{"pageNumber":"629","pageRowStart":"15700","pageSize":"25","recordCount":16446,"records":[{"id":52517,"text":"ofr65176 - 1965 - Records of ground-water levels and effects of pumping in the Ardmore well-field area, Carter County, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:11:41","indexId":"ofr65176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"65-176","title":"Records of ground-water levels and effects of pumping in the Ardmore well-field area, Carter County, Oklahoma","docAbstract":"The purpose of this report is to outline the results of work done by the U.S. Geological Survey in the Ardmore well-field area, near Newport, Carter County. The work, completed in two periods between April 1964 and June 1965, was done as part of the ground-water program carried out by the Geological Survey in cooperation with the Oklahoma Water Resources Board.\r\nThe study in the report area included: (1) a physical inventory of wells in the vicinity of the Ardmore well field (fig. 1); (2) information on depths, perforated intervals, ground-water levels, and water use (table 1); (3) records of water-level fluctuations in deep and shallow wells (table 2) to determine if there is a hydraulic connection between the deep zones tapped by Ardmore's wells and the shallow and intermediate zones tapped by domestic and stock wells in the surrounding area; and (4) general information on the geologic and hydrologic features that may be of use in evaluating the ground-water potential of the Wichita Formation, the principal aquifer in the area.\r\n\r\n(available as photostat copy only)","language":"ENGLISH","doi":"10.3133/ofr65176","usgsCitation":"Wood, P., 1965, Records of ground-water levels and effects of pumping in the Ardmore well-field area, Carter County, Oklahoma: U.S. Geological Survey Open-File Report 65-176, 23 p., https://doi.org/10.3133/ofr65176.","productDescription":"23 p.","costCenters":[],"links":[{"id":177739,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635746","contributors":{"authors":[{"text":"Wood, P.R.","contributorId":102068,"corporation":false,"usgs":true,"family":"Wood","given":"P.R.","email":"","affiliations":[],"preferred":false,"id":245481,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":52542,"text":"ofr6645 - 1965 - The operation and maintenance of a crest-stage gaging station","interactions":[],"lastModifiedDate":"2016-11-10T16:20:28","indexId":"ofr6645","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"66-45","title":"The operation and maintenance of a crest-stage gaging station","docAbstract":"

The purpose of this manual is to familiarize field personnel with the procedures involved in operating crest-stage gaging stations. Crest-stage gages are used to determine the elevation of a peak stage occurring at a specific location in a stream.

\n

A crest-stage gage consists of a length of 14-inch diameter pipe installed in a vertical position in the stream channel (figure 1). The pipe is vented and equipped with an intake system that allows water to enter and leave the pipe as the stream rises and recedes. An equal length of aluminum \"T\" channel (staff) is inserted in the pipe and made to rest on a positive stop called a datum pin. When granulated cork is placed in the gage, the cork will float on the rising stage, then adhere to the staff after the stage recedes. The peak stage is then determined by removing the staff and measuring the distance between the cork line and the lower end of the staff.

\n

The primary purpose of a crest-stage gaging station is to collect hydrologic data for flood-frequency analyses. Collection of data for such analyses involves operating a network of stations for a period of years until sufficient peak flow data are obtained to accurately define flood-frequency curves. Because carelessness in collecting data at the gage site might result in the loss of an entire year's flood event, the importance of proper operation and maintenance of these gages can not be overemphasized.

\n

Peak discharges are related to the basin characteristics and major changes in these characteristics must be evaluated. For€st fires, timber harvest, or a new road location that alters the natural drainage of the basin, may effect the intensity and timing of the runoff of the basin.

