{"pageNumber":"635","pageRowStart":"15850","pageSize":"25","recordCount":16445,"records":[{"id":974,"text":"wsp1669Y - 1964 - Ground-water resources of the Lowell area, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1669Y","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1669","chapter":"Y","title":"Ground-water resources of the Lowell area, Massachusetts","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1669Y","usgsCitation":"Baker, J.A., 1964, Ground-water resources of the Lowell area, Massachusetts: U.S. Geological Survey Water Supply Paper 1669, iv, 37 p. :ill., map ;24 cm., https://doi.org/10.3133/wsp1669Y.","productDescription":"iv, 37 p. :ill., map ;24 cm.","costCenters":[],"links":[{"id":137058,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669y/report-thumb.jpg"},{"id":25528,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669y/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25529,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669y/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25530,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669y/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25531,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669y/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a93e4b07f02db65848f","contributors":{"authors":[{"text":"Baker, John Augustus","contributorId":48159,"corporation":false,"usgs":true,"family":"Baker","given":"John","email":"","middleInitial":"Augustus","affiliations":[],"preferred":false,"id":142949,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2114,"text":"wsp1619X - 1964 - Geology and ground-water resources of Rock County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-02T14:37:26","indexId":"wsp1619X","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1619","chapter":"X","title":"Geology and ground-water resources of Rock County, Wisconsin","docAbstract":"<p>Rock County is in south-central Wisconsin adjacent to the Illinois State line. The county has an area of about 723 square miles and had a population of about 113,000 in 1957 ; it is one of the leading agricultural and industrial counties in the State. The total annual precipitation averages about 32 inches, and the mean annual temperature is about 48 ? F. Land-surface altitudes are generally between 800 and 00 feet, but range from 731 feet, where the Rock River flows into Illinois, to above 1,080 feet, at several places in the northwestern part of the county. The northern part of Rock County consists of the hills and kettles of a terminal moraine which slopes southward to a flat, undissected outwash plain. The southeastern part of the county is an area of gentle slopes, whereas the southwestern part consists of steep-sided valleys and ridges. Rock County is within the drainage basin of the Rock River, which flows southward through the center of the county. The western and southwestern parts of ,the county are drained by the Sugar River und Coon Creek, both of which flow into the Pecatonica River in Illinois and thence into the Rock River. The southeastern part of the county is drained by Turtle Creek, which also flows into Illinois before joining the Rock River. Nearly all the lakes and ponds are in the northern one-third of the county, the area of most recent glaciation. The aquifers in Rock County are of sedimentary origin and include deeply buried sandstones, shales, and dolomites of the Upper Cambrian series. This series overlies crystalline rocks of Precambrian age and supplies water to all the cities and villages in the county. The St. Peter sandstone of Ordovician age underlies all Rock County except where the formation has been removed by erosion in the Rock and Sugar River valleys, and perhaps in Coon Creek valley. The St. Peter sandstone is the principal source of water for domestic, stock, and small industrial wells in the western half of the county. This sandstone also yields some water to uncased wells that tap the deeper rocks of the Upper Cambrian series. East of the Rock River the Platteville, Decorah, and Galena formations undifferentiated, or Platteville-Galena unit, is the principal source of water for domestic and stock wells. Unconsolidated deposits of glacial origin cover most of Rock County and supply water to many small wells. In the outwash deposits along the Rock River, wells of extremely high capacity have been developed for industrial and municipal use. The most significant feature of the bedrock surface in Rock County is the ancestral Rock River valley, which has been filled with glacial outwash to a depth of at least 396 feet below the present land surface. East of the buried valley the bedrock has a fiat, relatively undissected surface. West of the valley the bedrock surface is rugged and greatly dissected. Ground water in Rock County occurs under both water-table and artesian conditions; however, because of the interconnection and close relation of all ground water in the county, the entire system is considered to be a single groundwater body whose surface may be represented by one piezometric map. Recharge occurs locally, throughout the county. Nearly all recharge is derived directly from precipitation that percolates downward to become a part of the groundwater body. Natural movement of water in the consolidated water-bearing units is generally toward the buried Rock and Sugar River valleys. Movement of water in the sandstones of Cambrian age was calculated to be about 44 million gallons a day toward the Rock River. Discharge from wells in Rock County in 1957 was about 23 million gallons a day. Nearly 90 percent of this water was drawn from the area along the Rock River. Drilled wells, most of which were drilled by the cable-tool method, range in diameter from 3 to 26 