The computed sediment discharge of Santa Ana River at Santa Ana for the water years 1968-71 was 11,700,000 tons (10,600,000 tonnes) of suspended sediment and 5,000,000 tons (4,500,000 tonnes) of coarse sediment. The computed discharge of Santa Maria River at Guadalupe for the water years 1969-71 was 9,500,000 tons (8,600,000 tonnes) of suspended sediment and 6,000,000 tons (5,400,000 tonnes) of coarse sediment. Estimated mean annual coarse-sediment discharge for the 31 water years, 1941-71, is 230,000 tons (209,000 tonnes) in the Santa Ana River and 300,000 tons (272,000 tonnes) in the Santa Maria River. Streamflow in the Santa Maria River was adjusted to represent 1971 conditions. The 31-year mean annual volumes of coarse-sediment discharges are 190,000 cubic yards (140,000 cubic metres) in the Santa Ana River and 250,000 cubic yards (190,000 cubic metres) in the Santa Maria River.
Only during floodflow is any significant quantity of sediment transported. In the Santa Maria River an estimated 99 percent of all coarse sediment was transported in 1 percent (113 days) of the 31-year period.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7440","usgsCitation":"Kroll, C.G., 1975, Estimate of sediment discharges, Santa Ana River at Santa Ana and Santa Maria River at Guadalupe, California: U.S. Geological Survey Water-Resources Investigations Report 74-40, iv,18 p., https://doi.org/10.3133/wri7440.","productDescription":"iv,18 p.","costCenters":[],"links":[{"id":359415,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158628,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0040/report-thumb.jpg"}],"country":"United States","state":"California","city":"Guadalupe","otherGeospatial":"Santa Ana and Santa Maria River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120.750732421875,\n 32.519026027827515\n ],\n [\n -114.114990234375,\n 32.519026027827515\n ],\n [\n -114.114990234375,\n 34.813803317113155\n ],\n [\n -120.750732421875,\n 34.813803317113155\n ],\n [\n -120.750732421875,\n 32.519026027827515\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd84","contributors":{"authors":[{"text":"Kroll, Carl G.","contributorId":72389,"corporation":false,"usgs":true,"family":"Kroll","given":"Carl","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":199295,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27785,"text":"wri7521 - 1975 - Hydrology of Malheur Lake, Harney County, southeastern Oregon","interactions":[],"lastModifiedDate":"2017-02-07T07:53:52","indexId":"wri7521","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-21","title":"Hydrology of Malheur Lake, Harney County, southeastern Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7521","usgsCitation":"Hubbard, L.L., 1975, Hydrology of Malheur Lake, Harney County, southeastern Oregon: U.S. Geological Survey Water-Resources Investigations Report 75-21, vi, 40 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7521.","productDescription":"vi, 40 p. :ill., maps ;26 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":263476,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0021/report-thumb.jpg"},{"id":263501,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0021/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db60483f","contributors":{"authors":[{"text":"Hubbard, Larry L.","contributorId":91492,"corporation":false,"usgs":true,"family":"Hubbard","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198684,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27667,"text":"wri7416 - 1975 - Geohydrology of Baca and southern Prowers counties, southeastern Colorado","interactions":[],"lastModifiedDate":"2015-06-24T11:20:35","indexId":"wri7416","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-16","title":"Geohydrology of Baca and southern Prowers counties, southeastern Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7416","usgsCitation":"Hershey, L., and Hampton, E.R., 1975, Geohydrology of Baca and southern Prowers counties, southeastern Colorado: U.S. Geological Survey Water-Resources Investigations Report 74-16, 3 maps :col. ;on sheet 64 x 99 cm., https://doi.org/10.3133/wri7416.","productDescription":"3 maps :col. ;on sheet 64 x 99 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":159043,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0016/report-thumb.jpg"},{"id":281750,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0016/plate-1.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8b10","contributors":{"authors":[{"text":"Hershey, L.A.","contributorId":22000,"corporation":false,"usgs":true,"family":"Hershey","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":198502,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hampton, E. R.","contributorId":57038,"corporation":false,"usgs":true,"family":"Hampton","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198503,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27621,"text":"wri759 - 1975 - Hydrology of the Albemarle-Pamlico region, North Carolina : A preliminary report on the impact of agricultural developments","interactions":[],"lastModifiedDate":"2017-01-20T11:33:32","indexId":"wri759","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-9","title":"Hydrology of the Albemarle-Pamlico region, North Carolina : A preliminary report on the impact of agricultural developments","docAbstract":"Extensive agricultural land clearing and drainage operations underway in a 650 square mile part of the Albemarle-Pamlico region--a 1,634 square mile peninsula in North Carolina lying between Albemarle Sound on the North and the Pamlico River on the south--are changing the hydrology of the area.
\nThe artificial drainage system being constructed in the region, although it will probably result in only a slight modification of the natural annual evapotranspiration, overland runoff, and ground-water discharge, will likely result in several important problems.
