{"pageNumber":"5784","pageRowStart":"144575","pageSize":"25","recordCount":184615,"records":[{"id":67265,"text":"i1048 - 1978 - Geologic map of the Mare Acidalium Quadrangle (including the potential Viking landing site Cydonia)","interactions":[],"lastModifiedDate":"2016-12-28T13:34:10","indexId":"i1048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1048","subseriesTitle":"NONE","title":"Geologic map of the Mare Acidalium Quadrangle (including the potential Viking landing site Cydonia)","language":"ENGLISH","doi":"10.3133/i1048","usgsCitation":"Underwood, J., and Trask, N., 1978, Geologic map of the Mare Acidalium Quadrangle (including the potential Viking landing site Cydonia): U.S. Geological Survey IMAP 1048, 1 map ; col. ;45 x 70 cm. on sheet 86 x 107 cm., https://doi.org/10.3133/i1048.","productDescription":"1 map ; col. ;45 x 70 cm. on sheet 86 x 107 cm.","costCenters":[],"links":[{"id":101416,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1048/plate-1.pdf","size":"7612","linkFileType":{"id":1,"text":"pdf"}},{"id":189027,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"46000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696b7b","contributors":{"authors":[{"text":"Underwood, J.R. Jr.","contributorId":84452,"corporation":false,"usgs":true,"family":"Underwood","given":"J.R.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":275874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trask, N.J.","contributorId":31729,"corporation":false,"usgs":true,"family":"Trask","given":"N.J.","email":"","affiliations":[],"preferred":false,"id":275873,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38293,"text":"ofr77721C - 1978 - Preliminary report of 1977 coal drilling in eastern Montana and northeastern Wyoming: Geophysical logs for Powder River and Dawson Counties, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:09:58","indexId":"ofr77721C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-721","chapter":"C","title":"Preliminary report of 1977 coal drilling in eastern Montana and northeastern Wyoming: Geophysical logs for Powder River and Dawson Counties, Montana","language":"ENGLISH","doi":"10.3133/ofr77721C","usgsCitation":"Water Resources Division, U.S. Geological Survey, and Montana Bureau of Mines and Geology, 1978, Preliminary report of 1977 coal drilling in eastern Montana and northeastern Wyoming: Geophysical logs for Powder River and Dawson Counties, Montana: U.S. Geological Survey Open-File Report 77-721, 79 leaves, https://doi.org/10.3133/ofr77721C.","productDescription":"79 leaves","costCenters":[],"links":[{"id":165221,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0721c/report-thumb.jpg"},{"id":64666,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0721c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cc0e","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":529846,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Montana Bureau of Mines and Geology","contributorId":128110,"corporation":true,"usgs":false,"organization":"Montana Bureau of Mines and Geology","id":529847,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38294,"text":"ofr77721D - 1978 - Preliminary report of 1977 coal drilling in eastern Montana and northeastern Wyoming: Geophysical logs for Dawson, Garfield, McCone, and Prairie Counties, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:09:58","indexId":"ofr77721D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-721","chapter":"D","title":"Preliminary report of 1977 coal drilling in eastern Montana and northeastern Wyoming: Geophysical logs for Dawson, Garfield, McCone, and Prairie Counties, Montana","language":"ENGLISH","doi":"10.3133/ofr77721D","usgsCitation":"Water Resources Division, U.S. Geological Survey, and Montana Bureau of Mines and Geology, 1978, Preliminary report of 1977 coal drilling in eastern Montana and northeastern Wyoming: Geophysical logs for Dawson, Garfield, McCone, and Prairie Counties, Montana: U.S. Geological Survey Open-File Report 77-721, 101 leaves, https://doi.org/10.3133/ofr77721D.","productDescription":"101 leaves","costCenters":[],"links":[{"id":165222,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0721d/report-thumb.jpg"},{"id":64667,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0721d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cbfa","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":529848,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Montana Bureau of Mines and Geology","contributorId":128110,"corporation":true,"usgs":false,"organization":"Montana Bureau of Mines and Geology","id":529849,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28810,"text":"wri77115 - 1978 - Flood profiles for lower Brooker Creek, west-central Florida","interactions":[],"lastModifiedDate":"2025-01-13T19:16:23.725943","indexId":"wri77115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-115","title":"Flood profiles for lower Brooker Creek, west-central Florida","docAbstract":"<p>Flood heights are computed for a range of recurrence intervals for a 12.6 mile reach of Brooker Creek, beginning at the mouth at Lake Tarpon. A Geological Survey step-backwater computer program, E431, was used in these analyses using: (1) Stream and valley cross-section geometry and roughness data; (2) Recurrence interval flood-peak discharges; (3) Recurrence interval starting elevations; (4) Gaging station stage-discharge relations. Flood heights may be plotted versus distance above stream mouth and connected to construct flood profiles. They may also be used to indicate areas of inundation on detailed topographic maps.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri77115","usgsCitation":"Murphy, W., 1978, Flood profiles for lower Brooker Creek, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 77-115, vii, 21 p., https://doi.org/10.3133/wri77115.","productDescription":"vii, 21 p.","costCenters":[],"links":[{"id":159247,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0115/report-thumb.jpg"},{"id":359410,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0115/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466132,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35120.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","otherGeospatial":"Brooker Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.87673950195312,\n              28\n            ],\n            [\n              -82.5,\n              28\n            ],\n            [\n              -82.5,\n              28.245118203195265\n            ],\n            [\n              -82.87673950195312,\n              28.245118203195265\n            ],\n            [\n              -82.87673950195312,\n              28\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5eeabb","contributors":{"authors":[{"text":"Murphy, W.R.","contributorId":100892,"corporation":false,"usgs":true,"family":"Murphy","given":"W.R.","email":"","affiliations":[],"preferred":false,"id":200432,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26540,"text":"wri7892 - 1978 - Availability and quality of water from shallow aquifers in Duval County, Florida","interactions":[],"lastModifiedDate":"2019-11-13T10:19:17","indexId":"wri7892","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-92","title":"Availability and quality of water from shallow aquifers in Duval County, Florida","docAbstract":"The shallow-aquifer system in Duval County, Fla., overlies the Florida aquifer and is composed chiefly of sand, clay, sandy clay, and limestone. Thickness of the system ranges from about 300 to 600 feet. The upper 150 feet of deposits, consisting of the water-table and shallow-rock zones, are the most dependable and economical source of supplemental water supply. The principal shallow water-bearing zone is a limestone bed 40 to 100 feet below land surface. Aquifer tests conducted at 13 sites in Duval County show that yields from the shallow aquifer vary from place to place within the county owing chiefly to variations in lithology of the saturated rocks and sediments. The limestone of the shallow-rock zone will yield as much as 200 gallons per minute to wells; the maximum yield at most of the sites tested was between 30 and 100 gallons per minute. The water-table zone generally yields 10 gallons per minute or less but at one site, where a water-table well tapped a shell bed near land surface, the well yielded more than 40 gallons per minute. The quality of water in the shallow aquifer system in Duval County is generally acceptable for most domestic, commercial, and industrial uses. In some places, however, it has a high iron concentration and is hard. The iron concentration exceeds 0.3 milligrams per liter in water from the water-table or shallow-rock zones at 7 of the 13 aquifer test sites. The hardness of water from the aquifer ranges from about 60 to about 180 milligrams per liter. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7892","usgsCitation":"Causey, L.V., and Phelps, G.G., 1978, Availability and quality of water from shallow aquifers in Duval County, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-92, iv, 36 p. , https://doi.org/10.3133/wri7892.","productDescription":"iv, 36 p. 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Lawson V.","contributorId":33714,"corporation":false,"usgs":true,"family":"Causey","given":"Lawson","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":196576,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Phelps, G. G.","contributorId":82346,"corporation":false,"usgs":true,"family":"Phelps","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196577,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28811,"text":"wri7857 - 1978 - Flood profiles for Peace River, south-central Florida","interactions":[],"lastModifiedDate":"2013-08-12T12:17:09","indexId":"wri7857","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-57","title":"Flood profiles for Peace River, south-central Florida","docAbstract":"This report presents flood heights and profiles for a 70-mile reach of Peace River from Bartow to Arcadia, Fla. The flood heights were calculated using the U.S. Geological Survey step-backwater model. Profiles were prepared for floods having expected recurrence intervals of 2, 2.33, 5, 10, 25, 50, 100, 200, and 500 years. Flood-peak discharges used in the step-backwater analyses were determined by weighting stream gaging-station data with data from a regional analysis. Land-surface elevation data for 183 cross sections - including values of Manning 's roughness coefficient - also were used in the backwater analysis. Flood height data are generally accurate to + or - 0.5 foot. They indicate that most roads and two bridges in the study reach will be inundated by some of the floods evaluated. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7857","usgsCitation":"Murphy, W.R., Hammett, K., and Reeter, C.V., 1978, Flood profiles for Peace River, south-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-57, iv, 35 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri7857.","productDescription":"iv, 35 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":159254,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0057/report-thumb.jpg"},{"id":276468,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0057/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d5e4b07f02db5ddbe7","contributors":{"authors":[{"text":"Murphy, W. R. Jr.","contributorId":72355,"corporation":false,"usgs":true,"family":"Murphy","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200434,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hammett, K.M.","contributorId":59006,"corporation":false,"usgs":true,"family":"Hammett","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":200433,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reeter, C. V.","contributorId":97154,"corporation":false,"usgs":true,"family":"Reeter","given":"C.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":200435,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28240,"text":"wri7861 - 1978 - Maps showing ground-water conditions in the eastern part of the Salt River Valley area, Maricopa and Pinal counties, Arizona, 1976","interactions":[],"lastModifiedDate":"2019-07-23T15:34:27","indexId":"wri7861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-61","title":"Maps showing ground-water conditions in the eastern part of the Salt River Valley area, Maricopa and Pinal counties, Arizona, 1976","docAbstract":"In 1976 about 1.68 million acre-feet of ground water was pumped in the Salt River Valley, Ariz. Since 1923, more than 73 million acre-feet has been withdrawn, which has resulted in a general decline in water levels. Water levels in the eastern part of the Salt River Valley area have declined as much as 420 feet. Information on the maps includes altitude of the water level, depth to water, change in water level (1923-76), and irrigated area. Hydrographs of the water level in selected wells, a table of historical pumpage, and a brief discussion of the chemical quality of the ground water are included also. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7861","usgsCitation":"Laney, R., Ross, P.P., and Littin, G.R., 1978, Maps showing ground-water conditions in the eastern part of the Salt River Valley area, Maricopa and Pinal counties, Arizona, 1976: U.S. Geological Survey Water-Resources Investigations Report 78-61, 2 Plates: 38.06 x 30.85 inches and 38.36 x 30.93 inches, https://doi.org/10.3133/wri7861.","productDescription":"2 Plates: 38.06 x 30.85 inches and 38.36 x 30.93 inches","costCenters":[],"links":[{"id":365897,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0061/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365898,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0061/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159192,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0061/report-thumb.jpg"}],"country":"United States","state":"Arizona","county":"Maricopa County, Pinal County","otherGeospatial":"Salt River Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.27752685546875,\n              33.38501292737507\n            ],\n            [\n              -111.81198120117188,\n              33.38501292737507\n            ],\n            [\n              -111.81198120117188,\n              33.45321401062559\n            ],\n            [\n              -112.27752685546875,\n              33.45321401062559\n            ],\n            [\n              -112.27752685546875,\n              33.38501292737507\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6059fb","contributors":{"authors":[{"text":"Laney, R. L.","contributorId":83889,"corporation":false,"usgs":true,"family":"Laney","given":"R. L.","affiliations":[],"preferred":false,"id":199448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ross, P. P.","contributorId":78742,"corporation":false,"usgs":true,"family":"Ross","given":"P.","middleInitial":"P.","affiliations":[],"preferred":false,"id":199447,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Littin, G. R.","contributorId":95924,"corporation":false,"usgs":true,"family":"Littin","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199449,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":4699,"text":"twri07C2 - 1978 - Computer model of two-dimensional solute transport and dispersion in ground water","interactions":[],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri07C2","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"07-C2","title":"Computer model of two-dimensional solute transport and dispersion in ground water","docAbstract":"This report presents a model that simulates solute transport in flowing ground water. The model is both general and flexible in that it can be applied to a wide range of problem types. It is applicable to one- or two-dimensional problems involving steady-state or transient flow. The model computes changes in concentration over time caused by the processes of convective transport, hydrodynamic dispersion, and mixing (or dilution) from fluid sources. The model assumes that the solute is non-reactive and that gradients of fluid density, viscosity, and temperature do not affect the velocity distribution. However, the aquifer may be heterogeneous and (or) anisotropic.