\n

Rigid datum controls must be maintained at the gage site throughout the period of record. Physical changes of the site resulting from flood flows or manmade alterations must be evaluated. If a drainage structure such as a culvert is part of the site features, free-flow conditions must be maintained or obstructions carefully documented.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr6645","usgsCitation":"Friday, J., 1965, The operation and maintenance of a crest-stage gaging station: U.S. Geological Survey Open-File Report 66-45, vi, 20 p., https://doi.org/10.3133/ofr6645.","productDescription":"vi, 20 p.","numberOfPages":"28","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":173959,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr6645.jpg"},{"id":324122,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1966/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64935b","contributors":{"authors":[{"text":"Friday, John","contributorId":19160,"corporation":false,"usgs":true,"family":"Friday","given":"John","email":"","affiliations":[],"preferred":false,"id":245520,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68648,"text":"ha198 - 1965 - Water resources of the Appalachian region, Pennsylvania to Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:13:39","indexId":"ha198","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"198","title":"Water resources of the Appalachian region, Pennsylvania to Alabama","language":"ENGLISH","doi":"10.3133/ha198","usgsCitation":"Schneider, W.J., 1965, Water resources of the Appalachian region, Pennsylvania to Alabama: U.S. Geological Survey Hydrologic Atlas 198, 11 maps :col. ;each sheet 59 x 76 cm. in folder 30 x 24 cm., https://doi.org/10.3133/ha198.","productDescription":"11 maps :col. ;each sheet 59 x 76 cm. in folder 30 x 24 cm.","costCenters":[],"links":[{"id":252277,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/198/report-thumb.jpg"},{"id":251464,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/198/report.pdf","size":"47714","linkFileType":{"id":1,"text":"pdf"}}],"scale":"2500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b1e4b07f02db5c92b7","contributors":{"authors":[{"text":"Schneider, William J.","contributorId":47349,"corporation":false,"usgs":true,"family":"Schneider","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":278635,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68600,"text":"ha154 - 1965 - Floods in Naperville Quadrangle, Illinois","interactions":[],"lastModifiedDate":"2012-02-10T00:11:12","indexId":"ha154","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"154","title":"Floods in Naperville Quadrangle, Illinois","language":"ENGLISH","doi":"10.3133/ha154","usgsCitation":"Allen, H., and May, V.J., 1965, Floods in Naperville Quadrangle, Illinois: U.S. Geological Survey Hydrologic Atlas 154, 1 col. map ;58 x 44 cm., on sheet 78 x 112 cm., https://doi.org/10.3133/ha154.","productDescription":"1 col. map ;58 x 44 cm., on sheet 78 x 112 cm.","costCenters":[],"links":[{"id":190109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90261,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/154/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.25,41.75 ], [ -88.25,41.8675 ], [ -88.11749999999999,41.8675 ], [ -88.11749999999999,41.75 ], [ -88.25,41.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e7024","contributors":{"authors":[{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":278551,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"May, V. Jeff","contributorId":80358,"corporation":false,"usgs":true,"family":"May","given":"V.","email":"","middleInitial":"Jeff","affiliations":[],"preferred":false,"id":278552,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68481,"text":"ha164 - 1965 - Availability of ground water in the Mayfield quadrangle, Jackson Purchase region, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:11:25","indexId":"ha164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"164","title":"Availability of ground water in the Mayfield quadrangle, Jackson Purchase region, Kentucky","language":"ENGLISH","doi":"10.3133/ha164","usgsCitation":"Davis, R.W., 1965, Availability of ground water in the Mayfield quadrangle, Jackson Purchase region, Kentucky: U.S. Geological Survey Hydrologic Atlas 164, 1 map., https://doi.org/10.3133/ha164.","productDescription":"1 map.","costCenters":[],"links":[{"id":188022,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90034,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/164/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.75,36.6175 ], [ -88.75,36.75 ], [ -88.61749999999999,36.75 ], [ -88.61749999999999,36.6175 ], [ -88.75,36.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d6c5","contributors":{"authors":[{"text":"Davis, R. W.","contributorId":93459,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278302,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68570,"text":"ha138 - 1965 - Water-table, surface-drainage, and engineering soils map of the Kenton area, Delaware","interactions":[],"lastModifiedDate":"2022-10-14T20:55:51.11896","indexId":"ha138","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"138","title":"Water-table, surface-drainage, and engineering soils map of the Kenton area, Delaware","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha138","usgsCitation":"Boggess, D.H., and Adams, J.K., 1965, Water-table, surface-drainage, and engineering soils map of the Kenton area, Delaware: U.S. Geological Survey Hydrologic Atlas 138, 1 Plate: 44.50 × 30.50 inches, https://doi.org/10.3133/ha138.","productDescription":"1 Plate: 44.50 × 30.50 inches","costCenters":[],"links":[{"id":189891,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":408354,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15496.htm","linkFileType":{"id":5,"text":"html"}},{"id":90198,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/138/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"Delaware","otherGeospatial":"Kenton area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.75,\n 39.125\n ],\n [\n -75.625,\n 39.125\n ],\n [\n -75.625,\n 39.25\n ],\n [\n -75.75,\n 39.25\n ],\n [\n -75.75,\n 39.125\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d08","contributors":{"authors":[{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":278490,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adams, John K.","contributorId":17700,"corporation":false,"usgs":true,"family":"Adams","given":"John","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":278489,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68567,"text":"ha135 - 1965 - Water-table, surface-drainage, and engineering soils map of the Burrsville area, Delaware","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha135","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"135","title":"Water-table, surface-drainage, and engineering soils map of the Burrsville area, Delaware","language":"ENGLISH","doi":"10.3133/ha135","usgsCitation":"Boggess, D.H., Davis, C.F., and Coskery, O.J., 1965, Water-table, surface-drainage, and engineering soils map of the Burrsville area, Delaware: U.S. Geological Survey Hydrologic Atlas 135, 1 map :col. ;on sheet 76 x 96 cm., https://doi.org/10.3133/ha135.","productDescription":"1 map :col. ;on sheet 76 x 96 cm.","costCenters":[],"links":[{"id":189888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90195,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/135/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 75.61749999999999,-39 ], [ 75.61749999999999,-38.8675 ], [ 75.75,-38.8675 ], [ 75.75,-39 ], [ 75.61749999999999,-39 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9a11","contributors":{"authors":[{"text":"Boggess, Durward H.","contributorId":28650,"corporation":false,"usgs":true,"family":"Boggess","given":"Durward","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":278482,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, Christian F.","contributorId":84004,"corporation":false,"usgs":true,"family":"Davis","given":"Christian","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":278483,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Coskery, O. 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