\nFirst, changes in the water quality of the sounds and estuaries resulting from the rapid runoff of storm waters may prove harmful to the fishery resources. Second, lowering of the water table may cause relatively rapid subsidence of the land surface in an irregular pattern in the extensive areas underlain by thick peat deposits as a result of biochemical oxidation, peat fires, and wind.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Raleigh, NC","doi":"10.3133/wri759","collaboration":"Prepared in cooperation with the North Carolina Department of Natural and Economic Resources","usgsCitation":"Heath, R., 1975, Hydrology of the Albemarle-Pamlico region, North Carolina : A preliminary report on the impact of agricultural developments: U.S. Geological Survey Water-Resources Investigations Report 75-9, vi, 98 p., https://doi.org/10.3133/wri759.","productDescription":"vi, 98 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158998,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri759.jpg"},{"id":323463,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":" Albemarle-Pamlico region","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.23388671874999,\n 34.57895241036945\n ],\n [\n -77.23388671874999,\n 36.54053616262899\n ],\n [\n -75.322265625,\n 36.54053616262899\n ],\n [\n -75.322265625,\n 34.57895241036945\n ],\n [\n -77.23388671874999,\n 34.57895241036945\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601f02","contributors":{"authors":[{"text":"Heath, Ralph C.","contributorId":53359,"corporation":false,"usgs":true,"family":"Heath","given":"Ralph C.","affiliations":[],"preferred":false,"id":198424,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27201,"text":"wri7520 - 1975 - Bibliography of United States Geological Survey reports on the geology and water resources of Texas, 1887-1974","interactions":[],"lastModifiedDate":"2018-11-16T10:04:36","indexId":"wri7520","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-20","title":"Bibliography of United States Geological Survey reports on the geology and water resources of Texas, 1887-1974","docAbstract":"Water-resources investigations in Texas consist of the collection of basic records through the hydrologic-data network, interpretive studies, and research projects. An office was established in Austin, Texas, in 1915 for surface-water studies, for ground-water studies in 1929, and water-quality studies in 1937. Previous investigations of the water resources of Texas were carried out by personnel of the U.S. Geological Survey from the Washington headquarters. The basic-data records and the results of investigations are published by the Geological Survey or by cooperating agencies.
Geologic investigations were made by personnel from Washington and Denver as early as 1887. The Geophysics Branch of the Geologic Division maintained an office in Austin from 1954 to 1974. Results of these investigations were published by the Geological Survey.
This bibliography lists alphabetically by author all reports prepared as a result of Geological Survey investigations in Texas, many of which were carried out in cooperation with the Texas Water Development Board and its predecessor agencies, river authorities, other State and local agencies, and other Federal agencies.
","language":"English","publisher":"U. S. Geological Survey","doi":"10.3133/wri7520","usgsCitation":"1975, Bibliography of United States Geological Survey reports on the geology and water resources of Texas, 1887-1974: U.S. Geological Survey Water-Resources Investigations Report 75-20, iii, 174 p., https://doi.org/10.3133/wri7520.","productDescription":"iii, 174 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":359499,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158588,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0020/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62975f","contributors":{"compilers":[{"text":"Friebele, Charlotte D.","contributorId":57899,"corporation":false,"usgs":true,"family":"Friebele","given":"Charlotte","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":737924,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":27445,"text":"wri742 - 1975 - Simulated drawdown for selected well fields in the Ohio River alluvial aquifer","interactions":[],"lastModifiedDate":"2025-01-10T20:13:35.715275","indexId":"wri742","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-2","title":"Simulated drawdown for selected well fields in the Ohio River alluvial aquifer","docAbstract":"Drawdown due to pumping was simulated for three sites in the alluvial aquifer adjacent to the Ohio River by digital modeling techniques. Two well-field arrangements were used at each site. The initial well-field arrangement at each site consisted of three wells located in a line parallel to the Ohio River. The simulated wells were 350 feet (107m) apart and 500 feet (152m) from the river. Pumping was simulated at a rate of 1,500 gal min-1 (5,678 1 min-1) for 256 days. The second well-field arrangement allowed comparison of drawdown between the initial well-field arrangement and (a) wells located 350 feet (107m) nearer the river, (b) additional wells, located between the initial well field and the bedrock valley wall and (c) wells located on a line perpendicular to the river rather than parallel to the river. A verification procedure for the digital model based on observed aquifer response to a flood on the Ohio River is included as an appendix.