map; 28 cm.","productDescription":"iii, 87 p. : ill., 1 map; 28 cm.","costCenters":[],"links":[{"id":161929,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6148","contributors":{"authors":[{"text":"Zimmer, David William","contributorId":12900,"corporation":false,"usgs":true,"family":"Zimmer","given":"David","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":217256,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bachmann, Roger W.","contributorId":96737,"corporation":false,"usgs":true,"family":"Bachmann","given":"Roger","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":217257,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27178,"text":"wri7548 - 1976 - Preliminary report on water availability in the lower Ship Creek basin, Anchorage, Alaska : with special reference to the fish hatchery on Fort Richardson and a proposed fish-hatchery site near the Elmendorf Air Force base power-plant","interactions":[],"lastModifiedDate":"2018-11-19T12:13:02","indexId":"wri7548","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":"75-48","title":"Preliminary report on water availability in the lower Ship Creek basin, Anchorage, Alaska : with special reference to the fish hatchery on Fort Richardson and a proposed fish-hatchery site near the Elmendorf Air Force base power-plant","docAbstract":"<p>The availability of surface water and shallow ground water in the lower Ship Creek basin, Anchorage, Alaska, was examined using 28 years of streamflow records and well logs. Streamflow gains and losses were estimated from 23 seepage investigations made since May 1957. A contour map of the top of the principal confining stratum and an isopach map of the saturated material were made in order to locate areas with the greatest potential for unconfined ground-water development.</p><p>An adequate supply of water needed for further development of the Fort Richardson fish hatchery probably is available downstream from that site from unconfined ground-water sources. Unconfined ground water upstream from that site probably would not fulfill the water requirements of the hatchery. Additional aquifer testing is needed to verify these predictions.</p><p>At the proposed fish-hatchery site on Elmendorf Air Force Base it probably is not possible to withdraw the required water either from a system of wells in the unconfined ground-water zone or from Ship Creek during periods of low flow. Two areas upstream from the site offer better potential for unconfined ground-water development; however, exploratory test wells and aquifer testing will be required to define areas of greater saturated thickness and effects of withdrawing the water needed.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7548","usgsCitation":"Freethey, G.W., 1976, Preliminary report on water availability in the lower Ship Creek basin, Anchorage, Alaska : with special reference to the fish hatchery on Fort Richardson and a proposed fish-hatchery site near the Elmendorf Air Force base power-plant: U.S. Geological Survey Water-Resources Investigations Report 75-48, iv, 21 p., https://doi.org/10.3133/wri7548.","productDescription":"iv, 21 p.","costCenters":[],"links":[{"id":157959,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0048/report-thumb.jpg"},{"id":359555,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -150.1171875,\n              61\n            ],\n            [\n              -149.39208984375,\n              61\n            ],\n            [\n              -149.39208984375,\n              61.465019128745794\n            ],\n            [\n              -150.1171875,\n              61.465019128745794\n            ],\n            [\n              -150.1171875,\n              61\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a152","contributors":{"authors":[{"text":"Freethey, Geoffrey W.","contributorId":25570,"corporation":false,"usgs":true,"family":"Freethey","given":"Geoffrey","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197696,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9806,"text":"ofr76441 - 1976 - Analog-model analysis of effect of wastewater management on the ground-water reservoir in Nassau and Suffolk Counties, New York: Report I: Proposed and current sewerage","interactions":[],"lastModifiedDate":"2012-02-02T00:06:15","indexId":"ofr76441","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":"76-441","title":"Analog-model analysis of effect of wastewater management on the ground-water reservoir in Nassau and Suffolk Counties, New York: Report I: Proposed and current sewerage","docAbstract":"By 1995, the water table may fall by as much as 5 metres (16 feet) in east-central Nassau County and as much as 1.8 metres (6 feet) in central Suffolk County as a result of proposed sewerage programs. similar, but generally slightly less, change may occur in the potentiometric head in the Magothy aquifer. Streamflow may decrease by as much as 55 percent in streams draining from Nassau County Sewage Disposal District 3 and as much as 56 percent in streams draining from the Huntington-Northport Sewer District.