inches, and in depth from 46 to 1,225 feet. Driven wells in alluvium and glacial drift are usually 1? to 2? in</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1619X","collaboration":"Prepared in cooperation with the Wisconsin Geological and Natural History Survey","usgsCitation":"LeRoux, E.F., 1964, Geology and ground-water resources of Rock County, Wisconsin: U.S. Geological Survey Water Supply Paper 1619, Report: iv, 50 p.; 5 Plates: 36.5 x 28.75 inches or smaller, https://doi.org/10.3133/wsp1619X.","productDescription":"Report: iv, 50 p.; 5 Plates: 36.5 x 28.75 inches or smaller","numberOfPages":"50","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":27697,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619x/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27698,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619x/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27699,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619x/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27700,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619x/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27701,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1619x/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27702,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1619x/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138328,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1619x/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Rock County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.0119,42.8471],[-88.8951,42.8457],[-88.7757,42.8455],[-88.7753,42.7587],[-88.7744,42.6728],[-88.774,42.5855],[-88.7737,42.4958],[-88.9385,42.4984],[-88.9798,42.4989],[-89.0467,42.4997],[-89.154,42.501],[-89.2345,42.5018],[-89.2705,42.5021],[-89.3185,42.5024],[-89.3645,42.5029],[-89.3656,42.5907],[-89.3656,42.5998],[-89.3667,42.677],[-89.3666,42.6906],[-89.3671,42.7607],[-89.3677,42.7743],[-89.3689,42.8484],[-89.2488,42.8478],[-89.132,42.8479],[-89.0119,42.8471]]]},\"properties\":{\"name\":\"Rock\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db6859c5","contributors":{"authors":[{"text":"LeRoux, E. F.","contributorId":29795,"corporation":false,"usgs":true,"family":"LeRoux","given":"E.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":144694,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4148,"text":"cir493 - 1964 - Magnitude and frequency of floods in Alaska south of the Yukon River","interactions":[],"lastModifiedDate":"2013-07-18T14:53:52","indexId":"cir493","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"493","title":"Magnitude and frequency of floods in Alaska south of the Yukon River","docAbstract":"This report presents a method for evaluating the magnitude and frequency of floods on the basis of the analysis of flood records. One composite frequency curve is applied to the entire study region. This curve relates floods of various magnitudes at any site within the region to probable recurrence intervals (from 1.1 to 50 years) for those floods. Flood magnitudes are reduced to dimensionless form by expressing them as a ratio to mean annual flood. Magnitudes of mean annual floods vary with the flood-producing characteristics of stream basins. On the basis of the limited data available, drainage-area size is found to be the only significant factor affecting the magnitude of the mean annual flood. Trial and error groupings of gaging-station records show that the region can be split into three hydrologic areas: one curve defines the relation within each area between mean annual flood and drainage area. These three curves in combination with the composite flood-frequency curve permit, for natural-flow conditions at any site, the determination of flood magnitude for a given recurrence interval, or the determination of recurrence interval for a flood of known magnitude.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/cir493","collaboration":"Prepared in cooperation with the Alaska State Highway Department and the U.S. Bureau of Public Roads","usgsCitation":"Berwick, V.K., Childers, J.M., and Kuentzel, M., 1964, Magnitude and frequency of floods in Alaska south of the Yukon River: U.S. Geological Survey Circular 493, Report: iii, 15 p.; 1 Map: 19.27 x 16.80 inches, https://doi.org/10.3133/cir493.","productDescription":"Report: iii, 15 p.; 1 Map: 19.27 x 16.80 inches","numberOfPages":"19","costCenters":[],"links":[{"id":122497,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/0493/report-thumb.jpg"},{"id":31254,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/0493/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":271065,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/0493/plate-1.pdf"}],"country":"United States","state":"Alaska","otherGeospatial":"Yukon River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 172.45,51.21 ], [ 172.45,71.39 ], [ -129.99,71.39 ], [ -129.99,51.21 ], [ 172.45,51.21 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649542","contributors":{"authors":[{"text":"Berwick, Vernon Kenneth","contributorId":50806,"corporation":false,"usgs":true,"family":"Berwick","given":"Vernon","email":"","middleInitial":"Kenneth","affiliations":[],"preferred":false,"id":148292,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Childers, Joseph M.","contributorId":14379,"corporation":false,"usgs":true,"family":"Childers","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":148291,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kuentzel, M.A.","contributorId":84248,"corporation":false,"usgs":true,"family":"Kuentzel","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":148293,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2099,"text":"wsp1669AA - 1964 - Ground-water resources of the lower Mesilla Valley, Texas and New Mexico","interactions":[],"lastModifiedDate":"2016-08-19T14:33:03","indexId":"wsp1669AA","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1669","chapter":"AA","title":"Ground-water resources of the lower Mesilla Valley, Texas and New Mexico","docAbstract":"<p>The lower Mesilla Valley extends southward from the vicinity of Anthony, Tex., to the gorge of the Rio Grande north of El Paso and westward from the Franklin Mountains to the east edge of La Mesa. The increase in the use of ground water for the public water supply of El Paso and for supplemental irrigation, when the surface-water allotments were inadequate, emphasized the need for an investigation of the ground-water resources of the lower Mesilla Valley.