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri742","usgsCitation":"Grubb, H.F., 1975, Simulated drawdown for selected well fields in the Ohio River alluvial aquifer: U.S. Geological Survey Water-Resources Investigations Report 74-2, v, 38 p., https://doi.org/10.3133/wri742.","productDescription":"v, 38 p.","costCenters":[],"links":[{"id":158008,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0002/report-thumb.jpg"},{"id":361888,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466045,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_34431.htm","text":"Givens site","linkFileType":{"id":5,"text":"html"}},{"id":466046,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_34432.htm","text":"Hagman site","linkFileType":{"id":5,"text":"html"}},{"id":466047,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_34433.htm","text":"Singleton site","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Kentucky","county":"Daviess County, Hancock County","otherGeospatial":"Ohio River Alluvial Aquifer","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-87.2684,37.8754],[-87.2649,37.8732],[-87.2561,37.8671],[-87.2472,37.8611],[-87.2414,37.8575],[-87.2342,37.8536],[-87.232,37.8526],[-87.225,37.8494],[-87.2233,37.8487],[-87.2028,37.8433],[-87.1819,37.8416],[-87.1772,37.8411],[-87.1749,37.8406],[-87.1673,37.8387],[-87.151,37.8247],[-87.1457,37.8157],[-87.1443,37.8127],[-87.1425,37.8073],[-87.1407,37.8018],[-87.139,37.7964],[-87.1336,37.788],[-87.133,37.7874],[-87.1288,37.7854],[-87.1283,37.7851],[-87.1241,37.7835],[-87.107,37.7833],[-87.1062,37.7834],[-87.0974,37.7853],[-87.0894,37.789],[-87.0835,37.7917],[-87.071,37.8014],[-87.0658,37.8083],[-87.057,37.8252],[-87.0552,37.8288],[-87.0462,37.8597],[-87.0438,37.8679],[-87.0428,37.8743],[-87.0443,37.8814],[-87.046,37.8901],[-87.0443,37.8947],[-87.0423,37.8978],[-87.0407,37.8998],[-87.0343,37.9048],[-87.0263,37.9109],[-87.0169,37.9162],[-87.0064,37.9203],[-86.9959,37.9249],[-86.986,37.929],[-86.9791,37.9304],[-86.9672,37.9329],[-86.9627,37.9336],[-86.9562,37.9341],[-86.9446,37.9346],[-86.9361,37.935],[-86.9132,37.9407],[-86.9126,37.9409],[-86.9013,37.9485],[-86.8913,37.9584],[-86.8818,37.9678],[-86.8599,37.9849],[-86.8496,37.9888],[-86.8445,37.9902],[-86.8369,37.993],[-86.8311,37.9957],[-86.8253,37.9975],[-86.8206,37.9984],[-86.8075,37.994],[-86.7963,37.9874],[-86.7836,37.961],[-86.7781,37.9496],[-86.7743,37.9424],[-86.7686,37.9328],[-86.7577,37.9152],[-86.7461,37.9043],[-86.7448,37.9032],[-86.7311,37.8927],[-86.7292,37.8924],[-86.7257,37.8921],[-86.7199,37.8932],[-86.7158,37.894],[-86.6896,37.909],[-86.6843,37.9117],[-86.6816,37.9125],[-86.6784,37.9133],[-86.6673,37.9134],[-86.6547,37.9086],[-86.6533,37.9073],[-86.652,37.9058],[-86.6513,37.8981],[-86.6574,37.8821],[-86.6663,37.8586],[-86.6673,37.8555],[-86.6661,37.8497],[-86.6626,37.8451],[-86.6617,37.8445],[-86.6564,37.8415],[-86.6591,37.8382],[-86.666,37.8359],[-86.6782,37.7927],[-86.6606,37.7503],[-86.6225,37.655],[-86.6389,37.6616],[-86.8234,37.7377],[-86.8665,37.7087],[-86.8176,37.6734],[-86.8239,37.6711],[-86.8419,37.665],[-86.8654,37.6498],[-86.8776,37.6469],[-86.8926,37.6427],[-86.9167,37.6279],[-86.9202,37.6251],[-86.9266,37.6255],[-86.9388,37.6285],[-86.9464,37.6316],[-86.9528,37.6279],[-86.999,37.5874],[-87.0002,37.5865],[-87.0064,37.5801],[-87.0386,37.5611],[-87.0567,37.5704],[-87.0649,37.5726],[-87.0678,37.5721],[-87.0683,37.5689],[-87.073,37.5679],[-87.095,37.5667],[-87.109,37.5711],[-87.1388,37.5757],[-87.1493,37.5805],[-87.1564,37.5858],[-87.2501,37.6181],[-87.4081,37.6833],[-87.3963,37.7007],[-87.3937,37.7111],[-87.3946,37.7229],[-87.3838,37.7322],[-87.3705,37.7378],[-87.3507,37.7386],[-87.3379,37.7388],[-87.3269,37.7403],[-87.3074,37.7496],[-87.2902,37.7608],[-87.2857,37.769],[-87.2714,37.7814],[-87.2715,37.7828],[-87.2744,37.7846],[-87.2966,37.7847],[-87.299,37.7878],[-87.2991,37.7946],[-87.3067,37.7954],[-87.3091,37.7981],[-87.3081,37.8045],[-87.303,37.8104],[-87.3036,37.8123],[-87.3084,37.8149],[-87.323,37.8192],[-87.3027,37.8967],[-87.3002,37.8956],[-87.2884,37.8889],[-87.2767,37.8813],[-87.2684,37.8754]]]},\"properties\":{\"name\":\"Daviess\",\"state\":\"KY\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f37e1","contributors":{"authors":[{"text":"Grubb, Hayes F.","contributorId":91079,"corporation":false,"usgs":true,"family":"Grubb","given":"Hayes","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198130,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27220,"text":"wri7631 - 1975 - Land-surface subsidence at Seabrook, Texas","interactions":[],"lastModifiedDate":"2017-06-14T14:43:59","indexId":"wri7631","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-31","title":"Land-surface subsidence at Seabrook, Texas","docAbstract":"Removal of water, oil, and gas from the subsurface in Harris and Galveston Counties, Texas, has caused a decline in fluid pressures, which is turn had resulted in subsidence of the land surface. Subsidence of the land surface at Seabrook is due principally to the removal of water. Significnt subsidence of the land surface probably began after 1920, and a minimum of about 3.3 feet and a maximum of about 4.3 feet of subsidence had occurred at Seabrook by 1973.
