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,{"id":68174,"text":"ha233 - 1967 - Floods in Zion Quadrangle, Northeastern Illinois","interactions":[],"lastModifiedDate":"2012-02-10T00:11:30","indexId":"ha233","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"233","title":"Floods in Zion Quadrangle, Northeastern Illinois","language":"ENGLISH","doi":"10.3133/ha233","isbn":"0607762357","usgsCitation":"May, V.J., and Mycyk, R.T., 1967, Floods in Zion Quadrangle, Northeastern Illinois: U.S. Geological Survey Hydrologic Atlas 233, 1 col. map ;58 x 37 cm., on sheet 77 x 127 cm., https://doi.org/10.3133/ha233.","productDescription":"1 col. map ;58 x 37 cm., on sheet 77 x 127 cm.","costCenters":[],"links":[{"id":186052,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89483,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/233/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.86749999999999,42.3675 ], [ -87.86749999999999,42.5 ], [ -87.76666666666667,42.5 ], [ -87.76666666666667,42.3675 ], [ -87.86749999999999,42.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b121c","contributors":{"authors":[{"text":"May, V. Jeff","contributorId":80358,"corporation":false,"usgs":true,"family":"May","given":"V.","email":"","middleInitial":"Jeff","affiliations":[],"preferred":false,"id":277777,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mycyk, Roman T.","contributorId":58331,"corporation":false,"usgs":true,"family":"Mycyk","given":"Roman","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":277776,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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,{"id":42348,"text":"ofr67224 - 1967 - Aeromagnetic map of the Aurora, Powell Mountain, and Huntoon Valley quadrangles and part of the Trench Canyon quadrangle, Nevada-California","interactions":[],"lastModifiedDate":"2025-07-24T19:44:54.186569","indexId":"ofr67224","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-224","title":"Aeromagnetic map of the Aurora, Powell Mountain, and Huntoon Valley quadrangles and part of the Trench Canyon quadrangle, Nevada-California","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr67224","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1967, Aeromagnetic map of the Aurora, Powell Mountain, and Huntoon Valley quadrangles and part of the Trench Canyon quadrangle, Nevada-California: U.S. Geological Survey Open-File Report 67-224, 1 Plate: 29.67 x 42.79 inches, https://doi.org/10.3133/ofr67224.","productDescription":"1 Plate: 29.67 x 42.79 inches","costCenters":[],"links":[{"id":414489,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_8179.htm","linkFileType":{"id":5,"text":"html"}},{"id":80114,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1967/0224/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173477,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"California, Nevada","otherGeospatial":"Aurora, Powell Mountain, Huntoon Valley, and Trench Canyon quadrangles","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -119,\n              38.5\n            ],\n            [\n              -119,\n              38\n            ],\n            [\n              -118.5,\n              38\n            ],\n            [\n              -118.5,\n              38.5\n            ],\n            [\n              -119,\n              38.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697271","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530914,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":42325,"text":"ofr67248 - 1967 - Aeromagnetic map of the Rhyolite Ridge, Silver Peak, Piper Peak, and Lida Wash quadrangles, Nevada-California","interactions":[],"lastModifiedDate":"2022-11-22T21:58:09.747382","indexId":"ofr67248","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-248","title":"Aeromagnetic map of the Rhyolite Ridge, Silver Peak, Piper Peak, and Lida Wash quadrangles, Nevada-California","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr67248","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1967, Aeromagnetic map of the Rhyolite Ridge, Silver Peak, Piper Peak, and Lida Wash quadrangles, Nevada-California: U.S. Geological Survey Open-File Report 67-248, 1 Plate: 30.88 × 40.85 inches, https://doi.org/10.3133/ofr67248.","productDescription":"1 Plate: 30.88 × 40.85 inches","costCenters":[],"links":[{"id":409554,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_8203.htm","linkFileType":{"id":5,"text":"html"}},{"id":80088,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1967/0248/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":135347,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"California, Nevada","otherGeospatial":"Rhyolite Ridge, Silver Peak, Piper Peak, and Lida Wash quadrangles","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -118,\n              38\n            ],\n            [\n              -118,\n              37.5\n            ],\n            [\n              -117.5,\n              37.5\n            ],\n            [\n              -117.5,\n              38\n            ],\n            [\n              -118,\n              38\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af3e4b07f02db691a38","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530904,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":157,"text":"wsp1952 - 1967 - Quality of surface waters for irrigation, Western states, 1963","interactions":[],"lastModifiedDate":"2012-02-02T00:05:11","indexId":"wsp1952","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1952","title":"Quality of surface waters for irrigation, Western states, 1963","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1952","usgsCitation":"Love, S.K., 1967, Quality of surface waters for irrigation, Western states, 1963: U.S. Geological Survey Water Supply Paper 1952, viii, 148 p. :ill., map ;24 cm., https://doi.org/10.3133/wsp1952.","productDescription":"viii, 148 p. :ill., map ;24 cm.","costCenters":[],"links":[{"id":136035,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1952/report-thumb.jpg"},{"id":24767,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1952/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24768,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1952/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8ee4b07f02db65490b","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":142028,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":52607,"text":"ofr67148 - 1967 - Drilling of deep-test-monitor well at Jacksonville, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:11:41","indexId":"ofr67148","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-148","title":"Drilling of deep-test-monitor well at Jacksonville, Florida","language":"ENGLISH","doi":"10.3133/ofr67148","usgsCitation":"Leve, G., and Goolsby, D.A., 1967, Drilling of deep-test-monitor well at Jacksonville, Florida: U.S. Geological Survey Open-File Report 67-148, 16 p., https://doi.org/10.3133/ofr67148.","productDescription":"16 p.","costCenters":[],"links":[{"id":177218,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db633fa2","contributors":{"authors":[{"text":"Leve, G.W.","contributorId":64294,"corporation":false,"usgs":true,"family":"Leve","given":"G.W.","affiliations":[],"preferred":false,"id":245635,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goolsby, D. A.","contributorId":50508,"corporation":false,"usgs":true,"family":"Goolsby","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":245634,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2768,"text":"wsp1829 - 1967 - Swatara Creek basin of southeastern Pennsylvania: An evaluation of its hydrologic system","interactions":[],"lastModifiedDate":"2022-05-11T18:58:56.606167","indexId":"wsp1829","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1829","title":"Swatara Creek basin of southeastern Pennsylvania: An evaluation of its hydrologic system","docAbstract":"<p>Local concentrations of population in the Swatara Creek basin of Pennsylvania find it necessary to store, transport, and treat water because local supplies are either deficient or have been contaminated by disposal of wastes in upstream areas. Water in the basin is available for the deficient areas and for dilution of the coal-mine drainage in the northern parts and the sewage wastes in the southern parts.