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1669AA","usgsCitation":"Leggat, E., Lowry, M., and Hood, J.W., 1964, Ground-water resources of the lower Mesilla Valley, Texas and New Mexico: U.S. Geological Survey Water Supply Paper 1669, Report: iv, 49 p.; 8 Plates, https://doi.org/10.3133/wsp1669AA.","productDescription":"Report: iv, 49 p.; 8 Plates","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":27666,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27667,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27668,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27669,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27672,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27673,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669aa/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27665,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27671,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138191,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669aa/report-thumb.jpg"},{"id":27670,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669aa/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696a4d","contributors":{"authors":[{"text":"Leggat, E. R.","contributorId":28222,"corporation":false,"usgs":true,"family":"Leggat","given":"E. R.","affiliations":[],"preferred":false,"id":144671,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lowry, M.E.","contributorId":55807,"corporation":false,"usgs":true,"family":"Lowry","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":144672,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hood, J. W.","contributorId":87908,"corporation":false,"usgs":true,"family":"Hood","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144673,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1211,"text":"wsp1779O - 1964 - Hydrology of aquifer systems in the Memphis area, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp1779O","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1779","chapter":"O","title":"Hydrology of aquifer systems in the Memphis area, Tennessee","docAbstract":"The Memphis area as described in .this report comprises about 1,300 square miles of the Mississippi embayment part of the Gulf Coastal Plain. The area is underlain by as much as 3,000 feet of sediments ranging in age from Cretaceous through Quaternary. \r\n\r\nIn 1960, 150 mgd (million gallons per day) of water was pumped from the principal aquifers. Municipal pumpage accounted for almost half of this amount, and industrial pumpage a little more than half. About 90 percent of the water used in the area is derived from the '500-foot' sand, and most of the remainder is from the ?400-foot' sand; both sands are of Eocene age. A small amount of water for domestic use is pumped from the terrace deposits of Pliocene and Pleistocene age. \r\n\r\nBoth the '500-foot' and the '1,400-foot' sands are artesian aquifers except in the southeastern part of the area; there the water level in wells in the '500-foot' sand is now below the overlying confining clay. Water levels in both aquifers have declined almost continuously since pumping began, but the rate of decline has increased rapidly since 1940. Water-level decline in the '1,400-foot' sand has been less pronounced since 1956. \r\n\r\nThe cones of depression in both aquifers have expanded and deepened as a result of the annual increases in pumping, and an increase in hydraulic gradients has induced a greater flow of water into the area. Approximately 135 mgd entered the Memphis area through the '500-foot' sand aquifer in 1960, and, of this amount, 60 mgd originated as inflow from the east and about 75 mgd was derived from leakage from the terrace deposits, from the north, south, and west and from other sources. Of the water entering the '1,400-foot' sand, about 5 mgd was inflow from the east, and about half that amount was from each of the north, south, and west directions. The average rate of movement of water outside the area of heavy withdrawals is about 70 feet per year in the '500-foot' sand and about 40 feet per year in the '1,400-foot' sand. The average rate of depletion of storage in each aquifer since pumping began is about 1 mgd. Most of the recharge to the '500-foot' and '1,400-foot' sands occurs in outcrop areas about 30-80 miles east of Memphis. Also, water leaks from the terrace deposits to the '500-foot' sand in some places, and there may be some leakage from streams where the confining clay is thin or is breached by faults or streams.