\nProbable future subsidence was calculated by two different methods for each of two different loading situations. In the first loading situation, the artesian heads in the Alta Loma Sand (Rose, 1943) and Evangeline aquifer would continue to decline at the respective rates of 8 feet per year and 7 feet per year until 1980 and then cease. In the second loading situation, the artesian heads in the Alta Loma Sand and Evangeline aquifer would continue to decline at rates of 8 and 7 feet per year ulntil 1990 and then cease.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri7631","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Gabrysch, R., and Bonnet, C., 1975, Land-surface subsidence at Seabrook, Texas: U.S. Geological Survey Water-Resources Investigations Report 76-31, vi, 53 p., https://doi.org/10.3133/wri7631.","productDescription":"vi, 53 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true},{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":258621,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0031/report-thumb.jpg"},{"id":258620,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0031/report.pdf","text":"Report","size":"4.40 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"Seabrook","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.04444122314453,\n 29.53791790738083\n ],\n [\n -95.04444122314453,\n 29.589132141849095\n ],\n [\n -94.99465942382811,\n 29.589132141849095\n ],\n [\n -94.99465942382811,\n 29.53791790738083\n ],\n [\n -95.04444122314453,\n 29.53791790738083\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf53","contributors":{"authors":[{"text":"Gabrysch, R.K.","contributorId":105691,"corporation":false,"usgs":true,"family":"Gabrysch","given":"R.K.","affiliations":[],"preferred":false,"id":197755,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bonnet, C.W.","contributorId":44535,"corporation":false,"usgs":true,"family":"Bonnet","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":197754,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26695,"text":"wri753 - 1975 - Hydrologic analysis of the valley-fill aquifer, North Platte River Valley, Goshen County, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:18:26","indexId":"wri753","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-3","title":"Hydrologic analysis of the valley-fill aquifer, North Platte River Valley, Goshen County, Wyoming","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri753","usgsCitation":"Crist, M.A., 1975, Hydrologic analysis of the valley-fill aquifer, North Platte River Valley, Goshen County, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 75-3, v, 129 p. :ill., maps(part fold. in pocket) ;27 cm., https://doi.org/10.3133/wri753.","productDescription":"v, 129 p. :ill., maps(part fold. in pocket) ;27 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":119064,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0003/report-thumb.jpg"},{"id":55558,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0003/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55559,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0003/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55560,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0003/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55561,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db61190a","contributors":{"authors":[{"text":"Crist, Marvin A.","contributorId":63376,"corporation":false,"usgs":true,"family":"Crist","given":"Marvin","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196844,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27080,"text":"wri7518 - 1975 - Digital model simulation of the glacial-outwash aquifer at Dayton, Ohio","interactions":[],"lastModifiedDate":"2016-11-07T10:30:52","indexId":"wri7518","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-18","title":"Digital model simulation of the glacial-outwash aquifer at Dayton, Ohio","docAbstract":"Dayton, Ohio and its environs obtain most of their water from wells which penetrate highly productive glacial-outwash deposits underlying the Great Miami River and its tributaries and receive recharge by induced streambed leakage. Combined municipal and industrial use of ground water in the 90-square-mile area has increased from about 180 cubic feet per second in 1960 to nearly 250 cubic feet per second in 1972. The increased pumpage has resulted in continuing water-level declines in some parts of the area.
A digital model which uses a finite-difference approximation technique to solve partial differential equations of flow through a porous medium was used to evaluate the effects of pumping stresses on water levels. The simulated head values presented in map form generally are in good agreement with potentiometric-surface maps prepared from field measurements.
","language":"English","publisher":"U. S. Geological Survey","publisherLocation":"Columbus, OH","doi":"10.3133/wri7518","collaboration":"Prepared in cooperation with The Miami Conservancy District","usgsCitation":"Fidler, R.E., 1975, Digital model simulation of the glacial-outwash aquifer at Dayton, Ohio: U.S. Geological Survey Water-Resources Investigations Report 75-18, iv, 25 p., https://doi.org/10.3133/wri7518.","productDescription":"iv, 25 p.","numberOfPages":"32","costCenters":[{"id":513,"text":"Ohio Water Science Center","active":true,"usgs":true}],"links":[{"id":158600,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":330806,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","city":"Dayton","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84.29809570312499,\n 39.64218135034433\n ],\n [\n -84.29809570312499,\n 39.83595916247957\n ],\n [\n -84.09690856933594,\n 39.83595916247957\n ],\n [\n -84.09690856933594,\n 39.64218135034433\n ],\n [\n -84.29809570312499,\n 39.64218135034433\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65ab22","contributors":{"authors":[{"text":"Fidler, Richard E.","contributorId":86313,"corporation":false,"usgs":true,"family":"Fidler","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197522,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27081,"text":"wri7434 - 1975 - Estimating streamflow characteristics for streams in Utah using selected channel-geometry parameters","interactions":[],"lastModifiedDate":"2019-07-16T08:41:50","indexId":"wri7434","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-34","title":"Estimating streamflow characteristics for streams in Utah using selected channel-geometry parameters","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7434","usgsCitation":"Fields, F.K., 