Ground-water data for the Baker County-northern Malheur area, Oregon, are tabulated for the Bureau of Land Management. The data include well and spring records, a well-location map, drillers' logs of wells, observation-well hydrographs, and chemical analyses of ground-water samples. The reported yields of wells and springs in the area ranged from less than 1 to 2,500 gallons per minute. Dissolved solids in ground-water samples ranged from 50 to 1,587 milligrams per liter, and arsenic ranged from 0.001 to 0.317 milligrams per liter.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79695","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Collins, C.A., 1979, Ground-water data in the Baker County-northern Malheur County area, Oregon: U.S. Geological Survey Open-File Report 79-695, Report: v, 28 p.; 1 Plate: 42.68 x 51.30 inches, https://doi.org/10.3133/ofr79695.","productDescription":"Report: v, 28 p.; 1 Plate: 42.68 x 51.30 inches","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":403535,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0695/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":403532,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0695/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141439,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0695/report-thumb.jpg"}],"country":"United States","state":"Oregon","county":"Baker County, Malheur County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -118.421630859375,\n 43.667871610117494\n ],\n [\n -116.94946289062499,\n 43.667871610117494\n ],\n [\n -116.94946289062499,\n 45.01918507438176\n ],\n [\n -118.421630859375,\n 45.01918507438176\n ],\n [\n -118.421630859375,\n 43.667871610117494\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cf51","contributors":{"authors":[{"text":"Collins, C. A.","contributorId":43731,"corporation":false,"usgs":true,"family":"Collins","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":157631,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9301,"text":"ofr79979 - 1979 - Hydrologic data for wells, springs, and streams in Boulder County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:10","indexId":"ofr79979","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-979","title":"Hydrologic data for wells, springs, and streams in Boulder County, Colorado","docAbstract":"Hydrologic data collected in 1975-77 as part of a comprehensive water-resources investigation of Boulder County, Colo., by the U.S. Geological Survey in cooperation with the Boulder County Health Department and the Colorado Geological Survey are presented in this report. The data, in tabular and graphic form, consist of water-quality analyses of selected constituents and geohydrologic-site, water-treatment, and sewage-treatment data for 609 wells and 48 springs; water-quality analyses for 102 of the wells and 9 of the springs; water-quality analyses of streamflow from 34 sites; and specific conductance and water-temperature measurements of streamflow from 3 sites. State and local officials in Boulder County may find these data useful in planning for residential, commercial, and industrial development. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79979","usgsCitation":"Hall, D.C., Boyd, E.L., and Cain, D., 1979, Hydrologic data for wells, springs, and streams in Boulder County, Colorado: U.S. Geological Survey Open-File Report 79-979, iv, 110 p. :ill., maps (1 fold. in pocket) ;28 cm., https://doi.org/10.3133/ofr79979.","productDescription":"iv, 110 p. :ill., maps (1 fold. in pocket) ;28 cm.","costCenters":[],"links":[{"id":110106,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_30424.htm","linkFileType":{"id":5,"text":"html"},"description":"30424"},{"id":140898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0979/report-thumb.jpg"},{"id":37015,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0979/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37016,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0979/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607c22","contributors":{"authors":[{"text":"Hall, Dennis C.","contributorId":95473,"corporation":false,"usgs":true,"family":"Hall","given":"Dennis","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":159446,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Boyd, Elaine L.","contributorId":103277,"corporation":false,"usgs":true,"family":"Boyd","given":"Elaine","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":159448,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":159447,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":8383,"text":"ofr791260 - 1979 - A summary of measured hydraulic data for the series of steady and unsteady flow experiments over patterned roughness","interactions":[],"lastModifiedDate":"2012-02-02T00:06:03","indexId":"ofr791260","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1260","title":"A summary of measured hydraulic data for the series of steady and unsteady flow experiments over patterned roughness","docAbstract":"This report summarizes and makes available to other investigators the measured hydraulic data collected during a series of experiments designed