\r\n\r\nThe quality of water from both the principal aquifers is very good. Iron, carbon dioxide, and hydrogen sulfide are the only constituents found in undesirable quantities. Water from the terrace deposits is hard but generally contains less iron and carbon dioxide than water from either of the principal aquifers. \r\n\r\nThe hydraulic characteristics of both aquifers were determined by pumping tests and by applying the knowledge of the geology o# the area; these characteristics indicate that the aquifers are capable of producing more water than is currently being pumped from them. The '500-foot' sand will produce more water per unit decline of water level than will the '1,400-foot' sand. There appears to be no reason why the development of water supplies from both aquifers should not continue, but well spacing will remain a factor which could affect future development. Greater well spacing will tend to prolong the useful life of a well and the aquifers.","language":"ENGLISH","publisher":"U.S. Gov't. Print. Off.,","doi":"10.3133/wsp1779O","usgsCitation":"Criner, J.H., Sun, P.P., and Nyman, D.J., 1964, Hydrology of aquifer systems in the Memphis area, Tennessee: U.S. Geological Survey Water Supply Paper 1779, [31] leaves :ill. ;28 cm., https://doi.org/10.3133/wsp1779O.","productDescription":"[31] leaves :ill. ;28 cm.","costCenters":[],"links":[{"id":137969,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1779o/report-thumb.jpg"},{"id":26097,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779o/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26098,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779o/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26099,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779o/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26100,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779o/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26101,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779o/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26102,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779o/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26103,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1779o/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26104,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1779o/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698959","contributors":{"authors":[{"text":"Criner, James H.","contributorId":107258,"corporation":false,"usgs":true,"family":"Criner","given":"James","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":143375,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sun, P-C. P.","contributorId":25546,"corporation":false,"usgs":true,"family":"Sun","given":"P-C.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":143373,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nyman, Dale J.","contributorId":28584,"corporation":false,"usgs":true,"family":"Nyman","given":"Dale","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":143374,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1004,"text":"wsp1669V - 1964 - Ground water in the lower Arkansas River valley, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:09","indexId":"wsp1669V","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1669","chapter":"V","title":"Ground water in the lower Arkansas River valley, Arkansas","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1669V","usgsCitation":"Bedinger, M.S., and Jeffery, H., 1964, Ground water in the lower Arkansas River valley, Arkansas: U.S. Geological Survey Water Supply Paper 1669, iii, 17 p. :ill., map ;24 cm., https://doi.org/10.3133/wsp1669V.","productDescription":"iii, 17 p. :ill., map ;24 cm.","costCenters":[],"links":[{"id":136147,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669v/report-thumb.jpg"},{"id":25575,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669v/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25576,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669v/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25577,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669v/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25578,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669v/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25579,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669v/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25580,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669v/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25581,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669v/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d765","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":143003,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jeffery, H. G.","contributorId":74353,"corporation":false,"usgs":true,"family":"Jeffery","given":"H. G.","affiliations":[],"preferred":false,"id":143004,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1189,"text":"wsp1669BB - 1964 - Reconnaissance of the ground-water resources of the Arkansas Valley region, Arkansas","interactions":[{"subject":{"id":52232,"text":"ofr6232 - 1962 - Well records, depth-to-water measurements and logs of selected wells and test holes, and chemical analyses of ground water in the Arkansas Valley region, Arkansas","indexId":"ofr6232","publicationYear":"1962","noYear":false,"title":"Well records, depth-to-water measurements and logs of selected wells and test holes, and chemical analyses of ground water in the Arkansas Valley region, Arkansas"},"predicate":"SUPERSEDED_BY","object":{"id":1189,"text":"wsp1669BB - 1964 - Reconnaissance of the ground-water resources of the Arkansas Valley region, Arkansas","indexId":"wsp1669BB","publicationYear":"1964","noYear":false,"chapter":"BB","title":"Reconnaissance of the ground-water resources of the Arkansas Valley region, Arkansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp1669BB","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1669","chapter":"BB","title":"Reconnaissance of the ground-water resources of the Arkansas Valley region, Arkansas","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1962","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1669BB","usgsCitation":"Cordova, R., 