1975, Estimating streamflow characteristics for streams in Utah using selected channel-geometry parameters: U.S. Geological Survey Water-Resources Investigations Report 74-34, iv, 19 p., https://doi.org/10.3133/wri7434.","productDescription":"iv, 19 p.","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":365556,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0034/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158601,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0034/report-thumb.jpg"}],"country":"United States","state":"Utah","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-111.046551,41.251716],[-111.046723,40.997959],[-110.750727,40.996847],[-110.715026,40.996347],[-110.539819,40.996346],[-110.500718,40.994746],[-110.375714,40.994947],[-110.250709,40.996089],[-110.237848,40.995427],[-110.125709,40.99655],[-110.121639,40.997101],[-110.048476,40.997555],[-110.006495,40.997815],[-110.000708,40.997352],[-109.999838,40.99733],[-109.97553,40.997912],[-109.855299,40.997614],[-109.854302,40.997661],[-109.715409,40.998191],[-109.713877,40.998266],[-109.676421,40.998395],[-109.534926,40.998143],[-109.500694,40.999127],[-109.250735,41.001009],[-109.231985,41.002059],[-109.173682,41.000859],[-109.050076,41.000659],[-109.048455,40.826081],[-109.049088,40.714562],[-109.048373,40.662602],[-109.048249,40.653601],[-109.048044,40.619231],[-109.050074,40.540358],[-109.049955,40.539901],[-109.050698,40.499963],[-109.050314,40.495092],[-109.050946,40.444368],[-109.050969,40.222662],[-109.050973,40.180849],[-109.050944,40.180712],[-109.050813,40.059579],[-109.050873,40.058915],[-109.050615,39.87497],[-109.05104,39.660472],[-109.051363,39.497674],[-109.050765,39.366677],[-109.051512,39.126095],[-109.052436,38.999985],[-109.053292,38.942878],[-109.053233,38.942467],[-109.053797,38.905284],[-109.053943,38.904414],[-109.054189,38.874984],[-109.057388,38.795456],[-109.059541,38.719888],[-109.060253,38.599328],[-109.059962,38.499987],[-109.060062,38.275489],[-109.054648,38.244921],[-109.041762,38.16469],[-109.041837,38.153022],[-109.04282,37.999301],[-109.042819,37.997068],[-109.043121,37.97426],[-109.041058,37.907236],[-109.041653,37.88117],[-109.041844,37.872788],[-109.041723,37.842051],[-109.041754,37.835826],[-109.041461,37.800105],[-109.042098,37.74999],[-109.041636,37.74021],[-109.04176,37.713182],[-109.041732,37.711214],[-109.042269,37.666067],[-109.042089,37.623795],[-109.042131,37.617662],[-109.041806,37.604171],[-109.041865,37.530726],[-109.041915,37.530653],[-109.043137,37.499992],[-109.043464,37.484711],[-109.04581,37.374993],[-109.046039,37.249993],[-109.045584,37.249351],[-109.045487,37.210844],[-109.045978,37.201831],[-109.045995,37.177279],[-109.045156,37.112064],[-109.045203,37.111958],[-109.045173,37.109464],[-109.045189,37.096271],[-109.044995,37.086429],[-109.045058,37.074661],[-109.045166,37.072742],[-109.045223,36.999084],[-109.181196,36.999271],[-109.233848,36.999266],[-109.246917,36.999346],[-109.26339,36.999263],[-109.268213,36.999242],[-109.270097,36.999266],[-109.378039,36.999135],[-109.381226,36.999148],[-109.495338,36.999105],[-109.625668,36.998308],[-109.875673,36.998504],[-110.000677,36.997968],[-110.000876,36.998502],[-110.021778,36.998602],[-110.47019,36.997997],[-110.490908,37.003566],[-110.50069,37.00426],[-110.599512,37.003448],[-110.625605,37.003416],[-110.62569,37.003721],[-110.75069,37.003197],[-111.066496,37.002389],[-111.133718,37.000779],[-111.254853,37.001077],[-111.278286,37.000465],[-111.405517,37.001497],[-111.405869,37.001481],[-111.412784,37.001478],[-112.35769,37.001025],[-112.368946,37.001125],[-112.534545,37.000684],[-112.538593,37.000674],[-112.540368,37.000669],[-112.545094,37.000734],[-112.558974,37.000692],[-112.609787,37.000753],[-112.899366,37.000319],[-112.966471,37.000219],[-113.965907,36.999976],[-113.965907,37.000025],[-114.0506,37.000396],[-114.051749,37.088434],[-114.051822,37.090976],[-114.052827,37.103961],[-114.051867,37.134292],[-114.052179,37.14711],[-114.051673,37.172368],[-114.051405,37.233854],[-114.051974,37.283848],[-114.051974,37.284511],[-114.0518,37.293044],[-114.0518,37.293548],[-114.051927,37.370459],[-114.051927,37.370734],[-114.051765,37.418083],[-114.052448,37.43144],[-114.052701,37.492014],[-114.052685,37.502513],[-114.052718,37.517264],[-114.052689,37.517859],[-114.052962,37.592783],[-114.052472,37.604776],[-114.051728,37.745997],[-114.051785,37.746249],[-114.05167,37.746958],[-114.051109,37.756276],[-114.049919,37.765586],[-114.048473,37.809861],[-114.049677,37.823645],[-114.049928,37.852508],[-114.049658,37.881368],[-114.050423,37.999961],[-114.049903,38.148601],[-114.050138,38.24996],[-114.049417,38.2647],[-114.05012,38.404536],[-114.050091,38.404673],[-114.050485,38.499955],[-114.049834,38.543784],[-114.049862,38.547764],[-114.050154,38.57292],[-114.049883,38.677365],[-114.049749,38.72921],[-114.049168,38.749951],[-114.049465,38.874949],[-114.048521,38.876197],[-114.048054,38.878693],[-114.049104,39.005509],[-114.047079,39.499943],[-114.047728,39.542742],[-114.047273,39.759413],[-114.047783,39.79416],[-114.047214,39.821024],[-114.047134,39.906037],[-114.046555,39.996899],[-114.046835,40.030131],[-114.046386,40.097896],[-114.046741,40.104231],[-114.046683,40.116931],[-114.046153,40.231971],[-114.046178,40.398313],[-114.045826,40.424823],[-114.045218,40.430282],[-114.045518,40.494474],[-114.045577,40.495801],[-114.045281,40.506586],[-114.043505,40.726292]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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc81f","contributors":{"authors":[{"text":"Fields, Fred K.","contributorId":69981,"corporation":false,"usgs":true,"family":"Fields","given":"Fred","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197523,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26908,"text":"wri7615 - 1975 - Dissolved solids, hardness, and orthophosphate of surface-water runoff in the Suwannee River Water Management District, Florida","interactions":[],"lastModifiedDate":"2020-08-06T02:11:57.029298","indexId":"wri7615","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-15","title":"Dissolved solids, hardness, and orthophosphate of surface-water runoff in the Suwannee River Water Management District, Florida","docAbstract":"This atlas consists of three maps that show the general distribution of dissolved solids, hardness, and orthophosphate in the streams and lakes within the Suwannee River Water Management District. The atlas was prepared in cooperation with the Water Management District to provide pertinent water-quality information relating to the objectives of the Florida State Water Resources Act of 1972. Under the provisions of this act, the Water Management District is required to establish a regional water-use plan, issue permits for water-use and water-resources related construction, and authorize the export of water. The data presented on these maps will be useful to those concerned with water management and use, in assessing regional water quality, and in establishing a base for comparison with future quality data.