</p>\n<p>Swatara Creek drains 576 square miles just east of Harrisburg, Pa., and is the largest tributary to the Susquehanna River from the north side below Harrisburg. It rises in the southern Pocono Mountains and flows southwestward across the Lebanon Plateau. On an average day Swatara Creek discharges more than 630 million gallons into the Susquehanna River at Middletown, Pa. In a year this amounts to about 23 inches of water over the entire basin and is the residual from an average annual precipitation of 45.5 inches. During an average year the flow in Swatara Creek from the upper third of the basin above Harper Tavern is always greater than 1,300 mgd (million gallons per day) for at least 15 days and is always greater than 25 mgd for at least 350 days. The daily streamflow from the basin averages 1.1 mgd per sq mi, but yields from different areas range from 0.97 to 1.22 mgd per sq mi. These variations are caused chiefly by differences in precipitation and land cover. The area of lowest yield is in the valleys west of Tremont, and the highest yields are in the Upper and Lower Little Swatara Creek subbasins.</p>\n<p>At high and medium stages the chemical character of the water in the streams is suitable for public and private supplies. At lower stages, defending on the areas and the amounts of contamination by coal-mine drainage and sewage pollution, the natural flow may require some treatment. At low stages the chemical characteristics of the natural flow not affected by man is almost identical with that of the ground water in the area drained by the stream. In general, the total dissolved solids range from about 25 to 400 parts per million and the hardness is as much as about 300 parts per million.</p>\n<p>The ground-water increment to the base flow of Swatara Creek averages about&nbsp;240 mgd, or about 8.8 inches annually, for the basin. Generally, ground-water&nbsp;supplies in amounts of less than 0.5 mgd can be developed south of Blue Mountain. Supplies of several million gallons per day have been developed for industrial use from the permeable limestones in the south-central part of the basin. More intensive investigation in other parts of the basin would indicate areas where supplies of more than 0.5 mgd could be developed from properly spaced wells. The chemical character of water from wells depends largely on the host rock. In highly soluble rocks water contains large amount of dissolved solids; in more resistant rocks concentrations are lower. The chemical character of unpolluted ground water generally reflects the composition of the more readily soluble minerals in the local geologic environment. Areas contaminated by septic- tank effluent may have above normal amounts of nitrate and detergent products. Except where polluted, most ground water is suitable for public and industrial uses without extensive treatment.</p>\n<p>Sites for storage of surface water exist in the part of the basin lying in the valley and ridge area. As much as 30 to 40 percent of the annual flow could be impounded for release as low-flow augmentation for dilution of mine drainage and other wastes in the basin. Low sediment yields of supplying drainage areas would ensure a long life expectancy of reservoirs at these sites.</p>\n<p>Overbank flooding of the main stem of the Swatara Creek and its tributaries has occurred many times in the past. However, it has not been a hazard because urban development has not encroached on the flood plain. An inundation map of the August 1933 flood provides a basis that urban planners may use to avoid future damage. As water in the Swatara Creek moves downstream to the Susquehanna River, the flow is influenced consecutively by a large annual rainfall on the northern valley and ridge area, the wastes of surface and subsurface coal-mining activities, and less annual rainfall on the part of the basin lying in the Lebanon Plateau area; the flow is supplemented and further influenced by many tributaries and by the industrial and domestic wastes that are carried by these secondary streams.</p>\n<p>The annual precipitation ranges from 52 inches at the east edge and 49 inches at the west edge of the mountainous part of the basin to about 41 inches at the southwestern part at Middletown. The rainfall generally is adequate during the growing season to mature the crops. The mean annual temperature at Lebanon is about 52&deg;F, and the growing season is about 180 days.</p>\n<p>In this report the basin has been divided into eight hydrologic zones, leased on runoff, natural use of water, and chemical character of water. Four zones lie in the valley and ridge area, three lie in the Lebanon Plateau area, and one lies in the highland along the southeastern basin boundary. In each of the zones the hydrologic characteristics are virtually the same, but they may be completely different from those in adjacent zones. The boundaries of the zones generally coincide with boundaries between geologic formations, and the areas in each zone include rocks of similar influence on water.</p>\n<p>Streams in zone 4 at the northeast edge of the plateau have the highest average surface runoff from 1.2 to 1.1 mgd per sq mi whereas those in zone 2 at the northwest edge of the valley and ridge area have the lowest, about 1.0 mgd. Streams in zone 8, along the southeast edge of the basin, have the largest sustained low-flow yield, about 0.26 to 0.19 mgd per sq mi; those in zone 5 overlying the Martinsburg Shale east of Harrisburg have the smallest sustained low-flow yields, 0.03 to 0.01 mgd. Streams in the limestone area of&nbsp;zone 7 have the greatest range in low-flow yields in any one zone from 0.60 to 0 mgd per sq mi. Low-flow yields in zones 1 through 4 range from 0.13 to 0.03 mgd per sq mi.</p>\n<p>Surface flows from zones 1 and 2 are generally acidic and contain high concentrations of sulfate, iron, and total dissolved solids especially where contaminated with mine wastes. Surface flows from zones 3 and 4 are dilute, slightly alkaline, and suitable for public water supplies. Surface flows from zones 5, 6, and 7 are alkaline and contain moderate concentrations of dissolved solids with waters of highest hardness occurring in zone 7. Surface flows from zone 8 are dilute to moderately mineralized and are relatively high in silica concentration. Nitrate concentrations are high in surf Fee flows below sewage outfalls and in ground water contaminated by septic tank effluent and industrial wastes.</p>\n<p>Average annual sediment yields of 550 to 650 tons per square mile are characteristic of zones 1 and 2 where strip mining has destroyed the forest cover and coal culm is carried into the streams. From agricultural lands on the Martinsburg Shale in zones 5 and 6, annual sediment yields range from 300 to 350 tons per square mile; but from agricultural lands on the siliceous rocks in zone 8 and zones 3 and 4 in the valley and ridge area, the sediment yield ranges from 200 to 250 tons annually per square mile. Lowest annual sediment yields in the basin are in the forested areas of siliceous rocks in zones 2, 3, 4, and 5, and in the sinkhole topography of the limestones in zone 7 where the yield ranges from 30 to 35 tons and 50 to 60 tons per square mile, respectively.