1964, Reconnaissance of the ground-water resources of the Arkansas Valley region, Arkansas: U.S. Geological Survey Water Supply Paper 1669, iv, 33 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1669BB.","productDescription":"iv, 33 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":137937,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669bb/report-thumb.jpg"},{"id":26051,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669bb/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26052,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669bb/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67eb84","contributors":{"authors":[{"text":"Cordova, R.M.","contributorId":77511,"corporation":false,"usgs":true,"family":"Cordova","given":"R.M.","email":"","affiliations":[],"preferred":false,"id":143323,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2043,"text":"wsp1669J - 1964 - Ground-water conditions in the Green Bay area, Wisconsin, 1950-60","interactions":[],"lastModifiedDate":"2015-10-02T13:57:06","indexId":"wsp1669J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1669","chapter":"J","title":"Ground-water conditions in the Green Bay area, Wisconsin, 1950-60","docAbstract":"<p>The Green Bay area, which includes parts of Brown, Outagamie, and Shawano Counties, has an area of about 525 square miles in eastern Wisconsin at the south end of Green Bay. In 1960, it had a population estimated at 124,000; Green Bay, the largest city in the area, had a population of 62,888. The Green Bay area is underlain by a basement complex of crystalline rocks of Precambrian age. Sedimentary rocks of Cambrian, Ordovician, and Silurian ages overlie the crystalline rocks. These rocks are divided, in ascending order, as follows: The Dresbach Group, Franconia Sandstone, and Trempealeau Formation of Cambrian age; the Prairie du Chien Group, St. Peter Sandstone, Platteville Formation, and Maquoketa Shale of Ordovician age; and the Niagara Dolomite of Silurian age. The Maquoketa Shale and Niagara Dolomite are present only in the eastern part of the area. Unconsolidated deposits, largely of Pleistocene age and glacial origin, overlie the older rocks in most of the area. The rocks of the Dresbach Group, Franconia Sandstone, Trempealeau Formation, Prairie du Chien Group, and St. Peter Sandstone are connected hydraulically and can be considered to form one aquifer, called the sandstone aquifer. The sandstone aquifer is the principal source of ground-water supply in the Green Bay area and is one of the most productive water-bearing units in Wisconsin. All the public water supplies in the area, except the supply for the city of Green Bay, and many of the industrial water supplies are obtained from wells tapping the sandstone aquifer. Rates of discharge of individual wells range from about 200 to 1,000 gallous per minute. The city of Green Bay also obtained its water supply from wells tapping the sandstone aquifer until August 1957, when it began using Lake Michigan as a source of water supply. Several industries also use large quantities of surface water. The Niagara Dolomite, although largely undeveloped, is potentially an important aquifer, in the eastern part of the area. Small amounts of water are obtained from dolomite of the Platteville Formation and from sand and gravel deposits of Pleistocene age. Recharge to the sandstone aquifer in the Green Bay area is derived chiefly from precipitation that infiltrates at or near the outcrop area of the aquifer in northwestern Brown County, eastern Outagamie and Shawano Counties, and southern Oconto County. The amount of recharge is estimated to be at least 30 mgd (million gallons per day). Withdrawals of water from wells tapping the sandstone aquifer in the area began when the first well was drilled in 1886. The withdrawals gradually increased to an average of about 6 mgd in 1940, about 10 mgd in 1950, and about 13 mgd in January-July of 1957, after which time the city of Green Bay discontinued pumping from wells. From August 1957 through 1960, average annual withdrawals of water remained relatively constant at about 5 mgd. Water levels in wells tapping the sandstone aquifer persistently declined until August 1957 as a result of the gradually increasing withdrawals of water. In the area of concentrated ground-water withdrawals in downtown Green Bay, the piezometric surface, which had been about 100 feet above land surface in 1886, was about 340 feet below land surface in 1957. The cessation of pumping by the city of Green Bay in August 1957 resulted in a decrease in withdrawals of ground water from about 13.1 mgd in the first half of 1957 to about 5.3 mgd in the last half and a rapid recovery in water levels. ]n the area of concentrated withdrawals, the piezometric surface had recovered about 300 feet by September 1960. Rises in water levels were recorded throughout the Green Bay area, with the amount of the rise depending on the distance from the Green Bay city wells. In September 1960, water levels appeared to be affected more by local variations in the rates of pumping than by the recovery resulting from 1957 reduction in pumping. Much additional ground water could</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1669J","collaboration":"Prepared in cooperation with the Wisconsin Geological and Natural History Survey","usgsCitation":"Knowles, D., 1964, Ground-water conditions in the Green Bay area, Wisconsin, 1950-60: U.S. Geological Survey Water Supply Paper 1669, Report: iv, 37 p.; 6 Plates: 20.00 x 33.40 inches or smaller, https://doi.org/10.3133/wsp1669J.","productDescription":"Report: iv, 37 p.; 6 Plates: 20.00 x 33.40 inches or