The ranges of concentration shown on the maps represent maximum concentrations in surface water during the sampling period, January 1965-September 1970. Concentrations are plotted at the sampling sites and are the major criteria for determining the extent of concentration ranges. In some cases the drainage basin boundaries are used in defining concentration range boundaries because the quantity and quality of surface runoff is characteristic of the environment of the basin and may be entirely different from the runoff of adjacent basins. Within drainage basins, individual streams and local drainage divides define concentration boundaries. Some areas, although adjacent to each other in the same basin, have entirely different concentration ranges. For example, an area containing dissolved-solids concentrations in the 0-25 mg/1 (milligrams per litre) range may be adjacent to an area in which concentrations exceed 100 mg/1, as in the southeast part of Jefferson County. Concentration boundaries in these areas were selected by extending each range about halfway between the two sampling sites, as opposed to grading an intermediate range between them without supporting data. As the data are sparse in many areas, regional concentration patterns are generalized and local variations may be expected to exist.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7615","collaboration":"Prepared in cooperation with Florida Department of Environmental Regulation and the Suwannee River Water Management District","usgsCitation":"Earle, J., 1975, Dissolved solids, hardness, and orthophosphate of surface-water runoff in the Suwannee River Water Management District, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-15, Report: 3 p.; 3 Plates: 25.35 x 22.30 inches and smaller, https://doi.org/10.3133/wri7615.","productDescription":"Report: 3 p.; 3 Plates: 25.35 x 22.30 inches and smaller","costCenters":[],"links":[{"id":377064,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0015/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377063,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0015/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377062,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0015/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377061,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0015/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0015/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Suwannee River Water Management District","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84,\n 29\n ],\n [\n -82,\n 29\n ],\n [\n -82,\n 30.685163937659564\n ],\n [\n -84,\n 30.685163937659564\n ],\n [\n -84,\n 29\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a235","contributors":{"authors":[{"text":"Earle, J.E.","contributorId":41037,"corporation":false,"usgs":true,"family":"Earle","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":197227,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28371,"text":"wri7428 - 1975 - Evaluation of the causes of levee erosion in the Sacramento-San Joaquin Delta, California","interactions":[],"lastModifiedDate":"2019-07-15T16:02:06","indexId":"wri7428","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-28","title":"Evaluation of the causes of levee erosion in the Sacramento-San Joaquin Delta, California","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7428","usgsCitation":"Limerinos, J.T., and Smith, W., 1975, Evaluation of the causes of levee erosion in the Sacramento-San Joaquin Delta, California: U.S. Geological Survey Water-Resources Investigations Report 74-28, iv, 53 p. , https://doi.org/10.3133/wri7428.","productDescription":"iv, 53 p. ","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":159209,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0028/report-thumb.jpg"},{"id":365549,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0028/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Sacramento-San Joaquin Delta","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.85176849365233,\n 38.055931218476616\n ],\n [\n -121.82464599609375,\n 38.055931218476616\n ],\n [\n -121.82464599609375,\n 38.07431172756913\n ],\n [\n -121.85176849365233,\n 38.07431172756913\n ],\n [\n -121.85176849365233,\n 38.055931218476616\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa582","contributors":{"authors":[{"text":"Limerinos, John Thomas","contributorId":102055,"corporation":false,"usgs":true,"family":"Limerinos","given":"John","email":"","middleInitial":"Thomas","affiliations":[],"preferred":false,"id":199688,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, Winchell","contributorId":20311,"corporation":false,"usgs":true,"family":"Smith","given":"Winchell","email":"","affiliations":[],"preferred":false,"id":199687,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26878,"text":"wri7550 - 1975 - The potentiometric surface and water quality of the Floridan aquifer; in southwest Hillsborough County, Florida, 1952-74","interactions":[],"lastModifiedDate":"2020-08-13T17:54:39.678098","indexId":"wri7550","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-50","title":"The potentiometric surface and water quality of the Floridan aquifer; in southwest Hillsborough County, Florida, 1952-74","docAbstract":"Large ground-water withdrawals and a 10-year period of below-normal rainfall have caused the potentiometric surface of the Floridan aquifer to decline more than 10 feet (3 metres) in most of a 200-square-mile (520-square-kilometre) area of southwest Hillsborough County (fig. 1). The lowered ground-water levels and the consequent threat of salt-water intrusion concern farmers and residents who depend on ground water for irrigation and domestic purposes. Extensive crop irrigation is continuing; small towns such as Ruskin, River-view, Sun City Center, and Apollo Beach are rapidly expanding; and new communities are being planned. In addition, there are plans to mine the extensive phosphate deposits a few miles east of this heavily-f armed area. All these activities require large supplies of fresh ground water.