</p>\n<p>The amount of ground water that can be developed in the basin is dependent on the ability of the underlying rocks to yield water to wells. More than 300 gpm (gallons per minute) can be obtained from wells in alluvial materials in the valley bottoms and in some of the limestones where large solution channels and fractures are penetrated by the wells. From 50 to 300 gpm can be obtained from wells in loosely cemented sandstones and in fractured limestones. From 10 to 50 gpm can be developed from wells in the shales and harder sandstones. The most dense rocks will yield from 1 to 10 gpm from fractures and crevices. Most wells yield water from the upper 350 feet of the formation, for this part contains the most fractures or solution channels.</p>\n<p>Studies show that the velocity at which a contaminant will move downstream in the basin is related to the discharge of the stream at the time. At a stream discharge of about 400 mgd at Pine Grove, a contaminant in Swatara Creek would require about 40 hours to move from Pine Grove to Middletown. As a result of dispersion and dilution, the maximum concentration of the contaminant at Middletown would be less than 20 percent the concentration at Pine Grove under these conditions.</p>\n<p>An evaluation of the availability of water in the basin indicates that about I,239 mgd enters as precipitation, 630 mgd leaves as streamflow, 580 mgd is evaporated and transpired, and 56 mgd is diverted for use by man. Not all the diversions for man's use are lost to the basin, as about 27 mgd is returned as sewage for reuse. About one-fourth of the waste water is returned to the ground and the remainder to stream drainageways. Of that diverted by man, 11.6 mgd is used for public supply and 44.4 mgd for industrial and private supplies. Diversions of streamflow furnish 86 percent of the public supply and&nbsp;27 percent of the industrial supply, and ground-water sources yield the remainder.</p>\n<p>Municipal and private sewage treatment plants are upgrading the waste water in many places, but no provisions are being made for treatment other than natural dilution and assimilation for the 15 mgd of coal-nine drainage in the northern part of the basin. Technology for economic treatment of mine water is not available at this time, although research in this field is being done.</p>\n<p>Urbanization eastward from Harrisburg and around Lebanon has increased the population density of the basin. Densities of 500 people per square mile and water use exceeding 2.0 mgd per sq mi can be expected in the future. By the year 2000 the population of the basin may increase 60 percent; and if the per capita rate of use increases 0.5 percent per year the domestic requirements for water will be about two times the present use, or 23 mgd. Similarly, if the present 1:4 ratio of domestic use to industrial use of water continues, at least 89 mgd will be needed for industry in the future. Although an increase to twice the present use of water can be foreseen, or 112 mgd, water for the dilution and assimilation of wastes from treatment systems are not included.</p>\n<p>Providing water for dilution of wastes from treatment plants has not been a problem, but in the future the amounts needed for this purpose will be greater as the population increases. As water becomes more valuable, treatment of sewage wastes to reduce the biochemical-oxygen-demand load by at least 80 to 90 percent will be necessary to conserve water for more productive uses. As much as 100 mgd may be needed for waste dilution in the basin by year 2000.</p>\n<p>The present trends in suburban and light industrial development will probably persist in the basin. Problems arising through changes in economic value of water, conflicts in use, and alternatives in development are typical of those confronting the manager of a water-resource system.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1829","usgsCitation":"Stuart, W.T., Schneider, W.J., and Crooks, J., 1967, Swatara Creek basin of southeastern Pennsylvania: An evaluation of its hydrologic system: U.S. Geological Survey Water Supply Paper 1829, Report: vii, 79 p.; 3 Plates: 37.50 x 44.76 inches or smaller, https://doi.org/10.3133/wsp1829.","productDescription":"Report: vii, 79 p.; 3 Plates: 37.50 x 44.76 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":29207,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1829/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":400539,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25034.htm"},{"id":29206,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1829/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 3"},{"id":29205,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1829/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 2"},{"id":29204,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1829/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 1"},{"id":138606,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1829/report-thumb.jpg"}],"scale":"250000","country":"United States","state":"Pennsylvania","otherGeospatial":"Swatara Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.809,\n              40.669\n            ],\n            [\n              -76.809,\n              40.178\n            ],\n            [\n              -76.19,\n              40.178\n            ],\n            [\n              -76.19,\n              40.669\n            ],\n            [\n              -76.809,\n              40.669\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687ed9","contributors":{"authors":[{"text":"Stuart, Wilbur Tennant","contributorId":77513,"corporation":false,"usgs":true,"family":"Stuart","given":"Wilbur","email":"","middleInitial":"Tennant","affiliations":[],"preferred":false,"id":145752,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, William J.","contributorId":47349,"corporation":false,"usgs":true,"family":"Schneider","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":145751,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crooks, James W.","contributorId":46078,"corporation":false,"usgs":true,"family":"Crooks","given":"James W.","affiliations":[],"preferred":false,"id":145750,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1976,"text":"wsp1662D - 1967 - Specific yield: compilation of specific yields for various materials","interactions":[{"subject":{"id":52334,"text":"ofr6359 - 1963 - Compilation of specific yield for various materials","indexId":"ofr6359","publicationYear":"1963","noYear":false,"title":"Compilation of specific yield for various materials"},"predicate":"SUPERSEDED_BY","object":{"id":1976,"text":"wsp1662D - 1967 - Specific yield: compilation of specific yields for various materials","indexId":"wsp1662D","publicationYear":"1967","noYear":false,"chapter":"D","title":"Specific yield: compilation of specific yields for various materials"},"id":1}],"lastModifiedDate":"2014-04-29T08:30:19","indexId":"wsp1662D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1662","chapter":"D","title":"Specific yield: compilation of specific yields for various materials","docAbstract":"Specific yield is defined as the ratio of (1) the volume of water that a saturated rock or soil will yield by gravity to (2) the total volume of the rock or soft. Specific yield is usually expressed as a percentage. The value is not definitive, because the quantity of water that will drain by gravity depends on variables such as duration of drainage, temperature, mineral composition of the water, and various physical characteristics of the rock or soil under consideration. Values of specific yields nevertheless offer a convenient means by which hydrologists can estimate the water-yielding capacities of earth materials and, as such, are very useful in hydrologic studies. \n\nThe present report consists mostly of direct or modified quotations from many selected reports that present and evaluate methods for determining specific yield, limitations of those methods, and results of the determinations made on a wide variety of rock and soil materials. Although no particular values are recommended in this report, a table summarizes values of specific yield, and their averages, determined for 10 rock textures. The following is an abstract of the table.