Since 1963 use of ground water for irrigation in the Oklahoma panhandle has increased greatly as illustrated by the rapid increase in the number of irrigation wells (fig. 1). Because of increased use of ground water, the U.S. Geological Survey, in cooperation with the Oklahoma Water Resources Board, in 1966 began detailed study of the area's ground-water resources. As part of this study, physical data such as well depth, well yield, or water level was collected on approximately 1,500 water wells and test holes; these data are tabulated in this report. This information will be useful to those concerned with development of ground water in the panhandle.
The locations of all known irrigation wells drilled before 1972 and selected domestic and stock wells in Beaver, Cimarron, and Texas Counties are shown in figures 2, 3, and 4, respectively. More wells are shown on the map than are listed in the table because for several hundred wells no information other than location is available.
The generalized section of geologic formations briefly describes the character and water supply available from each unit.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr73376","collaboration":"Prepared in cooperation with the Oklahoma Water Resources Board","usgsCitation":"Hoffman, G.L., and Hart, D.L., 1973, Records of selected water wells and test holes in the Oklahoma Panhandle: U.S. Geological Survey Open-File Report 73-376, 59 p., https://doi.org/10.3133/ofr73376.","productDescription":"59 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":334525,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1973/0376/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":13214,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://ok.water.usgs.gov/publications/abstracts/ofr73-376.html","linkFileType":{"id":5,"text":"html"}},{"id":172124,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1973/0376/report-thumb.jpg"}],"country":"United States","state":"Oklahoma","county":"Beaver County, Cimarron County, Texas County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-100.9441,36.9988],[-100.6337,36.9986],[-100.1079,36.9983],[-100.0902,36.9983],[-100.0024,36.9985],[-100.004,36.8538],[-100.0044,36.76],[-100.0045,36.5917],[-100.0044,36.5849],[-100.0038,36.4998],[-100.1458,36.4998],[-100.3204,36.4999],[-100.5459,36.4994],[-100.7022,36.5],[-100.8939,36.4998],[-100.9524,36.4998],[-101.0908,36.5003],[-101.6255,36.5025],[-101.87,36.5034],[-102.1618,36.5004],[-103.0007,36.5013],[-103.0007,36.5905],[-103.0007,36.6732],[-103.0007,36.7643],[-103.0008,36.9341],[-103.0009,36.999],[-102.7973,36.9988],[-102.7859,36.9988],[-102.7808,36.9986],[-102.7016,36.9958],[-102.6943,36.9957],[-102.6757,36.9956],[-102.5627,36.9962],[-102.5372,36.9963],[-102.5034,36.9963],[-102.4775,36.9963],[-102.4577,36.9961],[-102.3931,36.9955],[-102.351,36.9951],[-102.3247,36.9948],[-102.0423,36.9922],[-102.0417,36.9922],[-102.0281,36.9925],[-101.9881,36.9925],[-101.918,36.9929],[-101.5552,36.9951],[-101.544,36.9952],[-101.2679,36.9967],[-101.0671,36.9978],[-100.9536,36.9988],[-100.9441,36.9988]]]},\"properties\":{\"name\":\"Beaver\",\"state\":\"OK\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635792","contributors":{"authors":[{"text":"Hoffman, George L.","contributorId":6106,"corporation":false,"usgs":true,"family":"Hoffman","given":"George","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236977,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hart, Donald L. Jr.","contributorId":89946,"corporation":false,"usgs":true,"family":"Hart","given":"Donald","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236978,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68311,"text":"ha453 - 1973 - Water resources of Wisconsin, Pecatonica-Sugar River basin","interactions":[],"lastModifiedDate":"2015-10-06T08:20:33","indexId":"ha453","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"453","title":"Water resources of Wisconsin, Pecatonica-Sugar River basin","docAbstract":"The purpose of this report is to describe the physical environment, availability, characteristics, distribution, movement, and quailty of water in the Pecatonica-Sugar River basin. In addition, water use and water problems are summarized to give an understanding of man's management of water within the basin.