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,{"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":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":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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,{"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":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":61091,"text":"mf788 - 1976 - Preliminary geologic map of Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:10:48","indexId":"mf788","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":"788","title":"Preliminary geologic map of Colorado","language":"ENGLISH","doi":"10.3133/mf788","usgsCitation":"Tweto, O., 1976, Preliminary geologic map of Colorado: U.S. Geological Survey Miscellaneous Field Studies Map 788, 1 map ;92 x 126 cm. +explanation sheet (87 x 107 cm.), https://doi.org/10.3133/mf788.","productDescription":"1 map ;92 x 126 cm. +explanation sheet (87 x 107 cm.)","costCenters":[],"links":[{"id":104284,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_3959.htm","linkFileType":{"id":5,"text":"html"},"description":"3959"},{"id":186769,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"500000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109,37 ], [ -109,41 ], [ -102,41 ], [ -102,37 ], [ -109,37 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c0b1","contributors":{"authors":[{"text":"Tweto, Ogden (compiler)","contributorId":69652,"corporation":false,"usgs":true,"family":"Tweto","given":"Ogden","suffix":"(compiler)","affiliations":[],"preferred":false,"id":264969,"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":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":1641,"text":"wsp2130 - 1976 - Surface water supply of the United States, 1966-70, Part 11, Pacific slope basins in California, v. 3, southern Central Valley Basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2130","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":"2130","title":"Surface water supply of the United States, 1966-70, Part 11, Pacific slope basins in California, v. 3, southern Central Valley Basins","language":"ENGLISH","publisher":"U.S. Govt. Print. Off., for sale by the Supt. of Docs.,","doi":"10.3133/wsp2130","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. 3, southern Central Valley Basins: U.S. Geological Survey Water Supply Paper 2130, viii, 670 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2130.","productDescription":"viii, 670 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138514,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2130/report-thumb.jpg"},{"id":26708,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2130/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af5e4b07f02db692228","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":528000,"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":60961,"text":"mf514C - 1976 - Map showing unconsolidated materials, Avon Quadrangle, Connecticut","interactions":[],"lastModifiedDate":"2012-02-10T00:10:51","indexId":"mf514C","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":"514","chapter":"C","title":"Map showing unconsolidated materials, Avon Quadrangle, Connecticut","language":"ENGLISH","doi":"10.3133/mf514C","usgsCitation":"Stone, J.R., and Schnabel, R.W., 1976, Map showing unconsolidated materials, Avon Quadrangle, Connecticut: U.S. Geological Survey Miscellaneous Field Studies Map 514, 1 map., https://doi.org/10.3133/mf514C.","productDescription":"1 map.","costCenters":[],"links":[{"id":114773,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/mf/1976/0514c/report.pdf","size":"178","linkFileType":{"id":1,"text":"pdf"}},{"id":114774,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1976/0514c/plate-1.pdf","size":"5494","linkFileType":{"id":1,"text":"pdf"}},{"id":187350,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/1976/0514c/report-thumb.jpg"}],"scale":"0","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.86749999999999,41.75 ], [ -72.86749999999999,41.8675 ], [ -72.75,41.8675 ], [ -72.75,41.75 ], [ -72.86749999999999,41.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b11e4b07f02db6a23c2","contributors":{"authors":[{"text":"Stone, J. R.","contributorId":87964,"corporation":false,"usgs":true,"family":"Stone","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":264699,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schnabel, R. W.","contributorId":82278,"corporation":false,"usgs":true,"family":"Schnabel","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":264698,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":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":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":10864,"text":"ofr76564 - 1976 - Reconnaissance of sediment transport and channel morphology in the Lower Rio Bermejo Basin, Argentina - with a section on reconnaissance of the lower Rio Pilcomayo Basin, Argentina and Paraguay","interactions":[],"lastModifiedDate":"2019-09-18T15:57:31","indexId":"ofr76564","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":"76-564","title":"Reconnaissance of sediment transport and channel morphology in the Lower Rio Bermejo Basin, Argentina - with a section on reconnaissance of the lower Rio Pilcomayo Basin, Argentina and Paraguay","docAbstract":"Sediment transport conditions are described for the Lower Rio Bermejo and the Rio Pilcomayo in the Gran Chaco region of northern Argentina and southern Paraguay. The Lower Rio Bermejo is in many ways atypical, as its channel narrows downstream. Also its flow decreases downstream even though average annual rainfall at its mouth is twice that at its head (1,200 mm vs. 600 mm) and its suspended-sediment at El Yacare was about 41 million metric tonnes per year during 1970-73 and 82 million metric tonnes per year at El Colorado. The Rio Pilcomayo ' Superior ' disappears near Laguna Escalante, owing to plugging of its channel by sediment, into a network of shallow lakes and marshes. Another stream known as the Rio Pilcomayo ' Inferior ' appears about 160 km to the southeast and meanders downstream to the Rio Paraguay. The Rio Pilcomayo ' Superior ' carries about 100 million metric tonnes of sediment per year. The average annual concentration of sediment is more than 6 kg per cubic meter of flow. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76564","usgsCitation":"Ritter, J.R., 1976, Reconnaissance of sediment transport and channel morphology in the Lower Rio Bermejo Basin, Argentina - with a section on reconnaissance of the lower Rio Pilcomayo Basin, Argentina and Paraguay: U.S. Geological Survey Open-File Report 76-564, v, 41 p., https://doi.org/10.3133/ofr76564.","productDescription":"v, 41 p.","numberOfPages":"41","costCenters":[],"links":[{"id":144940,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"Argentina, Paraguay","otherGeospatial":"Rio Bermejo basin, Gran Chaco","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -59.9853515625,\n              -22.593726063929296\n            ],\n            [\n              -67.25830078125,\n              -30.67571540416773\n            ],\n            [\n              -66.95068359374998,\n              -34.0708623237663\n            ],\n            [\n              -65.89599609375,\n              -35.31736632923786\n            ],\n            [\n              -63.54492187500001,\n              -31.85889704445453\n            ],\n            [\n              -63.32519531249999,\n              -30.391830328088137\n            ],\n            [\n              -62.2705078125,\n              -30.240086360983412\n            ],\n            [\n              -59.96337890624999,\n              -27.000408003521737\n            ],\n            [\n              -57.83203125,\n              -24.146753594703064\n            ],\n            [\n              -59.9853515625,\n              -22.593726063929296\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a01f","contributors":{"authors":[{"text":"Ritter, John R.","contributorId":75508,"corporation":false,"usgs":true,"family":"Ritter","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":162096,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":62334,"text":"gq1287 - 1976 - Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache counties, Colorado","interactions":[{"subject":{"id":46749,"text":"ofr7562 - 1975 - Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache Counties, Colorado","indexId":"ofr7562","publicationYear":"1975","noYear":false,"title":"Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache Counties, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":62334,"text":"gq1287 - 1976 - Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache counties, Colorado","indexId":"gq1287","publicationYear":"1976","noYear":false,"title":"Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache counties, Colorado"},"id":1}],"lastModifiedDate":"2012-02-10T00:10:46","indexId":"gq1287","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1287","title":"Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache counties, Colorado","language":"ENGLISH","doi":"10.3133/gq1287","usgsCitation":"Olson, J.C., 1976, Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache counties, Colorado: U.S. Geological Survey Geologic Quadrangle 1287, 1 map :col. ;58 x 45 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/gq1287.","productDescription":"1 map :col. ;58 x 45 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":107714,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_10822.htm","linkFileType":{"id":5,"text":"html"},"description":"10822"},{"id":248513,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1287/report.pdf","size":"68","linkFileType":{"id":1,"text":"pdf"}},{"id":253574,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1287/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -106.75,38.3675 ], [ -106.75,38.5 ], [ -106.61749999999999,38.5 ], [ -106.61749999999999,38.3675 ], [ -106.75,38.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697c8b","contributors":{"authors":[{"text":"Olson, Jerry Chipman","contributorId":57869,"corporation":false,"usgs":true,"family":"Olson","given":"Jerry","email":"","middleInitial":"Chipman","affiliations":[],"preferred":false,"id":267242,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8825,"text":"ofr76561 - 1976 - Interpretation and description of seismic data from Lower Cook Inlet, Alaska","interactions":[],"lastModifiedDate":"2025-01-31T22:32:07.906657","indexId":"ofr76561","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":"76-561","title":"Interpretation and description of seismic data from Lower Cook Inlet, Alaska","docAbstract":"<p>A coarse grid of 480 kilometres of seismic lines was collected in lower Cook Inlet, Alaska between Homer on the north and Cape Douglas on the south. Paper and mylar copies of the seismic sections and shot point maps are available to the public from NOAA in Boulder, Colorado.</p><p>The seismic data shows two strong reflections that have been interpreted as returns from erosional surfaces and a third reflection that represents the acoustic basement. From indications in the seismic data, shallow reflectors onlap to the northwest; deep reflectors onlap to the southeast. A major structural feature in lower Cook Inlet is an east-trending transbasin arch here informally named the Augustine-Seldovia arch. Anticlines smaller than the arch trend approximately northeast and may offer good structural traps for petroleum where they intersect the arch.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76561","usgsCitation":"Fisher, M.A., 1976, Interpretation and description of seismic data from Lower Cook Inlet, Alaska: U.S. Geological Survey Open-File Report 76-561, 191 p., https://doi.org/10.3133/ofr76561.","productDescription":"191 p.","costCenters":[],"links":[{"id":141711,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0561/report-thumb.jpg"},{"id":481580,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0561/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","otherGeospatial":"Lower Cook 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