\n\n[Table]","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1662D","usgsCitation":"Johnson, A., 1967, Specific yield: compilation of specific yields for various materials: U.S. Geological Survey Water Supply Paper 1662, v, 74 p. :ill., maps ;23 cm., https://doi.org/10.3133/wsp1662D.","productDescription":"v, 74 p. :ill., maps ;23 cm.","costCenters":[],"links":[{"id":27352,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1662d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137663,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1662d/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc25c","contributors":{"authors":[{"text":"Johnson, A.I.","contributorId":82676,"corporation":false,"usgs":true,"family":"Johnson","given":"A.I.","email":"","affiliations":[],"preferred":false,"id":144465,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2232,"text":"wsp1835 - 1967 - Chemical quality of surface water in the Allegheny River basin, Pennsylvania and New York","interactions":[],"lastModifiedDate":"2017-06-21T11:05:53","indexId":"wsp1835","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1835","title":"Chemical quality of surface water in the Allegheny River basin, Pennsylvania and New York","docAbstract":"The Allegheny River is the principal source of water to many industries and to communities in the upper Ohio River Valley. The river and its many tributaries pass through 19 counties in northwestern and western Pennsylvania. The population in these counties exceeds 3 million. A major user of the Allegheny River is the city of Pittsburgh, which has a population greater than The Allegheny River is as basic to the economy of the upper Ohio River Valley in western Pennsylvania as are the rich deposits of bituminous coal, gas, and oil that underlie the drainage basin. During the past 5 years many streams that flow into the Allegheny have been low flowing because of droughts affecting much of the eastern United States. Consequently, the concentration of solutes in some streams has been unusually high because of wastes from coal mines and oil wells. These and other water-quality problems in the Allegheny River drainage basin are affecting the economic future of some areas in western Pennsylvania. \r\n\r\nBecause of environmental factors such as climate, geology, and land and water uses, surface-water quality varies considerably throughout the river basin. The natural quality of headwater streams, for example, is affected by saltwater wastes from petroleum production. One of the streams most affected is Kinzua Creek, which had 2,900 parts per million chloride in a sample taken at Westline on September 2, 1959. However, after such streams as the Conewango, Brokenstraw, Tionesta, Oil, and French Creeks merge with the Allegheny River, the dissolved-solids and chloride concentrations are reduced by dilution. Central segments of the main river receive water from the Clarion River, Redbank, Mahoning, and Crooked Creeks after they have crossed the coal fields of west-central Pennsylvania. At times, therefore, these streams carry coal-mine wastes that are acidic. The Kiskiminetas River, which crosses these coal fields, discharged sulfuric acid into the Allegheny at a rate of 299 tons a day during the 1962 water year (October 1, 1961, to September 30, 1962). Mine water affects the quality of the Allegheny River most noticeably in its lower part where large withdrawals are made by the Pittsburgh Water Company at Aspinwall and the Wilkinsburg-Penn Joint Water Authority at Nadine. At these places raw river water is chemically .treated in modern treatment plants to control such objectionable characteristics as acidity and excessive concentrations of iron and manganese.\r\n\r\nDissolved-solids content in the river varies along its entire length. In its upper reaches the water of the Allegheny River is a sodium chloride type, and at low flow, the sodium chloride is more than half the dissolved solids. In its lower reaches the water is a calcium sulfate .type, and at low flow the calcium sulfate is more than half the dissolved solids. In middle segments of the river from Franklin to Kittanning, water is more dilute and of a mixed type. Many small and several larger streams in the upper basin--such as the Conewango, Brokenstraw, Kinzua, Tionesta, and French Creeks--support large populations of game-fish. Even in segments of the Clarion River, Mahoning, and Redbank Creeks, which are at times affected by coal-mine wastes, fish are present. Although different species withstand varying amounts of contaminants in water, the continued presence of the fish indicates that the water is relatively pure and suitable for recreation and many other uses.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1835","usgsCitation":"McCarren, E.F., 1967, Chemical quality of surface water in the Allegheny River basin, Pennsylvania and New York: U.S. Geological Survey Water Supply Paper 1835, v, 74 p. :illus., maps (1 fold. col. in pocket) ;24 cm., https://doi.org/10.3133/wsp1835.","productDescription":"v, 74 p. :illus., maps (1 fold. col. in pocket) ;24 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":27989,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1835/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1835/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137747,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1835/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e338a","contributors":{"authors":[{"text":"McCarren, Edward F.","contributorId":106472,"corporation":false,"usgs":true,"family":"McCarren","given":"Edward","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":144862,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3076,"text":"wsp1884 - 1967 - Quality of surface waters of the United States, 1961, Parts 7 and 8, Lower Mississippi River basin and western Gulf of Mexico basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"wsp1884","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1884","title":"Quality of surface waters of the United States, 1961, Parts 7 and 8, Lower Mississippi River basin and western Gulf of Mexico basins","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1884","usgsCitation":"Love, S.K., 1967, Quality of surface waters of the United States, 1961, Parts 7 and 8, Lower Mississippi River basin and western Gulf of Mexico basins: U.S. Geological Survey Water Supply Paper 1884, xi, 590 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1884.","productDescription":"xi, 590 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":139411,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1884/report-thumb.jpg"},{"id":29948,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1884/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651b7e","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":146245,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3093,"text":"wsp1947 - 1967 - Quality of surface waters of the United States, 1963, Parts 1 and 2, North Atlantic slope basins and south Atlantic slope and eastern Gulf of Mexico basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:30","indexId":"wsp1947","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1947","title":"Quality of surface waters of the United States, 1963, Parts 1 and 2, North Atlantic slope basins and south Atlantic slope and eastern Gulf of Mexico basins","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1947","usgsCitation":"Love, S.K., 1967, Quality of surface waters of the United States, 1963, Parts 1 and 2, North Atlantic slope basins and south Atlantic slope and eastern Gulf of Mexico basins: U.S. Geological Survey Water Supply Paper 1947, xi, 472 p. ;23 cm., https://doi.org/10.3133/wsp1947.","productDescription":"xi, 472 p. ;23 cm.","costCenters":[],"links":[{"id":138645,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1947/report-thumb.jpg"},{"id":29975,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1947/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29976,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1947/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651af5","contributors":{"authors":[{"text":"Love, S. K.","contributorId":27419,"corporation":false,"usgs":true,"family":"Love","given":"S.