The Hillsborough County Commission cooperated with the U. S. Geological Survey to study changes of water levels and water quality in southwest Hillsborough County. The purpose of this report is to compare the position of the potentiometric surface in 1953 with that in 1973 and to show chloride and sulfate concentrations in ground water in 1974.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7550","collaboration":"Prepared in cooperation with Hillsborough County, Florida","usgsCitation":"Duerr, A.D., 1975, The potentiometric surface and water quality of the Floridan aquifer; in southwest Hillsborough County, Florida, 1952-74: U.S. Geological Survey Water-Resources Investigations Report 75-50, Report: 29 p.; 1 Plate: 34.05 x 25.04 inches, https://doi.org/10.3133/wri7550.","productDescription":"Report: 29 p.; 1 Plate: 34.05 x 25.04 inches","costCenters":[],"links":[{"id":157844,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0050/report-thumb.jpg"},{"id":377051,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0050/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377052,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0050/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Hillsborough County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.56666667,\n 27.63333333\n ],\n [\n -82.23333333,\n 27.63333333\n ],\n [\n -82.23333333,\n 27.9\n ],\n [\n -82.56666667,\n 27.9\n ],\n [\n -82.56666667,\n 27.63333333\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db641cb4","contributors":{"authors":[{"text":"Duerr, A. Dan","contributorId":47835,"corporation":false,"usgs":true,"family":"Duerr","given":"A.","email":"","middleInitial":"Dan","affiliations":[],"preferred":false,"id":197170,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26659,"text":"wri7451 - 1975 - A predictive computer model of the Lower Cretaceous aquifer, Franklin area, southeastern Virginia","interactions":[{"subject":{"id":41344,"text":"ofr7279 - 1972 - Potentiometric surface of the Lower Cretaceous aquifer, Franklin area, Virginia, September 1970","indexId":"ofr7279","publicationYear":"1972","noYear":false,"title":"Potentiometric surface of the Lower Cretaceous aquifer, Franklin area, Virginia, September 1970"},"predicate":"SUPERSEDED_BY","object":{"id":26659,"text":"wri7451 - 1975 - A predictive computer model of the Lower Cretaceous aquifer, Franklin area, southeastern Virginia","indexId":"wri7451","publicationYear":"1975","noYear":false,"title":"A predictive computer model of the Lower Cretaceous aquifer, Franklin area, southeastern Virginia"},"id":1}],"lastModifiedDate":"2018-10-29T09:47:29","indexId":"wri7451","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"51-74","title":"A predictive computer model of the Lower Cretaceous aquifer, Franklin area, southeastern Virginia","docAbstract":"The Lower Cretaceous aquifer of Southeastern Virginia is simulated in this study. The aquifer is only a few feet thick along the Fall Line, where it is near or at the surface, but it thickens and dips to the east. At Franklin where the top of the aquifer is 220 feet (67 metres) below sea level, it is about 600 feet (180 metres) thick. Thirty five miles (56 kilometres) east of Franklin, along the eastern boundary of the model area, the top is about 900 feet (270 metres) below sea level, and the thickness is estimated to be 2,000 feet (610 metres). The aquifer consists of an alternating series of permeable and semipermeable beds, which contain various mixtures of sand, gravel, silt and clay. The sediments are continental stream deposits in the western and central parts of the area, but grade to marine deposits in the eastern part. Transmissivity is zero at or near the Fall Line, and increases eastward to 19,000 cubic feet per day per foot (1,800 cubic metres per day per metre) at Franklin. Further eastward, trans-missivity probably increases slightly, but then decreases as the marine phase is reached. The aquifer is.overlain by a semiper-meable'confining layer and is underlain by relatively impermeable rocks of the pre-Cretaceous basement.
The model used is the finite-difference digital type described by Pinder (1970). Historical water levels of the aquifer were simulated from 1891 to December 1, 1972. The 1891 water-level surface was developed by running a steady-state version of the Pinder model. Simulation runs from 1891 to 1941, 1970, and 1972 are in good agreement with historical water levels. A modeling factor was used as a multiplier for varying the coefficients of transmissivity and vertical permeability of the confining layer without altering the initial (1891) surface used to start the modeling runs. This technique should be helpful in the development of other models of artesian aquifers.