smaller","numberOfPages":"37","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":137710,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1669j/report-thumb.jpg"},{"id":27532,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669j/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27533,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669j/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27534,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669j/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27535,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669j/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27536,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669j/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27537,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1669j/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27538,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1669j/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","otherGeospatial":"Green Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.28475952148438,\n              44.21075694234126\n            ],\n            [\n              -88.28475952148438,\n              44.71161010858431\n            ],\n            [\n              -87.82058715820312,\n              44.71161010858431\n            ],\n            [\n              -87.82058715820312,\n              44.21075694234126\n            ],\n            [\n              -88.28475952148438,\n              44.21075694234126\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d218","contributors":{"authors":[{"text":"Knowles, Doyle B.","contributorId":85566,"corporation":false,"usgs":true,"family":"Knowles","given":"Doyle B.","affiliations":[],"preferred":false,"id":144579,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3020,"text":"wsp1608E - 1964 - Hydrogeologic reconnaissance of Poro Point and vicinity, Luzon Island, Philippines","interactions":[],"lastModifiedDate":"2013-08-12T12:26:47","indexId":"wsp1608E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1608","chapter":"E","title":"Hydrogeologic reconnaissance of Poro Point and vicinity, Luzon Island, Philippines","docAbstract":"In 1961 a reconnaissance of the geology and ground-water hydrology of Poro Point, on the west coast of Luzon Island, Philippines, was made on behalf of the U.S. Department of the Navy. Poro Point, which marks the northern end of Lingayen Gulf, is about half a mile wide and projects northwestward about 2 miles into the China Sea. The point is underlain by coralline limestone of probable Pleistocene age. \n\nThe aquifer system consists of a fresh-water lens floating on salt water within the coralline limestone. Several tube wells obtain fresh water from the lens, but in May, at the end of the 6-month dry season during which rainfall totals only 40 inches, the water becomes brackish. 'Skimming wells' are considered the best method of obtaining fresh water from the lens, whose annual range in average thickness is probably 25 to 40 feet. \n\nRecharge is about 2,000-3,000 acre-feet per year and is derived wholly from precipitation during the 6-month wet season in which rainfall totals about 92 inches. The approximate amount of ground water stored in the fresh-water lens ranges from about 3,000 acre-feet at the end of the dry season to about 5,000 acre-feet at the end of the wet season. Most of the ground water is discharged through seeps and submarine springs around Poro Point; pumpage in 1961 was only about 100 acre-feet.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1608E","usgsCitation":"Worts, G., 1964, Hydrogeologic reconnaissance of Poro Point and vicinity, Luzon Island, Philippines: U.S. Geological Survey Water Supply Paper 1608, iii, 14 p. :ill., map ;24 cm. + plate folded in pocket., https://doi.org/10.3133/wsp1608E.","productDescription":"iii, 14 p. :ill., map ;24 cm. + plate folded in pocket.","costCenters":[],"links":[{"id":139461,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608e/report-thumb.jpg"},{"id":29850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":276481,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1608e/plate-1.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627904","contributors":{"authors":[{"text":"Worts, George Frank","contributorId":100830,"corporation":false,"usgs":true,"family":"Worts","given":"George Frank","affiliations":[],"preferred":false,"id":146158,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1054,"text":"wsp1695 - 1964 - Geology and ground-water resources of southeastern New Hampshire","interactions":[{"subject":{"id":51806,"text":"ofr5516 - 1955 - Preliminary report on the investigation of ground-water resources of the seacoast region of New Hampshire","indexId":"ofr5516","publicationYear":"1955","noYear":false,"title":"Preliminary report on the investigation of ground-water resources of the seacoast region of New Hampshire"},"predicate":"SUPERSEDED_BY","object":{"id":1054,"text":"wsp1695 - 1964 - Geology and ground-water resources of southeastern New Hampshire","indexId":"wsp1695","publicationYear":"1964","noYear":false,"title":"Geology and ground-water resources of southeastern New Hampshire"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp1695","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1695","title":"Geology and ground-water resources of southeastern New Hampshire","docAbstract":"The continued growth and development of southeastern New Hampshire, an area of about 390 square miles adjacent to the Atlantic Ocean, will depend partly on effectively satisfying the demand for water, which has increased rapidly since World War II. \r\n\r\nThe report identifies and describes the principal geologic units with respect to the occurrence of ground water. These units include bedrock and the various unconsolidated deposits that mantle the