\r\nThe model couples the ground-water flow equation with the solute-transport equation. The digital computer program uses an alternating-direction implicit procedure to solve a finite-difference approximation to the ground-water flow equation, and it uses the method of characteristics to solve the solute-transport equation. The latter uses a particle- tracking procedure to represent convective transport and a two-step explicit procedure to solve a finite-difference equation that describes the effects of hydrodynamic dispersion, fluid sources and sinks, and divergence of velocity. This explicit procedure has several stability criteria, but the consequent time-step limitations are automatically determined by the program.\r\nThe report includes a listing of the computer program, which is written in FORTRAN IV and contains about 2,000 lines. The model is based on a rectangular, block-centered, finite difference grid. It allows the specification of any number of injection or withdrawal wells and of spatially varying diffuse recharge or discharge, saturated thickness, transmissivity, boundary conditions, and initial heads and concentrations. The program also permits the designation of up to five nodes as observation points, for which a summary table of head and concentration versus time is printed at the end of the calculations. The data input formats for the model require three data cards and from seven to nine data sets to describe the aquifer properties, boundaries, and stresses.\r\nThe accuracy of the model was evaluated for two idealized problems for which analytical solutions could be obtained. In the case of one-dimensional flow the agreement was nearly exact, but in the case of plane radial flow a small amount of numerical dispersion occurred. An analysis of several test problems indicates that the error in the mass balance will be generally less than 10 percent. The test problems demonstrated that the accuracy and precision of the numerical solution is sensitive to the initial number of particles placed in each cell and to the size of the time increment, as determined by the stability criteria. Mass balance errors are commonly the greatest during the first several time increments, but tend to decrease and stabilize with time.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/twri07C2","issn":"0565-596X","usgsCitation":"Konikow, L.F., and Bredehoeft, J., 1978, Computer model of two-dimensional solute transport and dispersion in ground water: U.S. Geological Survey Techniques of Water-Resources Investigations 07-C2, vi, 90 p. :ill. ; 26 cm. Reprinted in 1984., https://doi.org/10.3133/twri07C2.","productDescription":"vi, 90 p. :ill. ; 26 cm. Reprinted in 1984.","costCenters":[],"links":[{"id":139107,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":291,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri7c2/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7ef4","contributors":{"authors":[{"text":"Konikow, Leonard F. 0000-0002-0940-3856 lkonikow@usgs.gov","orcid":"https://orcid.org/0000-0002-0940-3856","contributorId":158,"corporation":false,"usgs":true,"family":"Konikow","given":"Leonard","email":"lkonikow@usgs.gov","middleInitial":"F.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":149640,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bredehoeft, J.D.","contributorId":12836,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"J.D.","affiliations":[],"preferred":false,"id":149641,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26398,"text":"wri783 - 1978 - Quality and movement of ground water in Otter Creek - Dry Creek basin, Cortland County, New York","interactions":[],"lastModifiedDate":"2021-12-09T21:03:04.34674","indexId":"wri783","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-3","title":"Quality and movement of ground water in Otter Creek - Dry Creek basin, Cortland County, New York","docAbstract":"A steady increase in the chloride and nitrate content of water in a sand and gravel aquifer of glacial origin in the Cortland, N.Y., area prompted a study to obtain data on the extent and source of these constituents. Chloride concentration in the upper part of the aquifer increased generally from 2 mg/liter in 1930 to 20 mg/liter in 1976, and nitrate concentration (as nitrogen) in the upper part of the aquifer increased from 1 mg/liter in 1930 to an average of 4 mg/liter in 1976. Although the ground water is normally very hard, its quality generally meets State standards for source waters used for drinking. Road salting and farming seem to be the primary cause of chloride increases, although septic systems may be a major source locally. Farm-animal waste, sewage systems, and fertilizers are the major contributors of nitrate to ground water. Flow in the aquifer system in the Otter Creek-Dry Creek basin was simulated with a digital-computer model. The model was calibrated by comparing measured water levels in the aquifer with those determined by the model. The major sources of recharge are from precipitation and seepage from losing reaches of the streams. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri783","usgsCitation":"Buller, W., Nichols, W.J., and Harsh, J.F., 1978, Quality and movement of ground water in Otter Creek - Dry Creek basin, Cortland County, New York: U.S. Geological Survey Water-Resources Investigations Report 78-3, ix, 63 p., https://doi.org/10.3133/wri783.","productDescription":"ix, 63 p.","costCenters":[],"links":[{"id":392694,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35242.htm"},{"id":55190,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0003/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157877,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0003/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Cortland County","otherGeospatial":"Otter Creek - Dry Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.267,\n              42.542\n            ],\n            [\n              -76.162,\n              42.542\n            ],\n            [\n              -76.162,\n              42.625\n            ],\n            [\n              -76.267,\n              42.625\n            ],\n            [\n              -76.267,\n              42.542\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643c55","contributors":{"authors":[{"text":"Buller, William","contributorId":16449,"corporation":false,"usgs":true,"family":"Buller","given":"William","email":"","affiliations":[],"preferred":false,"id":196318,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nichols, Wallace J.","contributorId":81106,"corporation":false,"usgs":false,"family":"Nichols","given":"Wallace","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196320,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Harsh, J. F.","contributorId":77535,"corporation":false,"usgs":true,"family":"Harsh","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196319,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27904,"text":"wri78127 - 1978 - Ground-water conditions in the Eureka area, Humboldt County, California, 1975","interactions":[],"lastModifiedDate":"2015-10-22T13:21:13","indexId":"wri78127","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-127","title":"Ground-water conditions in the Eureka area, Humboldt County, California, 1975","docAbstract":"<p>Ground-water conditions in the Eureka area, Calif., were evaluated during 1975 to determine whether significant changes had occurred since 1952, when an earlier reconnaissance was made. No major changes in water levels or water quality were noted at 1975 pumping rates. Recharge to the ground-water system compensates for both artificial and natural discharge. The position of the freshwater-saltwater transition zone underlying the alluvial flood plains in the summer of 1975 were unchanged from those in 1952. Ground water continues to be used principally for irrigation on the alluvial flood plains of the Eel and Mad Rivers. In 1975, about 425 irrigation wells supplied an estimated 24,000 acre-feet of ground water to the Eureka area; half of those wells were located on the Eel River flood plain. The estimated total ground-water pumpage for irrigation, industry, public supply, domestic use, and livestock was 27,500 acre-feet. During the irrigation season, there is a higher rate of recharge from the rivers which helps to maintain ground-water storage and stabilize the freshwater-seawater transition zone. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78127","collaboration":"Prepared in cooperation with the Humboldt County Department of Public Works","usgsCitation":"Johnson, M.J., 1978, Ground-water conditions in the Eureka area, Humboldt County, California, 1975: U.S. Geological Survey Water-Resources Investigations Report 78-127, iv, 45 p., https://doi.org/10.3133/wri78127.","productDescription":"iv, 45 p.","numberOfPages":"51","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":158645,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri78127.jpg"},{"id":310511,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0127/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Humboldt 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Michael J. johnsonm@usgs.gov","contributorId":2282,"corporation":false,"usgs":true,"family":"Johnson","given":"Michael","email":"johnsonm@usgs.gov","middleInitial":"J.","affiliations":[{"id":17705,"text":"Wetland and Aquatic Research Center","active":true,"usgs":true}],"preferred":true,"id":198876,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27767,"text":"wri78104 - 1978 - Geohydrology of the northern Louisiana salt-dome basin pertinent to the storage of radioactive wastes; a progress report","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri78104","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-104","title":"Geohydrology of the northern Louisiana salt-dome basin pertinent to the storage of radioactive wastes; a progress report","docAbstract":"Salt domes in northern Louisiana are being considered as possible storage sites for nuclear wastes. The domes are in an area that received regional sedimentation through early Tertiary (Eocene) time with lesser amounts of Quaternary deposits. The Cretaceous-Tertiary accumulation is a few thousand feet thick; the major sands are regional aquifers that extend far beyond the boundaries of the salt-dome basin. Because of multiple aquifers, structural deformation, and variations in the hydraulic characteristics of cap rock, the ground-water hydrology around a salt dome may be highly complex. The Sparta Sand is the most productive and heavily used regional aquifer. It is either penetrated by or overlies most of the domes. A fluid entering the Sparta flow system would move toward one of the pumping centers, all at or near municipalities that pump from the Sparta. Movement could be toward surface drainage where local geologic and hydrologic conditions permit leakage to the surface or to a surficial aquifer. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri78104","usgsCitation":"Hosman, R., 1978, Geohydrology of the northern Louisiana salt-dome basin pertinent to the storage of radioactive wastes; a progress report: U.S. Geological Survey Water-Resources Investigations Report 78-104, v, 27 p., [10] leaves of plates :ill. (some fold.), maps (some fold.) ;28 cm., https://doi.org/10.3133/wri78104.","productDescription":"v, 27 p., [10] leaves of plates :ill. (some fold.), maps (some fold.) ;28 cm.","costCenters":[],"links":[{"id":157991,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8841","contributors":{"authors":[{"text":"Hosman, R. L.","contributorId":42978,"corporation":false,"usgs":true,"family":"Hosman","given":"R.","middleInitial":"L.","affiliations":[],"preferred":false,"id":198663,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":67080,"text":"i1092 - 1978 - Map showing geology, structure, and oil and gas fields in the Sterling 1 x 2 Quadrangle, Colorado, Nebraska, and Kansas","interactions":[],"lastModifiedDate":"2012-02-10T00:11:17","indexId":"i1092","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1092","subseriesTitle":"NONE","title":"Map showing geology, structure, and oil and gas fields in the Sterling 1 x 2 Quadrangle, Colorado, Nebraska, and Kansas","language":"ENGLISH","doi":"10.3133/i1092","usgsCitation":"Scott, G., 1978, Map showing geology, structure, and oil and gas fields in the Sterling 1 x 2 Quadrangle, Colorado, Nebraska, and Kansas: U.S. Geological Survey IMAP 1092, 2 maps ;45 x 69 cm., https://doi.org/10.3133/i1092.","productDescription":"2 maps ;45 x 69 cm.","costCenters":[],"links":[{"id":106602,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_8950.htm","linkFileType":{"id":5,"text":"html"},"description":"8950"},{"id":188216,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104,40 ], [ -104,41 ], [ -102,41 ], [ -102,40 ], [ -104,40 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db666f82","contributors":{"authors":[{"text":"Scott, G. R.","contributorId":61398,"corporation":false,"usgs":true,"family":"Scott","given":"G. R.","affiliations":[],"preferred":false,"id":275573,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28809,"text":"wri788 - 1978 - Flood profiles for Cypress Creek, west-central Florida","interactions":[],"lastModifiedDate":"2013-08-12T12:18:40","indexId":"wri788","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-8","title":"Flood profiles for Cypress Creek, west-central Florida","docAbstract":"Flood profiles are included for selected recurrence-interval floods in west-central Florida for a 27-mile reach of Cypress Creek, for a 4-mile tributary reach, and for a 1.2-mile distributary reach. The procedure for constructing flood profiles is based on flood heights computed in a step-backwater analysis using the following data: 2-, 2.33-, 5-, 10-, 25-, 50-, 100-, 200-, and 500-year flood-peak discharges; data for 53 Cypress Creek channel cross sections, 11 tributary cross sections, and 7 distributary cross sections (including roughness coefficients); and stage-discharge relations. Computed flood heights are judged to be generally accurate to plus-or-minus 0.5 foot. Flood data presented can be used to delineate areal extent of flooding on topographic maps. This information can be used by local governmental agencies to control flood-plain development. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri788","usgsCitation":"Murphy, W.R., 1978, Flood profiles for Cypress Creek, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-8, vi, 29 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri788.","productDescription":"vi, 29 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":159246,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0008/report-thumb.jpg"},{"id":276469,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0008/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5ee4f8","contributors":{"authors":[{"text":"Murphy, W. R. Jr.","contributorId":72355,"corporation":false,"usgs":true,"family":"Murphy","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200431,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":63491,"text":"gp923 - 1978 - Aeromagnetic map of Maryland","interactions":[],"lastModifiedDate":"2025-07-17T20:08:11.310848","indexId":"gp923","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"923","title":"Aeromagnetic map of Maryland","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/gp923","usgsCitation":"Zietz, I., Gilbert, F.P., and Kirby, J.R., 1978, Aeromagnetic map of Maryland: U.S. Geological Survey Geophysical Investigations Map 923, 1 Plate: 57.81 x 35.81 inches, https://doi.org/10.3133/gp923.","productDescription":"1 Plate: 57.81 x 35.81 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P.","contributorId":53033,"corporation":false,"usgs":true,"family":"Gilbert","given":"F.