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha453","usgsCitation":"Hindall, S.M., and Skinner, E.L., 1973, Water resources of Wisconsin, Pecatonica-Sugar River basin: U.S. Geological Survey Hydrologic Atlas 453, 3 Sheets: 37.00 x 45.75 inches, 37.00 x 45.75 inches, 34.50 x 46.50 inches, https://doi.org/10.3133/ha453.","productDescription":"3 Sheets: 37.00 x 45.75 inches, 37.00 x 45.75 inches, 34.50 x 46.50 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":185692,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89758,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/453/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89759,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/453/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89757,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/453/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Wisconsin","county":"Dane County, Grant County, Green County, La Fayette County, Rock County","otherGeospatial":"Pecatonica River, Sugar River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -91,42.666666666666664 ], [ -91,43 ], [ -89,43 ], [ -89,42.666666666666664 ], [ -91,42.666666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0739","contributors":{"authors":[{"text":"Hindall, S. 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The principal elements of the study were (1) establishing the objectives and goals of the program, (2) analyzing all available data to determine which of the goals have already been met, (3) considering alternate means of meeting the remaining goals, and (4) identifying the elements which should be included in the future program. ","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2028","usgsCitation":"Benson, M.A., and Carter, R.W., 1973, A national study of the streamflow data-collection program: U.S. Geological Survey Water Supply Paper 2028, iv, 44 p. :illus. ;24 cm., https://doi.org/10.3133/wsp2028.","productDescription":"iv, 44 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":94697,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2028/report.pdf","size":"4057","linkFileType":{"id":1,"text":"pdf"}},{"id":137920,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2028/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ac21c","contributors":{"authors":[{"text":"Benson, Manuel A.","contributorId":41405,"corporation":false,"usgs":true,"family":"Benson","given":"Manuel","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":143038,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carter, Rolland William","contributorId":107257,"corporation":false,"usgs":true,"family":"Carter","given":"Rolland","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":143039,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":943,"text":"wsp1757L - 1973 - Aquifers in the Sokoto basin, northwestern Nigeria, with a description of the general hydrogeology of the region","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1757L","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"1757","chapter":"L","title":"Aquifers in the Sokoto basin, northwestern Nigeria, with a description of the general hydrogeology of the region","docAbstract":"The Sokoto Basin of northwestern Nigeria lies in the sub-Saharan Sudan belt of west Africa in a zone of savannah-type vegetation. Rainfall, averaging about 30 inches annually in much of the basin, occurs chiefly in a wet season which lasts from May to October. A prolonged dry season extending from October to April is dominated by dusty harmattan winds from the northeast. April and May are the hottest months, when temperatures occasionally reach 105?F.\r\n\r\nFlow in streams of the Sokoto Basin is mostly overland runoff. Only in a few reaches, fed by ground-water discharge from the sedimentary rocks, are streams perennial. In the River Zamfara basin, ground-water discharge contributes almost 1 inch of the average 3.33 inches of total annual runoff. In the vicinity of Sokoto, the River Rima flows throughout the year sustained by spring discharge from perched ground water in limestone of the Kalambaina Formation. On the crystalline terrane where most of the streams rise, total annual runoff may exceed 5 inches, very little of which is ground-water discharge. \r\n\r\nThe sedimentary rocks of the basin range in age from Cretaceous to Tertiary and are composed mostly of interbedded sand, clay, and some limestone; the beds dip gently toward the northwest. Alluvium of Quaternary age underlies the lowlands of the River Sokoto (now Sokoto) and its principal tributaries. These rocks contain three important artesian aquifers, in addition to regional unconfined ground-water bodies in all the principal outcron areas, and a perched water body in the outcrop of the Kalambaina Formation. Artesian aquifers occur at depth in the Gundumi Formation, the Rima Group, and the Gwandu Formation and are separated from one another by clay beds in the lower part of the Rima Group and the Dange Formation. In outcrop, clay in the Dange Formation also supports the perched water of the Kalambaina Formation. \r\n\r\nThe Gundumi Formation, resting on the basement complex, is composed of varicolored clay, sand, and gravel and attains a thickness of 800 to 1,000 feet in its downdip extensions. Most of