Predicitive runs show that, if pumpage continues to increase as it has in the past, serious dewatering of the aquifer will occur at Franklin and possibly at other centers of increased pumpage. However, a predictive run to the year 2022 shows that if pumpage does not increase, additional drawdown would be small. Other predictive runs show the effects caused by hypothetical withdrawals at other locations.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7451","collaboration":"Prepared in cooperation with the Virginia State Water Control Board","usgsCitation":"Cosner, O.J., 1975, A predictive computer model of the Lower Cretaceous aquifer, Franklin area, southeastern Virginia: U.S. Geological Survey Water-Resources Investigations Report 51-74, ix, 62 p., https://doi.org/10.3133/wri7451.","productDescription":"ix, 62 p.","costCenters":[{"id":634,"text":"Water Resources Program","active":false,"usgs":true}],"links":[{"id":158211,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0051/report-thumb.jpg"},{"id":358864,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0051/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Virginia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.25,\n 36.5\n ],\n [\n -76.25,\n 37\n ],\n [\n -77.25,\n 37\n ],\n [\n -77.25,\n 36.5\n ],\n [\n -76.25,\n 36.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab5c5","contributors":{"authors":[{"text":"Cosner, O. J.","contributorId":19587,"corporation":false,"usgs":true,"family":"Cosner","given":"O.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196790,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48229,"text":"ofr741029 - 1975 - Implementation of a hydrologic data processing system in Brazil","interactions":[],"lastModifiedDate":"2012-02-02T00:10:38","indexId":"ofr741029","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"74-1029","title":"Implementation of a hydrologic data processing system in Brazil","language":"ENGLISH","doi":"10.3133/ofr741029","usgsCitation":"Edwards, M.D., 1975, Implementation of a hydrologic data processing system in Brazil: U.S. Geological Survey Open-File Report 74-1029, 201 p. : ill. ; 28 cm., https://doi.org/10.3133/ofr741029.","productDescription":"201 p. : ill. ; 28 cm.","costCenters":[],"links":[{"id":172597,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c37e","contributors":{"authors":[{"text":"Edwards, Melvin D.","contributorId":94305,"corporation":false,"usgs":true,"family":"Edwards","given":"Melvin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":237003,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":46164,"text":"ofr75640 - 1975 - Maps showing geological distribution of antimony in rocks after and before post-ore faulting, Coeur d'Alene district, Idaho and Montana","interactions":[],"lastModifiedDate":"2021-11-10T23:22:05.071895","indexId":"ofr75640","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-640","title":"Maps showing geological distribution of antimony in rocks after and before post-ore faulting, Coeur d'Alene district, Idaho and Montana","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75640","usgsCitation":"Gott, G.B., and Cathrall, J.B., 1975, Maps showing geological distribution of antimony in rocks after and before post-ore faulting, Coeur d'Alene district, Idaho and Montana: U.S. Geological Survey Open-File Report 75-640, 5 Plates: 41.00 × 23.00 inches or smaller, https://doi.org/10.3133/ofr75640.","productDescription":"5 Plates: 41.00 × 23.00 inches or smaller","costCenters":[],"links":[{"id":172688,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":391601,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15223.htm"},{"id":99648,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0640/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":99647,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0640/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":99646,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0640/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":99645,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0640/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":99644,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0640/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","country":"United States","state":"Idaho, Montana","otherGeospatial":"Coeur d'Alene district","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.3,\n 47.35\n ],\n [\n -115.5,\n 47.35\n ],\n [\n -115.5,\n 47.583\n ],\n [\n -116.3,\n 47.583\n ],\n [\n -116.3,\n 47.35\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6058b1","contributors":{"authors":[{"text":"Gott, Garland Bayard","contributorId":6420,"corporation":false,"usgs":true,"family":"Gott","given":"Garland","email":"","middleInitial":"Bayard","affiliations":[],"preferred":false,"id":232735,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cathrall, John B.","contributorId":26668,"corporation":false,"usgs":true,"family":"Cathrall","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":232736,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":46749,"text":"ofr7562 - 1975 - Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache Counties, Colorado","interactions":[{"subject":{"id":46749,"text":"ofr7562 - 1975 - Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache Counties, Colorado","indexId":"ofr7562","publicationYear":"1975","noYear":false,"title":"Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache Counties, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":62334,"text":"gq1287 - 1976 - Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache counties, Colorado","indexId":"gq1287","publicationYear":"1976","noYear":false,"title":"Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache counties, Colorado"},"id":1}],"supersededBy":{"id":62334,"text":"gq1287 - 1976 - Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache counties, Colorado","indexId":"gq1287","publicationYear":"1976","noYear":false,"title":"Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache counties, Colorado"},"lastModifiedDate":"2022-04-21T20:50:23.787876","indexId":"ofr7562","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-62","title":"Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache Counties, Colorado","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7562","usgsCitation":"Olson, J.C., 1975, Geologic map of the Houston Gulch quadrangle, Gunnison and Saguache Counties, Colorado: U.S. Geological Survey Open-File Report 75-62, 1 Plate: 34.68 x 29.42 inches, https://doi.org/10.3133/ofr7562.","productDescription":"1 Plate: 34.68 x 29.42 inches","costCenters":[],"links":[{"id":399468,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0062/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169263,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0062/report-thumb.jpg"}],"scale":"24000","country":"United States","state":"Colorado","county":"Gunnison County, Saguache County","otherGeospatial":"Houston Gulch uadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 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