bedrock surface discontinuously throughout the area. \r\n\r\nThe bedrock formations, consisting of igneous and metamorphic rocks, chiefly of Paleozoic age, form a single water-bearing unit. Ground water is in joints and fractures. The fractures are small and scattered and therefore impart only a low permeability to the rocks. Wells in the bedrock commonly produce small but reliable supplies of ground water at depths of less than 150 feet. The yields of about 80 wells inventoried for this report ranged from 1? to 100 gpm (gallons per minute) and the median was 912 gpm. Depths ranged from 45 to 600 feet. The unconsolidated deposits consist of glacial drift of Pleistocene age; swamp deposits, alluvium, and beach deposits of Recent age; and eolian deposits of Pleistocene -and Recent age. For this report the glacial drift is divided into till, ice-contact deposits, marine deposits, and outwash and shore deposits. Glacial till forms a discontinuous blanket, commonly less than 15 but in some hills (drumlins) as much as about 200 feet thick. It has a low permeability but, because of its widespread outcrop area, it has been utilized as a source of water for numerous domestic supplies. Because most wells in till are shallow, many fail to meet modern demands during dry summers. \r\n\r\nIce-contact deposits locally form kames, kame terraces, kame plains, and ice-channel fillings throughout the area. They overlie bedrock and till and range in thickness from less than 1 foot to as much as 190 feet. In general, the ice-contact deposits are coarse textured and permeable, but variations in- the physical and hydrologic properties of a single deposit and from deposit to deposit are common. Ice-contact deposits are the source of the larger ground-water supplies in southeastern New Hampshire. \r\n\r\nMarine deposits underlie lowlands and valleys to a distance of about 20 miles inland from the present coastline. They commonly overlie bedrock and till and at places overlie or are interbedded with ice-contact deposits. Marine deposits range in thickness from less than 1 foot to possibly 75 feet. They are fine textured and impermeable; they do not yield water to wells in southeastern New Hampshire but generally act as a barrier to ground-water movement. Outwash and shore deposits form broad sand plains or gently sloping terraces of small extent. At most places the outwash and shore deposits, which range in thickness from less than 1 foot to about 50 feet, overlie marine deposits, but at some places they overlie bedrock, till, or ice-contact deposits. The outwash and shore deposits are fine textured and moderately permeable. They commonly yield enough ground water to meet the needs of farms, homes, and small industries. Alluvium underlies the flood plains and channels of the principal streams and overlies bedrock and older unconsolidated deposits wherever streams cross the older units. The alluvium generally is not tapped by wells. \r\n\r\nBeach deposits occupy areas along the Atlantic Ocean between promontories of bedrock or till. In general beach deposits are permeable and are a source of water supplies for domestic use. Yields of wells are limited, however, by the danger of drawing in salty water. \r\n\r\nRecharge in southeastern New Hampshire is derived principally from precipitation on outcrop areas of ice-contact deposits and outwash and shore deposits during the nongrowing season. Ground water is discharged naturally by springs, by effluent seepage to streams and other bodies of surface water, and by evapotranspiration. 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,{"id":68440,"text":"ha86 - 1964 - Floods in Hinsdale quadrangle, Illinois","interactions":[],"lastModifiedDate":"2023-01-13T21:54:32.052945","indexId":"ha86","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"86","title":"Floods in Hinsdale quadrangle, Illinois","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha86","usgsCitation":"Ellis, D.W., Allen, H., and Noehre, A.W., 1964, Floods in Hinsdale quadrangle, Illinois: U.S. Geological Survey Hydrologic Atlas 86, 1 Plate: 48.00 x 30.00 inches, https://doi.org/10.3133/ha86.","productDescription":"1 Plate: 48.00 x 30.00 inches","costCenters":[],"links":[{"id":185803,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89970,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/086/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":411929,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16184.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"24000","country":"United States","state":"Illinois","otherGeospatial":"Hinsdale quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88,\n              41.75\n            ],\n            [\n              -88,\n              41.875\n            ],\n            [\n              -87.875,\n              41.875\n            ],\n            [\n              -87.875,\n              41.75\n            ],\n            [\n              -88,\n              41.