the formation is thin bedded and clayey and therefore does not yield large quantities of water to boreholes; the average yield is 2,700 gph (gallons per hour). (All gallons are imperial gallons.) Nevertheless, the upper part of the formation is sandy and more permeable and forms a regional artesian aquifer from which yields of as much as 6,600 gph are obtained from single boreholes. Clay in the lower part of the Rima Group confines the Gundumi aquifer downdip, so that at Rabah and Sokoto, for example, in the River Sokoto fadama (valley floor), artesian flow is found in boreholes screened in the Gundumi. \r\n\r\nAquifer tests indicate low transmissivities, ranging from 300 to 5,000 gpd per ft (gallons per day per foot) in the lower part of the Gundumi Formation; but in the upper sandy zone the transmissivities are much higher, reaching 66,000 gpd per ft. In the western part of the Sokoto Basin, more productive aquifers with higher heads usually lie above the Gundumi aquifer so that it is not attractive for development, except in the River Sokoto fadama where artesian flow is possible. \r\n\r\nThe Illo Group, which is in part contemporaneous with the Gundumi Formation, includes interbedded varicolored clay and grit in the southern part of the Sokoto Basin. The upper part of the Illo is known to be water-bearing; however, except for the test borehole at Mungadi, little is known of its subsurface extent and water-yielding potential. \r\n\r\nOverlying the Gundumi Formation in the central and northern part of the Sokoto Basin are interbedded fine gray sand and dark gray clay of the Wurno and Taloka Formations, separated in the extreme north by clay shale of the Dukamaje Formation. Collectively known as the Rima Group, these sediments attain a thickness of more than 1,000 feet near the Niger border. At depth and downdip the clayey beds practically disappear; the sandy beds become thicker and coar","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1757L","usgsCitation":"Anderson, H., and Ogilbee, W., 1973, Aquifers in the Sokoto basin, northwestern Nigeria, with a description of the general hydrogeology of the region: U.S. Geological Survey Water Supply Paper 1757, v, L79 p. :and portfolio (10 fold. maps, 1 fold. sheet) ;illus.24 cm., https://doi.org/10.3133/wsp1757L.","productDescription":"v, L79 p. :and portfolio (10 fold. maps, 1 fold. sheet) ;illus.24 cm.","costCenters":[],"links":[{"id":137220,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1757l/report-thumb.jpg"},{"id":25429,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25430,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25431,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25432,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25433,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25434,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25435,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25436,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25437,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25438,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25439,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25440,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1757l/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":246956,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1757l/plate-table_7.pdf","size":"1976","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f48","contributors":{"authors":[{"text":"Anderson, H. 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]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db68831b","contributors":{"authors":[{"text":"Ketner, Keith Brindley","contributorId":18332,"corporation":false,"usgs":true,"family":"Ketner","given":"Keith Brindley","affiliations":[],"preferred":false,"id":236894,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48166,"text":"ofr73161 - 1973 - Hydrology of the uppermost Cretaceous and the lowermost Paleocene rocks in the Hilight oil field, Campbell County, Wyoming","interactions":[],"lastModifiedDate":"2022-10-04T18:21:45.828655","indexId":"ofr73161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"73-161","title":"Hydrology of the uppermost Cretaceous and the lowermost Paleocene rocks in the Hilight oil field, Campbell County, Wyoming","docAbstract":"The lithologic equivalents of the Fox Hills Sandstone, Lance Formation, and the Tullock member of the Fort Union Formation, as mapped on the east side of the Powder River Basin, can be recognized throughout the basin; however, the formations are in hydraulic connection and cannot be treated as separate aquifers. \r\n\r\nRecharge to the Lance-Fox Hills aquifer in the Hilight oil field is largely by vertical movement; there is no recharge from the Lance and Fox Hills outcrops on the east side of the basin to the formations in the Hilight area. \r\n\r\nAt the and of the central Hilight water-flood project, the maximum possible drawdown resulting from the pumping of any one well at a distance of l0 miles from the pumped well, would be about 15 feet, if the projected pumping were evenly distributed among the project wells. \r\n\r\nWithin a few years after pumping has ceased, water in the project wells will approach the levels present before pumping began. The only irreversible effect of pumping will be the compaction of shale, with attendant subsidence, because the water derived from the shale probably will not be replaced.