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":268977,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kirby, J. R. Jr.","contributorId":79561,"corporation":false,"usgs":true,"family":"Kirby","given":"J.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":268979,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28261,"text":"wri7838 - 1978 - Quantitative hydrogeology of the Upper Republican Natural Resources District, southwest Nebraska","interactions":[],"lastModifiedDate":"2017-12-06T13:15:18","indexId":"wri7838","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-38","title":"Quantitative hydrogeology of the Upper Republican Natural Resources District, southwest Nebraska","docAbstract":"<p>Ground-water use for irrigation from the Ogallala Formation }'as in-creased rapidly in the Upper Republican Natural Resources District in southwest Nebraska. Water levels declined as much as 16 feet between 1952 and 1975. Discharge of the aquifer to streams was reduced by as much as 19 percent between 1967 and 1975. Quantification of the hydrogeologic system was provided by the development, testing and use of simulation models describing the soil zone and ground-water/surface-water system. Models were linked through source-sink terms. The ground-water/surface-water model was used.to predict changes in water levels and streamflow caused by unrestricted irrigation-well installation and by no new wells after 1975. Water levels may decline as much as 140 feet in two areas by 2000 if installation of new wells is unrestricted. By 2000, water-level declines o-er the remainder of the area would be less than 60 feet under continued development and less than 40 feet with no new wells after 1975. The base flow of Frenchman, Stinking Water, and Spring Creeks coulA be reduced by more than.90 percent with no new well and eliminated by 1992 under continued development.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7838","usgsCitation":"Lappala, E.G., 1978, Quantitative hydrogeology of the Upper Republican Natural Resources District, southwest Nebraska: U.S. Geological Survey Water-Resources Investigations Report 78-38, viii, 199 p., https://doi.org/10.3133/wri7838.","productDescription":"viii, 199 p.","numberOfPages":"211","costCenters":[],"links":[{"id":349793,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0038/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0038/report-thumb.jpg"}],"country":"United States","state":"Nebraska","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-101.3432,40.6973],[-101.3421,40.3517],[-101.3234,40.351],[-101.3258,40.3152],[-101.3224,40.0042],[-101.3694,40.0043],[-101.4107,40.0045],[-101.5453,40.0043],[-101.6233,40.0042],[-101.7787,40.0039],[-101.8612,40.0039],[-102.0485,40.0039],[-102.0493,40.3495],[-102.0494,40.4401],[-102.0501,40.6983],[-102.0502,40.7492],[-102.0504,41.0019],[-102.0504,41.0037],[-101.3618,41.0035],[-101.248,41.005],[-101.2446,40.7827],[-101.2456,40.6974],[-101.3432,40.6973]]]},\"properties\":{\"name\":\"Chase\",\"state\":\"NE\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635dcc","contributors":{"authors":[{"text":"Lappala, Eric G.","contributorId":23182,"corporation":false,"usgs":true,"family":"Lappala","given":"Eric","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":199489,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28452,"text":"wri7813 - 1978 - An analysis of stream temperatures, Green River Basin, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri7813","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-13","title":"An analysis of stream temperatures, Green River Basin, Wyoming","docAbstract":"A method for estimating temperatures of streams in the Green River basin, Wyoming, utilizes a regional model for estimating mean daily temperatures of streams at unmeasured sites. The regional model was developed by describing annual temperature patterns at 43 measured sites and by applying the harmonic function T = M + A -sin (0.0172 t + C)- where: T is mean daily temperature; M, A, and C are harmonic coefficients calculated from data for each stream-temperature station; and t is the day of the water year. Application of the equation for estimating temperatures at unmeasured sites requires regionalized estimates of M, A, and C. Regional estimates were developed with the aid of multiple-regression techniques, whereby the calculated harmonic coefficients were regressed against physical and climatic characteristics of the stream-temperature stations. Stream elevation was a significant factor affecting water temperature. Analysis of areal and temporal variations in temperature showed that springs, irrigation return flows, and reservoir storage were affecting reaches of several major streams. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7813","usgsCitation":"Lowham, H., 1978, An analysis of stream temperatures, Green River Basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 78-13, vi, 41 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7813.","productDescription":"vi, 41 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":122593,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0013/report-thumb.jpg"},{"id":57253,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68586a","contributors":{"authors":[{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":199824,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3798,"text":"cir756 - 1978 - Collection, storage, retrieval, and publication of water-resources data","interactions":[],"lastModifiedDate":"2012-02-02T00:05:41","indexId":"cir756","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"756","title":"Collection, storage, retrieval, and publication of water-resources data","docAbstract":"This publication represents a series of papers devoted to the subject of collection, storage, retrieval, and publication of hydrologic data. The papers were presented by members of the U.S. Geological Survey at the International Seminar on Organization and Operation of Hydrologic Services, Ottawa, Canada, July 15-16, 1976, sponsored by the World Meteorological Organization. The first paper, ' Standardization of Hydrologic Measurements, ' by George F. Smoot discusses the need for standardization of the methods and instruments used in measuring hydrologic data. The second paper, ' Use of Earth Satellites for Automation of Hydrologic Data Collection, ' by Richard W. Paulson discusses the use of inexpensive battery-operated radios to transmit realtime hydrologic data to earth satellites and back to ground receiving stations for computer processing. The third paper, ' Operation Hydrometeorological Data-Collection System for the Columbia River, ' by Nicholas A. Kallio discusses the operation of a complex water-management system for a large river basin utilizing the latest automatic telemetry and processing devices. The fourth paper, ' Storage and Retrieval of Water-Resources Data, ' by Charles R. Showen discusses the U.S. Geological Survey 's National Water Data Storage and Retrieval System (WATSTORE) and its use in processing water resources data. The final paper, ' Publication of Water Resources Data, ' by S. M. Lang and C. B. Ham discusses the requirement for publication of water-resources data to meet the needs of a widespread audience and for archival purposes. (See W78-09324 thru W78-09328) (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir756","usgsCitation":"Showen, C.R., 1978, Collection, storage, retrieval, and publication of water-resources data: U.S. Geological Survey Circular 756, v, 39 p. :ill., maps ;26 cm. , https://doi.org/10.3133/cir756.","productDescription":"v, 39 p. :ill., maps ;26 cm. ","costCenters":[],"links":[{"id":124229,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1978/0756/report-thumb.jpg"},{"id":30868,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1978/0756/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae89e","contributors":{"authors":[{"text":"Showen, C. R. (compiler)","contributorId":27430,"corporation":false,"usgs":true,"family":"Showen","given":"C.","suffix":"(compiler)","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":147619,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28235,"text":"wri7818 - 1978 - Unsteady solute-transport simulation in streamflow using a finite-difference model","interactions":[],"lastModifiedDate":"2019-11-22T14:56:19","indexId":"wri7818","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-18","title":"Unsteady solute-transport simulation in streamflow using a finite-difference model","docAbstract":"This report documents a rather simple, general purpose, one-dimensional, one-parameter, mass-transport model for field use. The model assumes a well-mixed conservative solute that may be coming from an unsteady source and is moving in unsteady streamflow. The quantity of solute being transported is in the units of concentration. Results are reported as such. An implicit finite-difference technique is used to solve the mass transport equation. It consists of creating a tridiagonal matrix and using the Thomas algorithm to solve the matrix for the unknown concentrations at the new time step. The computer program pesented is designed to compute the concentration of a water-quality constituent at any point and at any preselected time in a one-dimensional stream. The model is driven by the inflowing concentration of solute at the upstream boundary and is influenced by the solute entering the stream from tributaries and lateral ground-water inflow and from a source or sink. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7818","usgsCitation":"Land, L.F., 1978, Unsteady solute-transport simulation in streamflow using a finite-difference model: U.S. Geological Survey Water-Resources Investigations Report 78-18, iii, 54 p. , https://doi.org/10.3133/wri7818.","productDescription":"iii, 54 p. ","costCenters":[],"links":[{"id":369492,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0018/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159331,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0018/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e397c","contributors":{"authors":[{"text":"Land, Larry F.","contributorId":60612,"corporation":false,"usgs":true,"family":"Land","given":"Larry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199440,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28027,"text":"wri7837 - 1978 - Preliminary appraisal of the geohydrologic aspects of drainage wells, Orlando area, central Florida","interactions":[],"lastModifiedDate":"2018-03-30T15:34:15","indexId":"wri7837","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-37","title":"Preliminary appraisal of the geohydrologic aspects of drainage wells, Orlando area, central Florida","docAbstract":"<p>The Floridan aquifer contains two highly transmissive cavernous zones in the Orlando area: an upper producing zone about 150-600 feet below land surface; and a lower producing zone about 1,100-1,500 feet below land surface. Natural head differences are downward and there is hydraulic connection between the two producing zones. Drainage wells are finished open-end into the upper producing zone and emplace surface waters directly into that zone by gravity. Quantitatively, their use constitutes an effective method of artificial recharge. Their negative aspects relate to the probably poor, but unknown, quality of the recharge water. Caution is suggested in drawing definite and final conclusions on the overall geohydrologic and environmental effects of drainage wells prior to the collection and interpretation of a considerable quantity of new data. Though few ground-water pollution problems have been documented to date, the potential for such pollution should be seriously considered in light of the prob-able continuing need to use drainage wells; the probable volumes and quality of water involved; and the hydraulic relations between the two producing zones.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7837","usgsCitation":"Kimrey, J.O., 1978, Preliminary appraisal of the geohydrologic aspects of drainage wells, Orlando area, central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-37, iv, 24 p., https://doi.org/10.3133/wri7837.","productDescription":"iv, 24 p.","costCenters":[],"links":[{"id":158821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","city":"Orlando","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.58172607421875,\n              28.401064827220896\n            ],\n            [\n              -81.23222351074219,\n              28.401064827220896\n            ],\n            [\n              -81.23222351074219,\n              28.699020111484817\n            ],\n            [\n              -81.58172607421875,\n              28.699020111484817\n            ],\n            [\n              -81.58172607421875,\n              28.401064827220896\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca2a","contributors":{"authors":[{"text":"Kimrey, Joel O.","contributorId":96262,"corporation":false,"usgs":true,"family":"Kimrey","given":"Joel","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":199090,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28940,"text":"wri7851 - 1978 - Physiography and surficial geology of the copper-nickel study region, northeastern Minnesota","interactions":[],"lastModifiedDate":"2024-01-08T22:28:23.652704","indexId":"wri7851","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-51","title":"Physiography and surficial geology of the copper-nickel study region, northeastern Minnesota","docAbstract":"<p>The Copper-Nickel study region lies in the Superior Upland physiographic province and is located approximately 60 miles north of Duluth and 100 miles southeast of International Falls, Minnesota. It straddles the Laurentian Divide, which separates Hudson Bay and Lake Superior drainage. The topography exhibits a southwesterly trending lineation that parallels the strike of southeastward-dipping bedrock units and the southwestward direction of ice movement during Pleistocene glaciation. For this study, the region has been divided into seven physiographic areas based on geomorphic features related to the bedrock surface, glacial deposits, and hydrogeologic significance.</p>\n<p>The surficial geology is largely a result of two southwestward advances of the Rainy Lobe of the Laurentian ice sheet. The Toimi Drumlin Field, the oldest glacial deposit, covers much of the southern part of the region. It is bounded on the north by the Vermilion Moraine Complex, an east-west trending series of terminal and recessional moraines that mark the southerly extent of the second advance of the Rainy Lobe. Thin ground moraine and small outwash deposits occur both within and north of the Vermilion Moraine Complex except in the Embarrass and Dunka River basins where outwash deposits up to 200 feet in thickness fill a deep bedrock valley.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri7851","collaboration":"Prepared in cooperation with Minnesota Environmental Quality Board Copper-Nickel Study Staff","usgsCitation":"Olcott, P.G., and Siegel, D.I., 1978, Physiography and surficial geology of the copper-nickel study region, northeastern Minnesota: U.S. Geological Survey Water-Resources Investigations Report 78-51, Document: iv, 22 p.; 3 Plates: 20.99 x 25.11 inches or smaller, https://doi.org/10.3133/wri7851.","productDescription":"Document: iv, 22 p.; 3 Plates: 20.99 x 25.11 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":424201,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35256.htm","linkFileType":{"id":5,"text":"html"}},{"id":95737,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0051/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":95735,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":95734,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158311,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0051/report-thumb.jpg"},{"id":95736,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0051/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92.25,\n              47.75\n            ],\n            [\n              -91.916667,\n              47.75\n            ],\n            [\n              -91.75,\n              47.916667\n            ],\n            [\n              -91.5,\n              47.77\n            ],\n            [\n              -91.5,\n              47.5\n            ],\n            [\n              -91.75,\n              47.5\n            ],\n            [\n              -91.75,\n              47.25\n            ],\n            [\n              -92.25,\n              47.25\n            ],\n            [\n              -92.25,\n              47.