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e70ea","contributors":{"authors":[{"text":"Ellis, Davis W.","contributorId":98297,"corporation":false,"usgs":true,"family":"Ellis","given":"Davis","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278220,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":278218,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Noehre, Allen W.","contributorId":17659,"corporation":false,"usgs":true,"family":"Noehre","given":"Allen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278219,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68441,"text":"ha85 - 1964 - Floods in Park Ridge quadrangle, Illinois","interactions":[],"lastModifiedDate":"2022-09-14T21:34:14.792524","indexId":"ha85","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"85","title":"Floods in Park Ridge quadrangle, Illinois","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha85","usgsCitation":"Ellis, D.W., Allen, H., and Noehre, A.W., 1964, Floods in Park Ridge quadrangle, Illinois: U.S. Geological Survey Hydrologic Atlas 85, 1 Plate: 44.00 × 30.50 inches, https://doi.org/10.3133/ha85.","productDescription":"1 Plate: 44.00 × 30.50 inches","costCenters":[],"links":[{"id":185893,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":406734,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16183.htm","linkFileType":{"id":5,"text":"html"}},{"id":89971,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/085/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"Illinois","otherGeospatial":"Park Ridge quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.875,\n              42\n            ],\n            [\n              -87.75,\n              42\n            ],\n            [\n              -87.75,\n              42.125\n            ],\n            [\n              -87.875,\n              42.125\n            ],\n            [\n              -87.875,\n              42\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6ccc","contributors":{"authors":[{"text":"Ellis, Davis W.","contributorId":98297,"corporation":false,"usgs":true,"family":"Ellis","given":"Davis","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278223,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":278221,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Noehre, Allen W.","contributorId":17659,"corporation":false,"usgs":true,"family":"Noehre","given":"Allen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278222,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68408,"text":"ha95 - 1964 - Geology and hydrology of alluvial deposits along the Ohio River between the Wolf Creek and West Point areas, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:11:14","indexId":"ha95","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"95","title":"Geology and hydrology of alluvial deposits along the Ohio River between the Wolf Creek and West Point areas, Kentucky","language":"ENGLISH","doi":"10.3133/ha95","usgsCitation":"Gallaher, J.T., 1964, Geology and hydrology of alluvial deposits along the Ohio River between the Wolf Creek and West Point areas, Kentucky: U.S. Geological Survey Hydrologic Atlas 95, col. maps ;on sheet 48 x 69 cm., https://doi.org/10.3133/ha95.","productDescription":"col. maps ;on sheet 48 x 69 cm.","costCenters":[],"links":[{"id":190008,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89924,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/095/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -86.25,38 ], [ -86.25,38 ], [ -86.25,38 ], [ -86.25,38 ], [ -86.25,38 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b467d","contributors":{"authors":[{"text":"Gallaher, John T.","contributorId":11585,"corporation":false,"usgs":true,"family":"Gallaher","given":"John","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":278166,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57732,"text":"ofr64169 - 1964 - Ground-water levels in observation wells in Oklahoma, 1961-62","interactions":[],"lastModifiedDate":"2018-11-16T09:34:27","indexId":"ofr64169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"64-169","title":"Ground-water levels in observation wells in Oklahoma, 1961-62","docAbstract":"<p>The investigation of the ground-water resources of Oklahoma by the U. S. Geological Survey in cooperation with the Oklahoma Water Resources Board includes a continuing program to collect records of water levels in selected observation wells on a systematic basis. These water-level records: (1) provide an index to available ground-water supplies; (2) facilitate the prediction of trends in water levels that will indicate likely changes in storage; (3) aid in the prediction of the base flow of streams; (4) provide information for use in basic research; (5) provide long-term continuous records of fluctuations of water levels in representative wells; and (6) serve as a framework to which other types of hydrologic data may be related.</p><p>Prior to 1956, measurements of water levels in observation wells in Oklahoma were included in water-supply papers published annually by the U. S. Geological Survey (table 1). Beginning with the 1956 calendar year, however, Geological Survey water-level reports will contain only records of a selected network of observation wells, and will be published at 5-year intervals. The first of this series, for the 1956-59 period, was published in 1962.</p><p>This report has been prepared primarily to present water-level records of wells not included in the Federal network. However, for the sake of completeness it includes water-level records of Federal wells that either have been or will be published in Water-Supply Papers since 1955. This report, which contains water-level records for the 2-year period (1961-62), is the second of a series presenting water-level records for all permanent observation wells in Oklahoma. The first report, published in 1963, contains water-level records for the 5-year period (1956-60).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr64169","usgsCitation":"Wood, P., and Moeller, M., 1964, Ground-water levels in observation wells in Oklahoma, 1961-62: U.S. Geological Survey Open-File Report 64-169, 119 p., https://doi.org/10.3133/ofr64169.","productDescription":"119 p.","costCenters":[],"links":[{"id":359483,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1964/0169/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":184446,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1964/0169/report-thumb.jpg"}],"country":"United 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