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr73161","usgsCitation":"Lowry, M.E., 1973, Hydrology of the uppermost Cretaceous and the lowermost Paleocene rocks in the Hilight oil field, Campbell County, Wyoming: U.S. Geological Survey Open-File Report 73-161, Report: 60 p.; 5 Plates: 23.44 × 54.03 inches, https://doi.org/10.3133/ofr73161.","productDescription":"Report: 60 p.; 5 Plates: 23.44 × 54.03 inches","costCenters":[],"links":[{"id":84897,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1973/0161/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84896,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0161/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84895,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0161/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84894,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0161/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84893,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0161/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84892,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0161/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":162851,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1973/0161/report-thumb.jpg"},{"id":110289,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_51414.htm","linkFileType":{"id":5,"text":"html"},"description":"51414"}],"country":"United States","state":"Wyoming","county":"Campbell County","otherGeospatial":"Hilight oil field","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.5,\n 43.7\n ],\n [\n -105.2,\n 43.7\n ],\n [\n -105.2,\n 44\n ],\n [\n -105.5,\n 44\n ],\n [\n -105.5,\n 43.7\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc777","contributors":{"authors":[{"text":"Lowry, Marlin E.","contributorId":52552,"corporation":false,"usgs":true,"family":"Lowry","given":"Marlin","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":236902,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48210,"text":"ofr73369 - 1973 - Velocity and depth measurements for use in computation of reaeration coefficients","interactions":[],"lastModifiedDate":"2014-05-21T13:51:11","indexId":"ofr73369","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"73-369","title":"Velocity and depth measurements for use in computation of reaeration coefficients","docAbstract":"Empirical computation of reaeration coefficients generally requires knowledge of mean velocity and mean depth of a stream. A practical method for obtaining this knowledge is described herein. The method involves time-of-travel, streamflow, and cross-sectional measurements, the development of discharge-velocity curves, streamflow profiles, and the computation of cross-sectional areas. Values for mean velocity and mean depth are determined and related to mean discharge.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr73369","collaboration":"Prepared in cooperation with the N.J. State Department of Environmental Protection","usgsCitation":"Zogorski, J.S., Anderson, P.W., and Williams, O.O., 1973, Velocity and depth measurements for use in computation of reaeration coefficients: U.S. Geological Survey Open-File Report 73-369, i, 31 p., https://doi.org/10.3133/ofr73369.","productDescription":"i, 31 p.","numberOfPages":"39","costCenters":[],"links":[{"id":287505,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr73369.png"},{"id":287504,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1973/0369/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db602310","contributors":{"authors":[{"text":"Zogorski, John S. jszogors@usgs.gov","contributorId":189,"corporation":false,"usgs":true,"family":"Zogorski","given":"John","email":"jszogors@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":236970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, Peter W.","contributorId":10400,"corporation":false,"usgs":true,"family":"Anderson","given":"Peter","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":236971,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Williams, Owen