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":146262,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2174,"text":"wsp1834 - 1967 - Geology and ground-water resources of Laramie County, Wyoming","interactions":[{"subject":{"id":52033,"text":"ofr4995 - 1949 - Progress report on the geology and ground-water resources of the Cheyenne area, Wyoming","indexId":"ofr4995","publicationYear":"1949","noYear":false,"title":"Progress report on the geology and ground-water resources of the Cheyenne area, Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":2174,"text":"wsp1834 - 1967 - Geology and ground-water resources of Laramie County, Wyoming","indexId":"wsp1834","publicationYear":"1967","noYear":false,"title":"Geology and ground-water resources of Laramie County, Wyoming"},"id":1}],"lastModifiedDate":"2022-02-01T22:54:13.04712","indexId":"wsp1834","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1834","title":"Geology and ground-water resources of Laramie County, Wyoming","docAbstract":"<p>Laramie County, an area of 2,709 square miles, is in the southeast corner of Wyoming. Rocks exposed there range in age from Precambrian to Recent. The most extensive aquifers in the county are the White River Formation of Oligocene age, which is as much as 500 feet thick and consists predominantly of siltstone ; the Arikaree Formation of Miocene age, which consists of as much as 450 feet of very fine grained to fine-grained sandstone; and the Ogallala Formation of Miocene and Pliocene age, which consists ,of as much as 330 feet of gravel, sand, silt, and some cobbles and boulders. These formations are capable of yielding large ,supplies of water locally. Terrace deposits of Quaternary age yield moderate .to large supplies of water in the southeastern and northeastern parts of the county. In the Federal well field, large yields of water from the White River Formation are obtained from gravel lenses. In the eastern part of the county near Pine Bluffs, large yields are obtained from openings in .the siltstone of the White River. Previous investigators reported that the large yields were obtained in areas where the formation is fractured and fissured. The authors of this report believe that .the large yields from siltstone in the White River Formation are from pipes, sometimes called natural tunnels, rather than from fractures ,or fissures. Little is known about the water-bearing properties of the pro-Tertiary aquifers in the county, but water derived from the pro-Tertiary formations would probably be of poor quality, except in the vicinity of the outcrop near the western edge of the county. Precipitation is the principal source of recharge to the ground-water reservoirs. About 5 percent of the annual precipitation, or about 108,400 acre-feet per year, is estimated to be recharged. Only a small amount of additional recharge is from streams. The general movement of ground water is eastward, and the average gradient of the water table is about 40 feet per mile. The total amount ,of ground water pumped from wells in Laramie County during 1964 is estimated to be 28,000 acre-feet; about 6,000 acre-feet was used for municipal and industrial supplies, about 17,000 acre-feet was used for irrigation in the Pine Bluffs-Carpenter area, and about 5,000 acre-feet was used for other purposes. The balance of the recharge (80,400 acre-feet) is estimated to be discharged by the following means: 20 percent by underflow, 20 percent by streamflow, and 60 percent by evapotranspiration. The coefficient of transmissibility of the Ogallala Formation, determined by averaging data from 28 pumping tests made in the Cheyenne municipal well field, is about 16,000 gallons per day per foot. However, this figure is an average of the more permeable zones, and the average coefficient of transmissibility of the Ogallala in the county is probably much less because of the heterogeneous character of the formation. A coefficient of transmissibility of 3,800 gallons per day per foot was calculated for the Ogallala, in the same vicinity that the pumping tests were made, by using a regional method of analysis. Although the average transmissibility of the Ogallala is considered to be low, large yields are obtained from gravel stringers and lenses in the formation. The maximum perennial yield from the Cheyenne well field is estimated to be about 1.6 billion gallons per year. Moderate to large yields of water can be obtained in the north-central part of the county where the saturated thickness of the Arikaree Formation, or combined Arikaree and Ogallala Formations, is 200 feet or more. Ground water has been developed throughout the county, but development has been intensive only in the Cheyenne municipal well fields near Cheyenne and Federal and in the Pine Bluffs lowland. The water level has been lowered as much as 40 feet in the Cheyenne well field and somewhat less in the Federal well field.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1834","usgsCitation":"Lowry, M.E., Crist, M.A., and Tilstra, J.R., 1967, Geology and ground-water resources of Laramie County, Wyoming: U.S. Geological Survey Water Supply Paper 1834, Report: iv, 71 p.;  2 Plates: 39.50 × 28.18 inches and 38.00 × 28.15 inches, https://doi.org/10.3133/wsp1834.","productDescription":"Report: iv, 71 p.;  2 Plates: 39.50 × 28.18 inches and 38.00 × 28.15 inches","costCenters":[],"links":[{"id":27786,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1834/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27785,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1834/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27787,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1834/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":110025,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25039.htm","linkFileType":{"id":5,"text":"html"},"description":"25039"},{"id":138197,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1834/report-thumb.jpg"}],"country":"United States","state":"Wyoming","county":"Laramie County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-104.6506,41.651],[-104.6491,41.5656],[-104.0521,41.5654],[-104.052,41.3949],[-104.0526,41.0236],[-104.0528,41.0017],[-104.1399,41.0019],[-104.4725,41.0027],[-104.4875,41.0027],[-104.5606,41.0028],[-104.5679,41.0028],[-104.6087,41.0046],[-104.6134,41.0048],[-104.6337,41.0056],[-104.6648,41.0047],[-104.6837,41.0041],[-104.7013,41.0035],[-104.83,40.9996],[-104.8341,40.9996],[-104.9385,40.9995],[-104.9425,40.9995],[-105.1109,40.9993],[-105.2763,40.9998],[-105.2774,41.6567],[-105.1706,41.6535],[-105.0575,41.6537],[-104.9419,41.6537],[-104.6506,41.651]]]},\"properties\":{\"name\":\"Laramie\",\"state\":\"WY\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685b2c","contributors":{"authors":[{"text":"Lowry, Marlin E.","contributorId":52552,"corporation":false,"usgs":true,"family":"Lowry","given":"Marlin","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":144770,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crist, Marvin A.","contributorId":63376,"corporation":false,"usgs":true,"family":"Crist","given":"Marvin","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144771,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tilstra, John R.","contributorId":44897,"corporation":false,"usgs":true,"family":"Tilstra","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":144769,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1949,"text":"wsp1839A - 1967 - Reconnaissance of the chemical