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76441","usgsCitation":"Kimmel, G.E., and Harbaugh, A.W., 1976, Analog-model analysis of effect of wastewater management on the ground-water reservoir in Nassau and Suffolk Counties, New York: Report I: Proposed and current sewerage: U.S. Geological Survey Open-File Report 76-441, 32 leaves :ill., maps (10 fold.) ;30 cm.; (34 p. - PGS), https://doi.org/10.3133/ofr76441.","productDescription":"32 leaves :ill., maps (10 fold.) ;30 cm.; (34 p. - PGS)","costCenters":[],"links":[{"id":141804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0441/report-thumb.jpg"},{"id":37582,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37583,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37584,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37585,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37586,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37587,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37588,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37589,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37590,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37591,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37592,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0441/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37593,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0441/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683a7c","contributors":{"authors":[{"text":"Kimmel, Grant E.","contributorId":20741,"corporation":false,"usgs":true,"family":"Kimmel","given":"Grant","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":160331,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harbaugh, Arlen W. harbaugh@usgs.gov","contributorId":426,"corporation":false,"usgs":true,"family":"Harbaugh","given":"Arlen","email":"harbaugh@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":160330,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":41978,"text":"ofr76687 - 1976 - Aeromagnetic map of Keystone and vicinity, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:05:02","indexId":"ofr76687","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":"76-687","title":"Aeromagnetic map of Keystone and vicinity, Wyoming","language":"ENGLISH","doi":"10.3133/ofr76687","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Aeromagnetic map of Keystone and vicinity, Wyoming: U.S. Geological Survey Open-File Report 76-687, 1 map., https://doi.org/10.3133/ofr76687.","productDescription":"1 map.","costCenters":[],"links":[{"id":135401,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79736,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0687/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db698225","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":530747,"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}]}}
,{"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 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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":44683,"text":"wri76105 - 1976 - Availability and quality of ground water in the Drain-Yoncalla area, Douglas County, Oregon","interactions":[],"lastModifiedDate":"2016-07-08T09:17:42","indexId":"wri76105","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":"76-105","title":"Availability and quality of ground water in the Drain-Yoncalla area, Douglas County, Oregon","docAbstract":"<p>The purpose of this report is to present information that may enable water users, potential water users, and planners to estimate the likelihood of obtaining ground water in adequate quantity and of suitable quality at desired locations within the study area.</p>\n<p>The Drain-Yoncalla area is in Douglas County in southwestern Oregon, includes about 340 mi<sup>2</sup> (880 km<sup>2</sup>), and lies within the Umpqua River drainage basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76105","usgsCitation":"Robison, J.H., and Collins, C.A., 1976, Availability and quality of ground water in the Drain-Yoncalla area, Douglas County, Oregon: U.S. Geological Survey Water-Resources Investigations Report 76-105, 2 Plates: 34.65 x 23.64 inches and 34.85 x 23.79 inches, https://doi.org/10.3133/wri76105.","productDescription":"2 Plates: 34.65 x 23.64 inches and 34.85 x 23.79 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":169119,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri76105.PNG"},{"id":324869,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0105/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":324870,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0105/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","otherGeospatial":"Drain-Yoncalla Area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -123.475341796875,\n              43.534611617432816\n            ],\n            [\n              -123.475341796875,\n              43.810747313446996\n            ],\n            [\n              -123.1182861328125,\n              43.810747313446996\n            ],\n            [\n              -123.1182861328125,\n              43.534611617432816\n            ],\n            [\n              -123.475341796875,\n              43.534611617432816\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db66801d","contributors":{"authors":[{"text":"Robison, J. H.","contributorId":60183,"corporation":false,"usgs":true,"family":"Robison","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":230252,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Collins, C. A.","contributorId":43731,"corporation":false,"usgs":true,"family":"Collins","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":230251,"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":68434,"text":"ha556 - 1976 - Water resources of the Rainy Lake watershed, northeastern Minnesota","interactions":[{"subject":{"id":44066,"text":"ofr754 - 1975 - Water resources of the Rainy Lake watershed, northeastern Minnesota","indexId":"ofr754","publicationYear":"1975","noYear":false,"title":"Water resources of the Rainy Lake watershed, northeastern Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":68434,"text":"ha556 - 1976 - Water resources of the Rainy Lake watershed, northeastern Minnesota","indexId":"ha556","publicationYear":"1976","noYear":false,"title":"Water resources of the Rainy Lake watershed, northeastern Minnesota"},"id":1}],"lastModifiedDate":"2016-05-09T09:08:50","indexId":"ha556","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"556","title":"Water resources of the Rainy Lake watershed, northeastern Minnesota","docAbstract":"<p>The watershed includes 1,481 lakes that are 10 acres (4 square hectometers) or larger (Minnesota Division of Waters, Soils, and Minerals, 1968). The area of these lakes total about 435,000 acres (176,000 hm<sup>2</sup>) or 15 percent of the watershed. Most of the lakes are smaller than 250 acres (101 hm<sup>2</sup>) (graph); data pertaining to selected large lakes are given in the table below.</p>\n<p>More than 60 percent of the lakes larger than 10 acres (4 hm<sup>2</sup>) are in the BWCA. The primitive character of the BWCA is maintained in accordance with the Wilderness Act of September 3, 1964. Most lakes not in the BWCA were assigned a Public Waters Classification by the Minnesota Department of Natural Resources, based upon the suitability of the lake for future shoreland development (unpublished data from the Minnesota Department of Natural Resources). &ldquo;Natural environment&rdquo; is most restrictive and &ldquo;general development&rdquo; least restrictive with respect to development standards. About 80 percent of lakes classified in the watershed have been designated &ldquo;natural environment.&rdquo;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ha556","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources, Division of Waters, Soils, and Minerals","usgsCitation":"Ericson, D.W., Lindholm, G.F., and Helgesen, J.O., 1976, Water resources of the Rainy Lake watershed, northeastern Minnesota: U.S. Geological Survey Hydrologic Atlas 556, 2 Plates: 55.73 x 34.50 inches, https://doi.org/10.3133/ha556.","productDescription":"2 Plates: 55.73 x 34.50 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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,{"id":9328,"text":"ofr76797 - 1976 - Water-resources data collected in the Devils Hole area, Ash Meadows, Nevada, 1975-76","interactions":[],"lastModifiedDate":"2012-02-02T00:06:20","indexId":"ofr76797","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":"76-797","title":"Water-resources data collected in the Devils Hole area, Ash Meadows, Nevada, 1975-76","docAbstract":"The U.S. Geological Survey collected water-level, spring-flow, and power-consumption data in the Devils Hole area in Nevada from July 1975 through June 1976. The work for this sfurth annual data report was done in cooperation with the National Park Service. Continuous recorders were used to monitor water levels in Devils Hole, three observation wells, and the flow from four springs. Also, monthly readings were made on two wells to help define a general trend of ground-water levels. Monthly meter readings of six electrically powered irrigation wells provided a record of power consumption, which in turn, is an index of the amount of water pumped. The purpose of the work is to observe the effects, if any, of ground-water withdrawals from specified irrigtion wells in the Ash Meadows area on (1) the water level in Devils Hole, and (2) the flow of four springs in the area. Fairbanks Spring and Big Spring, which are in the extreme northern and southern parts of Ash Meadows respectively, show little effect of pumping. An increase in the monthly average flow at Fairbanks Spring in September can be attributed to runoff and surficial recharge in the surrounding area caused by a large cloudburst. Jack Rabbit Spring, which is about 1 mile southwest of the major pumping field, is affected strongly by pumping. Jack Rabbit Spring flowed during the winter months but flowed very infrequently during non-winter months. Point of Rocks Spring had a flow pattern similar to Big Spring and Fairbanks Spring. All the springs had a general increase in flow during the Winter months. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76797","usgsCitation":"Hanes, W.T., 1976, Water-resources data collected in the Devils Hole area, Ash Meadows, Nevada, 1975-76: U.S. Geological Survey Open-File Report 76-797, iv, 15 leaves :ill., maps ;27 cm.; (27 p. - PGS), https://doi.org/10.3133/ofr76797.","productDescription":"iv, 15 leaves :ill., maps ;27 cm.; (27 p. - PGS)","costCenters":[],"links":[{"id":142370,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699320","contributors":{"authors":[{"text":"Hanes, William Toby","contributorId":95884,"corporation":false,"usgs":true,"family":"Hanes","given":"William","email":"","middleInitial":"Toby","affiliations":[],"preferred":false,"id":159487,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":43988,"text":"ofr76683 - 1976 - Time of travel of solutes in the East Fork Trinity River, November 1975; and Elm Fork Trinity River, December 1975; Trinity River basin, Texas","interactions":[],"lastModifiedDate":"2017-06-14T14:01:47","indexId":"ofr76683","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":"76-683","title":"Time of travel of solutes in the East Fork Trinity River, November 1975; and Elm Fork Trinity River, December 1975; Trinity River basin, Texas","docAbstract":"<p>The U.S. Geological Survey, in cooperation with the North Central Texas Council of Governments, the Trinity River Authority of Texas, and the Texas Water Development Board, conducted two time-of-travel studies in the Trinity River basin in November and December, 1975. &nbsp;Field data were collected on the East Fork Trinity River during November 18-22, 1975, and on the Elm Fork Trinity River during December 8-13, 1975. &nbsp;The purpose of these two studies was to provide data that could be used by the Trinity River Authority and the Texas Water Quality Board in the development of a mathematical water-quality model of the two streams. &nbsp;The model is to be used in a comprehensive water-quality management plan for the Trinity River basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76683","issn":"ma","usgsCitation":"Myers, D.R., and Slade, R.M., 1976, Time of travel of solutes in the East Fork Trinity River, November 1975; and Elm Fork Trinity River, December 1975; Trinity River basin, Texas: U.S. Geological Survey Open-File Report 76-683, 3 Plates: 18.13 x 24.06 inches or smaller, https://doi.org/10.3133/ofr76683.","productDescription":"3 Plates: 18.13 x 24.06 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":168753,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr76683.PNG"},{"id":326948,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0683/plate-1.pdf","text":"Plate 1","size":"2.63 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 1"},{"id":326949,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0683/plate-2.pdf","text":"Plate 2","size":"2.24 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 2"},{"id":326950,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0683/plate-3.pdf","text":"Plate 3","size":"1.99 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 3"}],"country":"United States","state":"Texas","otherGeospatial":"Trinity River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -96.51626586914062,\n              32.47964619410741\n            ],\n            [\n              -96.51626586914062,\n              32.759562025650126\n            ],\n            [\n              -96.44622802734375,\n              32.759562025650126\n            ],\n            [\n              -96.44622802734375,\n              32.47964619410741\n            ],\n            [\n              -96.51626586914062,\n              32.47964619410741\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.08480834960938,\n              32.864592899813275\n            ],\n            [\n              -97.08480834960938,\n              33.09384260312052\n            ],\n            [\n              -96.87332153320311,\n              33.09384260312052\n            ],\n            [\n              -96.87332153320311,\n              32.864592899813275\n            ],\n            [\n              -97.08480834960938,\n              32.864592899813275\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b69f","contributors":{"authors":[{"text":"Myers, Dennis R.","contributorId":57860,"corporation":false,"usgs":true,"family":"Myers","given":"Dennis","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":228943,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slade, Raymond M. 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