O.","contributorId":108097,"corporation":false,"usgs":true,"family":"Williams","given":"Owen","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":236972,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":48167,"text":"ofr73162 - 1973 - Discharge and flow distribution, Columbia River estuary","interactions":[{"subject":{"id":48167,"text":"ofr73162 - 1973 - Discharge and flow distribution, Columbia River estuary","indexId":"ofr73162","publicationYear":"1973","noYear":false,"title":"Discharge and flow distribution, Columbia River estuary"},"predicate":"SUPERSEDED_BY","object":{"id":38987,"text":"pp433P - 1975 - Discharge and flow distribution, Columbia River estuary","indexId":"pp433P","publicationYear":"1975","noYear":false,"chapter":"P","title":"Discharge and flow distribution, Columbia River estuary"},"id":1}],"supersededBy":{"id":38987,"text":"pp433P - 1975 - Discharge and flow distribution, Columbia River estuary","indexId":"pp433P","publicationYear":"1975","noYear":false,"title":"Discharge and flow distribution, Columbia River estuary"},"lastModifiedDate":"2012-02-02T00:10:06","indexId":"ofr73162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"73-162","title":"Discharge and flow distribution, Columbia River estuary","language":"ENGLISH","doi":"10.3133/ofr73162","usgsCitation":"Lutz, G.A., Hubbell, D.W., and Stevens, H., 1973, Discharge and flow distribution, Columbia River estuary: U.S. Geological Survey Open-File Report 73-162, 98 p. ill. ; 27 cm., https://doi.org/10.3133/ofr73162.","productDescription":"98 p. ill. ; 27 cm.","costCenters":[],"links":[{"id":162852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64aad6","contributors":{"authors":[{"text":"Lutz, G. A.","contributorId":71604,"corporation":false,"usgs":true,"family":"Lutz","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":236904,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hubbell, D. W.","contributorId":15997,"corporation":false,"usgs":true,"family":"Hubbell","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":236903,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stevens, H.H. Jr.","contributorId":104874,"corporation":false,"usgs":true,"family":"Stevens","given":"H.H.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":236905,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":48170,"text":"ofr73173 - 1973 - Vegetation in relation to water depth in conservation area 3, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:07","indexId":"ofr73173","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"73-173","title":"Vegetation in relation to water depth in conservation area 3, Florida","language":"ENGLISH","doi":"10.3133/ofr73173","usgsCitation":"McPherson, B.F., 1973, Vegetation in relation to water depth in conservation area 3, Florida: U.S. Geological Survey Open-File Report 73-173, 60 p. ill., maps ; 27 cm., https://doi.org/10.3133/ofr73173.","productDescription":"60 p. ill., maps ; 27 cm.","costCenters":[],"links":[{"id":162391,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6025b7","contributors":{"authors":[{"text":"McPherson, Benjamin F.","contributorId":17965,"corporation":false,"usgs":true,"family":"McPherson","given":"Benjamin","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":236908,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48177,"text":"ofr73203 - 1973 - Water resources outlook for the Minneapolis-Saint Paul Metropolitan Area, Minnesota","interactions":[{"subject":{"id":49254,"text":"ofr72272 - 1972 - Hydrogeologic maps of the Minneapolis-St. Paul artesian basin, Minnesota","indexId":"ofr72272","publicationYear":"1972","noYear":false,"title":"Hydrogeologic maps of the Minneapolis-St. Paul artesian basin, Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":48177,"text":"ofr73203 - 1973 - Water resources outlook for the Minneapolis-Saint Paul Metropolitan Area, Minnesota","indexId":"ofr73203","publicationYear":"1973","noYear":false,"title":"Water resources outlook for the Minneapolis-Saint Paul Metropolitan Area, Minnesota"},"id":1}],"lastModifiedDate":"2018-03-19T10:38:07","indexId":"ofr73203","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"73-203","title":"Water resources outlook for the Minneapolis-Saint Paul Metropolitan Area, Minnesota","docAbstract":"The water resources were studied within an area whose natural ground-water flow is largely towards the center of the metropolitan area. This area coincides with the extent of the Hinckley Sandstone aquifer. Thus, the general geohydrology of the area bounded by the extent of the Hinckley Sandstone (about 6,000 square miles) as it relates to the hydrology of the Minneapolis-St. Paul metropolitan area is described. Greater emphasis is placed on the area underlain by the Prairie du Chien-Jordan aquifer (about 2,000 square miles), from which approximately 75 percent of the ground-water for the metropolitan area is pumped.