quality of surface waters of the Neches River basin, Texas","interactions":[],"lastModifiedDate":"2016-08-19T14:29:59","indexId":"wsp1839A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1839","chapter":"A","title":"Reconnaissance of the chemical quality of surface waters of the Neches River basin, Texas","docAbstract":"<p>The kinds and quantities of minerals dissolved in the surface water of the Neches River basin result from such environmental factors as geology, streamflow patterns and characteristics, and industrial influences. As a result of high rainfall in the basin, much of the readily soluble material has been leached from the surface rocks and soils. Consequently, the water in the streams is usually low in concentrations of dissolved minerals and meets the U.S. Public Health Service drinking-water standards. In most streams the concentration of dissolved solids is less than 250 ppm (parts per million). The Neches River drains an area of about 10,000 square miles in eastern Texas. From its source in southeast Van Zandt County the river flows in a general southeasterly direction and empties into Sabine Lake, an arm of the Gulf of Mexico. In the basin the climate ranges from moist subhumid to humid, and the average annual rainfall ranges from 46 inches is the northwest to more than 52 inches in the southeast. Annual runoff from the basin has averaged 11 inches; however, runoff rates vary widely from year to year. The yearly mean discharge of the Neches River at Evadale has ranged from 994 to 12,720 cubic feet per second. The rocks exposed in the Neches River basin are of the Quaternary and Tertiary Systems and range in age from Eocene to Recent. Throughout most of the basin the geologic formations dip generally south and southeast toward the gulf coast. The rate of dip is greater than that of the land surface; and as a result, the older formations crop out to the north of the younger formations. Water from the outcrop areas of the Wilcox Group and from the older formations of the Claiborne Group generally has dissolved-solids concentrations ranging from 100 to 250 ppm; water from the younger formations has concentrations less than 100 ppm. The northern half of the basin has soft water, with less than 60 ppm hardness. The southern half of .the basin has very soft water, usually with less than 30 ppm hardness. The chloride concentrations are less than 20 ppm in surface water in the southern half of the basin and usually range from 20 to 100 ppm in the northern half of the basin. Concentrations greater than 100 ppm are found only where pollution is occurring. The Neches River basin has an abundance of surface water, but uneven distribution of runoff makes storage projects necessary to provide dependable water supplies. The principal existing reservoirs, with the exception of Striker Creek Reservoir, contain water of excellent quality. Chemical-quality data for the Striker Creek drainage area indicate that its streams are affected by .the disposal of brines associated with oil production. Sam Rayburn Reservoir began impounding water in 1965. The water impounded should prove of acceptable quality for most uses, but municipal and industrial wastes released into the Angelina River near Lufkin may have a degrading effect on the quality of the water, especially during extended periods of low flows. Water available for storage at the many potential reservoir sites will be of good quality; but, if the proposed salt-water barrier is to impound acceptable water, the disposal of oilfield brine into Pine Island Bayou should be discontinued.</p>","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1839A","usgsCitation":"Hughes, L.S., and Leifeste, D.K., 1967, Reconnaissance of the chemical quality of surface waters of the Neches River basin, Texas: U.S. Geological Survey Water Supply Paper 1839, Report: iv, 63 p.; 4 Plates: 46.00 x 26.00 inches or smaller, https://doi.org/10.3133/wsp1839A.","productDescription":"Report: iv, 63 p.; 4 Plates: 46.00 x 26.00 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":27281,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1839a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27280,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1839a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27282,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1839a/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27283,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1839a/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27284,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1839a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138429,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1839a/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db636ce9","contributors":{"authors":[{"text":"Hughes, Leon S.","contributorId":65056,"corporation":false,"usgs":true,"family":"Hughes","given":"Leon","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":144421,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leifeste, Donald K.","contributorId":11595,"corporation":false,"usgs":true,"family":"Leifeste","given":"Donald","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":144420,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1112,"text":"wsp1836 - 1967 - Ground-water conditions and geologic reconnaissance of the Upper Sevier River basin, Utah","interactions":[],"lastModifiedDate":"2017-09-04T17:41:05","indexId":"wsp1836","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1836","title":"Ground-water conditions and geologic reconnaissance of the Upper Sevier River basin, Utah","docAbstract":"<p>The upper Sevier River basin is in south-central Utah and includes an area of about 2,400 .square miles of high plateaus and valleys. It comprises the entire Sevier River drainage basin above Kingston, including the East Fork Sevier River and its tributaries. The basin was investigated to determine general ground-water conditions, the interrelation of ground water and surface water, the effects of increasing the pumping of ground water, and the amount of ground water in storage.</p><p>The basin includes four main valleys - Panguitch Valley, Circle Valley, East Fork Valley, and Grass Valley - which are drained by the Sevier River, the East Fork Sevier River, and Otter Creek. The plateaus surrounding the valleys consist of sedimentary and igneous rocks that range in age from Triassic to Quaternary. The valley fill, which is predominantly alluvial gravel, sand, silt, and clay, has a maximum thickness of more than 800 feet.</p><p>The four main valleys constitute separate ground-water basins. East Fork Valley basin is divided into Emery Valley, Johns Valley, and Antimony subbasins, and Grass Valley basin is divided into Koosharem and Angle subbasins. Ground water occurs under both artesian and water-table conditions in all the basins and subbasins except Johns Valley, Emery Valley, and Angle subbasins, where water is only under water-table conditions. The water is under artesian pressure in beds of gravel and sand confined by overlying beds of silt and clay in the downstream parts of Panguitch Valley basin, Circle Valley basin, and Antimony subbasin, and in most of Koosharem subbasin. Along the sides and upstream ends of these basins, water is usually under water-table conditions.</p><p>About 1 million acre-feet of ground water that is readily available to wells is stored in the gravel and sand of the upper 200 feet of saturated valley fill. About 570,000 acre-feet is stored in Panguitch Valley basin, about 210,000 in Circle Valley basin, about 6,000 in Emery Valley subbasin, about 90,000 in Johns Valley subbasin, about 36,000 in Antimony subbasin, about 90,000 in Koosharem subbasin, and about 60,000 in Angle subbasin. Additional water, although it is not readily available to wells, is stored in beds of silt and clay. Some ground water also is available in the bedrock underlying and surrounding the basins, although the bedrock formations generally are poor aquifers.