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685996","contributors":{"authors":[{"text":"Olcott, P. G.","contributorId":79903,"corporation":false,"usgs":true,"family":"Olcott","given":"P.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200651,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Siegel, D. I.","contributorId":77562,"corporation":false,"usgs":true,"family":"Siegel","given":"D.","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":200650,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3402,"text":"cir770 - 1978 - Water-quality indices for specific water uses","interactions":[],"lastModifiedDate":"2012-02-02T00:05:41","indexId":"cir770","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"770","title":"Water-quality indices for specific water uses","docAbstract":"Water-quality indices were developed to assess waters for two specific uses--public water supply and irrigation. The assessment for a spcific water use is based on the availability f (of (1) a set of limits for each water quality property selected, (2) a rationale for selection, and (3) information that permits one to appraise the relationship of the concentration of the selected property to the suitability of the specific water use. The selected properties are divided into two classes: Type-I properties, those normaly considered toxic at low concentrations, and type-II properties, those which affect aesthetic conditions or which at high concentrations can be considered toxic or would otherwise render the water unfit for its intended use. (Woodard-USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, Geological Survey,","doi":"10.3133/cir770","usgsCitation":"Stoner, J., 1978, Water-quality indices for specific water uses: U.S. Geological Survey Circular 770, iii, 12 p. :ill. ;26 cm. , https://doi.org/10.3133/cir770.","productDescription":"iii, 12 p. :ill. ;26 cm. ","costCenters":[],"links":[{"id":139306,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1978/0770/report-thumb.jpg"},{"id":30419,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1978/0770/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e5539","contributors":{"authors":[{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":146832,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10428,"text":"ofr77684 - 1978 - Summary of water resources for the Campo, Cuyapaipe, La Posta, and Manzanita Indian Reservations and vicinity, San Diego County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr77684","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-684","title":"Summary of water resources for the Campo, Cuyapaipe, La Posta, and Manzanita Indian Reservations and vicinity, San Diego County, California","docAbstract":"Since 1945, precipitation and runoff in California on the Campo, Cuyapaipe, La Posta, and Manzanita Indian Reservations and surrounding areas generally have been below normal, and ground-water levels are declining. Most of the water is of excellent quality. The analysis of water from one well on the Campo Reservation indicates a concentration of nitrate that exceeds the recommended limit established in 1972 by the U.S. Environmental Protection Agency. Most wells and springs in the study area yield water for domestic purposes. The yields range from less than 1 gallon per minute to 210 gallons per minute. Most of the water is produced from shallow aluvial-filled channels or from consolidated rocks that are deeply weathered locally or highly fractured. The well data show that insufficient water is available on the four reservations for large-scale irrigation. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr77684","usgsCitation":"Moyle, W., and Downing, D., 1978, Summary of water resources for the Campo, Cuyapaipe, La Posta, and Manzanita Indian Reservations and vicinity, San Diego County, California: U.S. Geological Survey Open-File Report 77-684, iv, 43 p. :ill., maps (1 fold. in envelope) ;27 cm.; (39 p., 1 sheet - PGS), https://doi.org/10.3133/ofr77684.","productDescription":"iv, 43 p. :ill., maps (1 fold. in envelope) ;27 cm.; (39 p., 1 sheet - PGS)","costCenters":[],"links":[{"id":145698,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0684/report-thumb.jpg"},{"id":38284,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1977/0684/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38285,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0684/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db697f16","contributors":{"authors":[{"text":"Moyle, W. R.","contributorId":27421,"corporation":false,"usgs":true,"family":"Moyle","given":"W. R.","affiliations":[],"preferred":false,"id":161374,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Downing, D.J.","contributorId":56217,"corporation":false,"usgs":true,"family":"Downing","given":"D.J.","email":"","affiliations":[{"id":16649,"text":"Oak Ridge National Laboratory, Environmental Sciences Division, Oak Ridge, TN 37831-6335, USA","active":true,"usgs":false}],"preferred":false,"id":161375,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":66479,"text":"i896 - 1978 - Geologic map of the Phoenicis Lacus Quadrangle of Mars","interactions":[],"lastModifiedDate":"2023-07-05T11:19:23.959046","indexId":"i896","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"896","title":"Geologic map of the Phoenicis Lacus Quadrangle of Mars","docAbstract":"<p><span class=\"TextRun SCXW190149089 BCX8\" lang=\"EN-US\" xml:lang=\"EN-US\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW190149089 BCX8\">The </span><span class=\"NormalTextRun SCXW190149089 BCX8\">Phoenicis</span> <span class=\"NormalTextRun SCXW190149089 BCX8\">Lacus</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> quadrangle (named Lake of the </span><span class=\"NormalTextRun SCXW190149089 BCX8\">Pheonix</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> by Schiaparelli, 1</span><span class=\"NormalTextRun SCXW190149089 BCX8\">877) includes some of the largest geologic features recognized on the terrestrial planets. </span><span class=\"NormalTextRun SCXW190149089 BCX8\">Arsia</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> and Pavonis Montes, (“South Spot” and “Middle Spot”</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> of Mariner 9) rise 18 and 17 km, respectively, above the surrounding plateau</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> to an elevation of about 27 km above the 6.1 millibar base level. These mountains and </span><span class=\"NormalTextRun SCXW190149089 BCX8\">the </span><span class=\"NormalTextRun SCXW190149089 BCX8\">two large volcanoes </span><span class=\"NormalTextRun SCXW190149089 BCX8\">Ascraeus</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> and Olympus Montes, located outside the quadrangle to the north, are also about 27 km in height</span><span class=\"NormalTextRun SCXW190149089 BCX8\">,</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> about three times as high as any </span><span class=\"NormalTextRun SCXW190149089 BCX8\">volcano on Earth. </span><span class=\"NormalTextRun SCXW190149089 BCX8\">The summit caldera</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> of </span><span class=\"NormalTextRun SCXW190149089 BCX8\">Arsia</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> Mons. </span><span