\nThe study indicates that the surface-water resources of the Twin Cities metropolitan area are used to such an extent that a supply adequate for domestic and industrial needs as well as power plant and sanitary effluent assimilation will not be available during severe drought.
\nGround-water is obtained primarily from two aquifer systems: The Prairie du Chien-Jordan and the Mount Simon-Hinckley. In 1970, these aquifers supplied about 90 percent (175 mgd) of the ground-water used in the metropolitan part of the study area. The probable level of development that can be sustained by these two aquifers in the metropolitan area is estimated to be 1,100 mgd; thus, substantial additional ground-water supplies could be developed. However, considerable management and planning would be needed to sustain this level of development.
\nMaps in this report can be used to select general well-field locations based on consideration of 1) aquifer, 2) depth needed for completion, 3) head availability, 4) location of natural recharge and discharge boundaries, and 5) distance from areas where over-development of ground-water resources is imminent. Because of complexities in the ground-water system, yield estimates, boundary effects, and effects of aquifer interaction may best be determined in a study incorporating the use of a hydrologic model.
\nFuture detailed studies might include elaboration on some of the topics described in this report and the acquisition and interpretation of new data. Major items on which future work might focus are 1) data collection, 2) geohydrologic mapping, 3) hydraulic characteristics of subsurface geohydrologic units, 4) hydrology of lakes, and 5) hydrologic systems modeling
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr73203","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities Area","usgsCitation":"Norvitch, R., Ross, T., and Brietkrietz, A., 1973, Water resources outlook for the Minneapolis-Saint Paul Metropolitan Area, Minnesota: U.S. Geological Survey Open-File Report 73-203, x, 219 p., https://doi.org/10.3133/ofr73203.","productDescription":"x, 219 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":170957,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1973/0203/report-thumb.jpg"},{"id":84911,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1973/0203/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Twin Cities 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R.F.","contributorId":107742,"corporation":false,"usgs":true,"family":"Norvitch","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":236923,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ross, T.G.","contributorId":34987,"corporation":false,"usgs":true,"family":"Ross","given":"T.G.","email":"","affiliations":[],"preferred":false,"id":236922,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brietkrietz, Alex","contributorId":34111,"corporation":false,"usgs":true,"family":"Brietkrietz","given":"Alex","email":"","affiliations":[],"preferred":false,"id":236921,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":48180,"text":"ofr73217 - 1973 - Flood of September 1971 in southeastern Pennsylvania","interactions":[],"lastModifiedDate":"2016-10-21T10:55:26","indexId":"ofr73217","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"73-217","title":"Flood of September 1971 in southeastern Pennsylvania","docAbstract":"Record-breaking floods on Sept. 13, 1971, occurred in some urbanized basins of southeastern Pennsylvania. This flooding resulted from heavy, intermittent thunderstorms on Sept. 11-13, 1971, which produced 8 to 12 inches of rainfall in the basins of Skippack, Stony, and Chester Creeks. Rain was heaviest during mid-day of the 13th.
Damage to homes, businesses, and public property amounted to many millions of dollars. Twelve persons lost their lives and more than 400 families were driven from their homes. The Chester and Norristown areas were declared Flood Disaster Areas by the Federal and State Governments.
Peak stages and discharges are given for 25 gaging staions and 4 miscellaneous sites.
Flood profiles are shown for Chester Creek, West Branch Chester Creek, and Stony Creek.
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