</p><p>The principal source of recharge to the valley fill in the upper Sevier River basin is infiltration from streams, canals, and irrigated fields. Some ground water also miles into the valley till from the bedrock surrounding the basins.</p><p>The basin contains about 300 wells, most of which are less than 4 inches in diameter, are less than 250 feet deep, and are used for domestic purposes and stock watering. More than half the wells are flowing wells in Koosharem subbasin.</p><p>Approximately 82,000 acre-feet of ground water was discharged in 1962 from the valley till. Springs discharged about 33,000 acre-feet, wells about 3,000, and drains about 3,000; and evapotranspiration from phreatophyte areas about 43,000 acre-feet. Springs in bedrock discharged an additional 75,000 acre-feet. Most of the water discharged by springs, wells, and drains was used for irrigation.</p><p>The ground water in the basin generally is of good chemical quality. The water is excellent for irrigation and stock but is not as desirable for most domestic and industrial uses because of its hardness. The dissolved-solids content of the ground water generally increases slightly from the upstream end of the individual ground-water basins to. the downstream end owing mostly to repeated use of the water for irrigation. <br></p><p>Surface water and ground water in the upper Sevier River basin are inter- connected, and the base flows of streams are affected by changes in ground- water levels. Increased pumping of ground water would result in (1) an increase in the recharge to the aquifers from surface-water sources or (2) a decrease in the discharge from streams, springs, flowing wells, and areas of phreatophytes or (3) a combination of these.</p><p>About 43,000 acre-feet of ground water is now discharged annually by evapotranspiration from phreatophyte areas, and perhaps one-third of this loss, or about 14,000 acre-feet, could be salvaged by eliminating wet areas and phreatophytes. The areas where water could be salvaged are at the downstream ends of Panguitch Valley basin, Circle Valley basin, and Antimony subbasin. Most of the 14,000 acre-feet 'of water could be pumped from large-diameter wells or developed by properly designed drains without greatly affecting stream- flow and with only moderate effect on 'spring discharge. If the wells were properly located, the pumping would lower water levels and dry up wet areas where phreatophytes grow. Conjunctive use of ground water and surface water would facilitate the more efficient use of all water resources in the basin</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1836","collaboration":"Prepared in cooperation with the Utah State Engineer","usgsCitation":"Carpenter, C.H., Robinson, G., and Bjorklund, L.J., 1967, Ground-water conditions and geologic reconnaissance of the Upper Sevier River basin, Utah: U.S. Geological Survey Water Supply Paper 1836, Report: vi, 91 p.; 3 Plates: 35.00 in. x 49.87 in. or smaller, https://doi.org/10.3133/wsp1836.","productDescription":"Report: vi, 91 p.; 3 Plates: 35.00 in. x 49.87 in. or smaller","numberOfPages":"98","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":138011,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1836/report-thumb.jpg"},{"id":25869,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1836/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Reconnaissance geologic map and sections of the Upper Sevier River Basin, Utah"},{"id":25870,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1836/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing hydrologic data and phreatophyte areas in the Upper Sevier River Basin, Utah"},{"id":25871,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1836/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Graphs of water levels in selected wells and selected analyses of ground and surface water in the Upper Sevier River Basin, Utah"},{"id":25872,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1836/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Upper Sevier River Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d2be","contributors":{"authors":[{"text":"Carpenter, Carl H.","contributorId":46074,"corporation":false,"usgs":true,"family":"Carpenter","given":"Carl","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":143197,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, Gerald B.","contributorId":46497,"corporation":false,"usgs":true,"family":"Robinson","given":"Gerald B.","affiliations":[],"preferred":false,"id":143198,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bjorklund, Louis Jay","contributorId":21138,"corporation":false,"usgs":true,"family":"Bjorklund","given":"Louis","email":"","middleInitial":"Jay","affiliations":[],"preferred":false,"id":143196,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1344,"text":"wsp1535M - 1967 - Annual variations in chemical composition of atmospheric precipitation, eastern North Carolina and southeastern Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp1535M","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1535","chapter":"M","title":"Annual variations in chemical composition of atmospheric precipitation, eastern North Carolina and southeastern Virginia","docAbstract":"A 2-year study of precipitation composition over eastern North Carolina and southeastern Virginia has been completed. Chemical analyses were made of the major ions in monthly rainfall samples from each of 12 sampling locations. Areal and seasonal distributions were determined for chloride, calcium, magnesium, sodium, potassium, sulfate, and nitrate. \r\n\r\nAnnual changes in loads and in geographical distribution of sulfate and of nitrate are small. Yearly rainfall sulfate loads amount to approximately 7 tons per square mile, whereas deposition of nitrate is about 2 tons per square mile per year in the interior of the network and less near the coast. Areal patterns of chloride content are consistent with the assumption that the ocean is the only major source of rainfall chloride in the area. Chloride loads were 2.1 and 1.8 tons per square mile per year; the difference can be attributed to meteorological conditions. \r\n\r\nCation concentrations in network precipitation appear to depend on localized sources, probably soil dust. Annual loads of the major cations are approximately 2 tons per square mile of calcium, 1.8 tons per square mile of sodium, 0.5 ton per square mile of magnesium, and 0.3 ton per square mile of potassium; considerable year-to-year differences were noted in these values. \r\n\r\nBicarbonate and hydrogen ion in network rainfall are closely related to the relative concentrations of sulfate and calcium. Apparently, reaction of an acidic sulfur-containing aerosol with an alkaline calcium source is one of the principal controls on precipitation alkalinity and pH. \r\n\r\nIons in precipitation contribute substantially to the quality of surface water in the network area. Comparisons between precipitation input and stream export of ions for four North Carolina rivers show that rainfall sulfate is equal to sulfate discharged, whereas nitrate in rain slightly exceeds stream nitrate. Contributions of cations to the streams by way of precipitation range from about 20 percent for potassium to almost 50 percent for calcium. \r\n\r\nChloride deposited by precipitation amounts to about one-fourth of the stream load. Additions of manufactured salt may account for much of the remainder of the surface-water load.