class=\"NormalTextRun SCXW190149089 BCX8\">m</span><span class=\"NormalTextRun SCXW190149089 BCX8\">ore than 100 km in diameter, is the largest known. Syria and Sinai Plana are part of </span><span class=\"NormalTextRun SCXW190149089 BCX8\">t</span><span class=\"NormalTextRun SCXW190149089 BCX8\">he highest plat</span><span class=\"NormalTextRun SCXW190149089 BCX8\">eau on Mars, the </span><span class=\"NormalTextRun SCXW190149089 BCX8\">Tharsis</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> plateau; their relative elevation, 10 km</span><span class=\"NormalTextRun SCXW190149089 BCX8\">, is twice that of the Tibetan Plateau, the highest plateau on Earth</span><span class=\"NormalTextRun SCXW190149089 BCX8\">. Noctis </span><span class=\"SpellingError SCXW190149089 BCX8\">Labyrinthus</span><span class=\"NormalTextRun SCXW190149089 BCX8\">, the great system of </span><span class=\"NormalTextRun SCXW190149089 BCX8\">fault</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> valleys</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> at the we</span><span class=\"NormalTextRun SCXW190149089 BCX8\">st</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> end of </span><span class=\"NormalTextRun SCXW190149089 BCX8\">Valles</span> <span class=\"SpellingError SCXW190149089 BCX8\">Marineris</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> which is located </span><span class=\"NormalTextRun SCXW190149089 BCX8\">o</span><span class=\"NormalTextRun SCXW190149089 BCX8\">u</span><span class=\"NormalTextRun SCXW190149089 BCX8\">tside the quadrangle to the east, displays a more clearly developed system of faults tha</span><span class=\"NormalTextRun SCXW190149089 BCX8\">n</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> the largest continental fault system on Earth, the East African</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> rift valleys. The land slopes down to the northwest into </span><span class=\"NormalTextRun SCXW190149089 BCX8\">Amazonis</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> Planitia</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> (fig. 1); the difference in elevation between </span><span class=\"NormalTextRun SCXW190149089 BCX8\">the volcanic peaks and </span><span class=\"NormalTextRun SCXW190149089 BCX8\">Amazonis</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> low plains is greater than the relief form the top of the Andes to the bottom of the Peruvian trench. Th</span><span class=\"NormalTextRun SCXW190149089 BCX8\">is great</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> slope on Mars is </span><span class=\"AdvancedProofingIssue SCXW190149089 BCX8\">similar to</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> the continental shelf and slope that marks the transition bet</span><span class=\"NormalTextRun SCXW190149089 BCX8\">ween</span><span class=\"NormalTextRun SCXW190149089 BCX8\"> the continents and ocean basin floors of the Ear</span><span class=\"NormalTextRun SCXW190149089 BCX8\">th.</span></span><span class=\"EOP SCXW190149089 BCX8\" data-ccp-props=\"{&quot;201341983&quot;:0,&quot;335559739&quot;:160,&quot;335559740&quot;:259}\">&nbsp;</span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i896","usgsCitation":"Masursky, H., Dial, A.L., and Strobell, M., 1978, Geologic map of the Phoenicis Lacus Quadrangle of Mars: U.S. Geological Survey IMAP 896, 1 Plate: 65.33 × 46.67 inches, https://doi.org/10.3133/i896.","productDescription":"1 Plate: 65.33 × 46.67 inches","costCenters":[],"links":[{"id":438992,"rank":3,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P9PLWWOF","text":"USGS data release","linkHelpText":"Geologic map of the Phoenicis Lacus Quadrangle of Mars"},{"id":187885,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101340,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0896/plate-1.pdf","size":"10147","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000000","otherGeospatial":"Mars, Phoenicis Lacus","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af0e4b07f02db691770","contributors":{"authors":[{"text":"Masursky, Harold","contributorId":94304,"corporation":false,"usgs":true,"family":"Masursky","given":"Harold","email":"","affiliations":[],"preferred":false,"id":274593,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dial, A. L. Jr.","contributorId":74458,"corporation":false,"usgs":true,"family":"Dial","given":"A.","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":274592,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Strobell, M.E.","contributorId":61819,"corporation":false,"usgs":true,"family":"Strobell","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":274591,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":66788,"text":"i1064 - 1978 - Bedrock geologic map of the Mars Hill Quadrangle and vicinity, Aroostook County, Maine","interactions":[],"lastModifiedDate":"2012-02-10T00:11:19","indexId":"i1064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1064","subseriesTitle":"NONE","title":"Bedrock geologic map of the Mars Hill Quadrangle and vicinity, Aroostook County, Maine","language":"ENGLISH","doi":"10.3133/i1064","usgsCitation":"Pavlides, L., 1978, Bedrock geologic map of the Mars Hill Quadrangle and vicinity, Aroostook County, Maine: U.S. Geological Survey IMAP 1064, 1 map : col. ;69 x 61 cm., https://doi.org/10.3133/i1064.","productDescription":"1 map : col. ;69 x 61 cm.","costCenters":[],"links":[{"id":106590,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_8923.htm","linkFileType":{"id":5,"text":"html"},"description":"8923"},{"id":188667,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"62500","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -68.25,46.5 ], [ -68.25,47 ], [ -67.75,47 ], [ -67.75,46.5 ], [ -68.25,46.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db6362ee","contributors":{"authors":[{"text":"Pavlides, Louis","contributorId":79444,"corporation":false,"usgs":true,"family":"Pavlides","given":"Louis","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":275082,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9442,"text":"ofr78927 - 1978 - Isotopic and chemical data from carbonate cements in surface rocks over and near four Oklahoma oil fields","interactions":[],"lastModifiedDate":"2012-02-02T00:06:09","indexId":"ofr78927","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-927","title":"Isotopic and chemical data from carbonate cements in surface rocks over and near four Oklahoma oil fields","docAbstract":"Carbonate cements in outcropping sandstones overlying the Doyle, Fox-Graham, Velma, and part of Wheeler oil fields, Oklahoma, were analyzed for their C13/ 12, 018/016, iron, and manganese compositions. The peculiar areal distribution of the values obtained is interpreted to be the direct result of hydrocarbon microseepage.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr78927","usgsCitation":"Henry, M.E., and Donovan, T.J., 1978, Isotopic and chemical data from carbonate cements in surface rocks over and near four Oklahoma oil fields: U.S. Geological Survey Open-File Report 78-927, 17 leaves :maps ;27 cm.; (20 p. - PGS), https://doi.org/10.3133/ofr78927.","productDescription":"17 leaves :maps ;27 cm.; (20 p. - PGS)","costCenters":[],"links":[{"id":141022,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0927/report-thumb.jpg"},{"id":37152,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0927/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e499fe4b07f02db5bceae","contributors":{"authors":[{"text":"Henry, Mitchell E.","contributorId":57447,"corporation":false,"usgs":true,"family":"Henry","given":"Mitchell","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159691,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Donovan, Terrence J.","contributorId":71529,"corporation":false,"usgs":true,"family":"Donovan","given":"Terrence","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":159692,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}