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1535M","usgsCitation":"Fisher, D.W., 1967, Annual variations in chemical composition of atmospheric precipitation, eastern North Carolina and southeastern Virginia: U.S. Geological Survey Water Supply Paper 1535, iv, 21 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1535M.","productDescription":"iv, 21 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":137452,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1535m/report-thumb.jpg"},{"id":26415,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1535m/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b7b9","contributors":{"authors":[{"text":"Fisher, Donald W.","contributorId":106468,"corporation":false,"usgs":true,"family":"Fisher","given":"Donald","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":143597,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":985,"text":"wsp1849 - 1967 - Roughness characteristics of natural channels","interactions":[],"lastModifiedDate":"2017-06-21T09:54:47","indexId":"wsp1849","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1849","title":"Roughness characteristics of natural channels","docAbstract":"Color photographs and descriptive data are presented for 50 stream channels for which roughness coefficients have been determined. \r\n\r\nAll hydraulic computations involving flow in open channels require an evaluation of the roughness characteristics of the channel. In the absence of a satisfactory quantitative procedure this evaluation remains chiefly an art. The ability to evaluate roughness coefficients must be developed through experience. One means of gaining this experience is by examining and becoming acquainted with the appearance of some typical channels whose roughness coefficients are known. \r\n\r\nThe photographs and data contained in this report represent a wide range of channel conditions. Familiarity with the appearance, geometry, and roughness characteristics of these channels will improve the engineer's ability to select roughness coefficients for other channels .","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1849","usgsCitation":"Barnes, H.H., 1967, Roughness characteristics of natural channels: U.S. Geological Survey Water Supply Paper 1849, vi, 213 p. :illus. (part col.) ;24 cm., https://doi.org/10.3133/wsp1849.","productDescription":"vi, 213 p. :illus. (part col.) ;24 cm.","costCenters":[],"links":[{"id":136116,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":342703,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/wsp_1849/pdf/wsp_1849.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":8,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wsp1849/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fe1e9","contributors":{"authors":[{"text":"Barnes, Harry Hawthorne","contributorId":64630,"corporation":false,"usgs":true,"family":"Barnes","given":"Harry","email":"","middleInitial":"Hawthorne","affiliations":[],"preferred":false,"id":142968,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68313,"text":"ha262 - 1967 - Floods at Barceloneta and Manatí, Puerto Rico","interactions":[],"lastModifiedDate":"2021-11-16T20:42:59.008821","indexId":"ha262","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"262","title":"Floods at Barceloneta and Manatí, Puerto Rico","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha262","usgsCitation":"Hickenlooper, I.J., 1967, Floods at Barceloneta and Manatí, Puerto Rico: U.S. Geological Survey Hydrologic Atlas 262, 1 Plate: 29.47 × 35.07 inches, https://doi.org/10.3133/ha262.","productDescription":"1 Plate: 29.47 × 35.07 inches","costCenters":[],"links":[{"id":391763,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15629.htm"},{"id":185694,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/262/report-thumb.jpg"},{"id":101455,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/262/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":101454,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"20000","country":"United States","state":"Puerto Rico","city":"Barceloneta, Manati","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -66.558,18.375 ], [ -66.558,18.5 ], [ -66.483,18.5 ], [ -66.483,18.375 ], [ -66.558,18.375 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7351","contributors":{"authors":[{"text":"Hickenlooper, Irby J.","contributorId":103366,"corporation":false,"usgs":true,"family":"Hickenlooper","given":"Irby","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":278013,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1048,"text":"wsp1840B - 1967 - Floods of June 1964 in northwestern Montana","interactions":[],"lastModifiedDate":"2025-01-22T15:21:29.652526","indexId":"wsp1840B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"1840","chapter":"B","title":"Floods of June 1964 in northwestern Montana","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1840B","usgsCitation":"Boner, F.C., and Stermitz, F., 1967, Floods of June 1964 in northwestern Montana: U.S. Geological Survey Water Supply Paper 1840, Report: viii, 242 p.; 1 Plate: 13.42 x 29.65 inches, https://doi.org/10.3133/wsp1840B.","productDescription":"Report: viii, 242 p.; 1 Plate: 13.42 x 29.65 inches","costCenters":[],"links":[{"id":137922,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1840b/report-thumb.jpg"},{"id":25712,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1840b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":246959,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1840b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","city":"Columbia Falls","otherGeospatial":"Flathead Lake, Flathead River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -114.3808468652715,\n              48.47789383363332\n            ],\n            [\n              -114.3808468652715,\n              48.0389801407475\n            ],\n            [\n              -113.99627787862606,\n              48.0389801407475\n            ],\n            [\n              -113.99627787862606,\n              48.47789383363332\n            ],\n            [\n              -114.3808468652715,\n              48.47789383363332\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5dfa6b","contributors":{"authors":[{"text":"Boner, F. C.","contributorId":32136,"corporation":false,"usgs":true,"family":"Boner","given":"F.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":143090,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stermitz, Frank","contributorId":15175,"corporation":false,"usgs":true,"family":"Stermitz","given":"Frank","email":"","affiliations":[],"preferred":false,"id":143089,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68350,"text":"ha176 - 1967 - Availability of ground water in parts of the Olmsted and Bandana quadrangles, in Jackson Purchase region, Kentucky","interactions":[],"lastModifiedDate":"2021-10-26T19:49:29.531192","indexId":"ha176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"176","title":"Availability of ground water in parts of the Olmsted and Bandana quadrangles, in Jackson Purchase region, Kentucky","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha176","usgsCitation":"Hansen, A., 1967, Availability of ground water in parts of the Olmsted and Bandana quadrangles, in Jackson Purchase region, Kentucky: U.S. Geological Survey Hydrologic Atlas 176, 1 Plate: 39.50 × 55.00 inches, https://doi.org/10.3133/ha176.","productDescription":"1 Plate: 39.50 × 55.00 inches","costCenters":[],"links":[{"id":188897,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":390983,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15538.htm"},{"id":89826,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/176/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"Kentucky","otherGeospatial":"Olmsted and Bandana quadrangles","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -89.1,37.125 ], [ -89.1,37.217 ], [ -88.875,37.217 ], [ -88.875,37.125 ], [ -89.1,37.125 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d8c2","contributors":{"authors":[{"text":"Hansen, Arnold J.","contributorId":33316,"corporation":false,"usgs":true,"family":"Hansen","given":"Arnold J.","affiliations":[],"preferred":false,"id":278073,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}