to study the effect of patterned bed roughness on steady and unsteady open-channel flow. The patterned effect of the roughness was obtained by clear-cut mowing of designated areas of an otherwise fairly dense coverage of coastal Bermuda grass approximately 250 mm high. All experiments were conducted in the Flood Plain Simulation Facility during the period of October 7 through December 12, 1974. Data from 18 steady flow experiments and 10 unsteady flow experiments are summarized. Measured data included are ground-surface elevations, grass heights and densities, water-surface elevations and point velocities for all experiments. Additional tables of water-surface elevations and measured point velocities are included for the clear-cut areas for most experiments. One complete set of average water-surface elevations and one complete set of measured point velocities are tabulated for each steady flow experiment. Time series data, on a 2-minute time interval, are tabulated for both water-surface elevations and point velocities for each unsteady flow experiment. All data collected, including individual records of water-surface elevations for the steady flow experiments, have been stored on computer disk storage and can be retrieved using the computer programs listed in the attachment to this report. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791260","usgsCitation":"Collins, D.L., and Flynn, K.M., 1979, A summary of measured hydraulic data for the series of steady and unsteady flow experiments over patterned roughness: U.S. Geological Survey Open-File Report 79-1260, 2 v.; 1419 p. :ill. ;28 cm., https://doi.org/10.3133/ofr791260.","productDescription":"2 v.; 1419 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":140571,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a60c9","contributors":{"authors":[{"text":"Collins, Dannie L.","contributorId":77925,"corporation":false,"usgs":true,"family":"Collins","given":"Dannie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":157635,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flynn, Kathleen M.","contributorId":43756,"corporation":false,"usgs":true,"family":"Flynn","given":"Kathleen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":157634,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10283,"text":"ofr791569 - 1979 - Investigations needed to stimulate the development of Jordan's mineral resources","interactions":[],"lastModifiedDate":"2014-05-23T15:50:06","indexId":"ofr791569","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1569","title":"Investigations needed to stimulate the development of Jordan's mineral resources","docAbstract":"The level of living that any society can attain is a direct function of the use it makes of all kinds of raw materials (soil, water, metals, nonmetals, etc.), all kinds of energy (both animate and inanimate), and all kinds of human ingenuity; and is an inverse function of the size of the population that must share the collective product. The relation between raw materials, energy and ingenuity is such that use of a large amount of one may offset the need for large amounts of others. The most vital raw materials are water, soil, and construction materials, for these are needed in large quantities and are hard to import. Metals, chemicals, and inanimate energy are necessary for industrialization. The more of these minerals a nation possess, the better, but not nation can hope to be self-sufficient in all of the m and therefore must trade for some essential materials.
\nJordan’s natural resources have been little explored. The grantitc-metamorphic terrane in the southeastern part of the Kingdom could contain deposits of tungsten, rare earths, feldspar, mica, fluorite etc. and the sedimentary terrane over much of the rest of the county is favorable for the occurrence of oil. Even if none of these minerals is found, however, Jordan’s other mineral resource, if fully explored and developed in the light of modern technology, will support a far higher level of living than her people now enjoy. Very likely she can increase her rainfall by about 10 percent by cloud seeding, and she undeveloped supplies in both surface and ground water that are sufficient to nearly double her usable water supply. Even if she does not have oil or have it in large quantities, she can buy it cheaply from neighboring counties, and in addition has undeveloped sources of hydroelectric power, large reserves of bituminous limestone, large reserves of nuclear power as uranium in phosphate rock, and can use solar and wind power for special purposes. Her large supplies of construction, fertilizer, and other chemical raw materials will not only satisfy her own needs, but will yield both raw materials and some manufactured products for export. And she has valuable resource of touristic interest in the form of incomparable scenery, antiquities, and holy places, which, if properly advertised, could well become her largest single source of foreign currency. Revenues obtained from this source and from the export of agricultural products, nonmetallic minerals, and mineral products should support foreign oil purchase of oil, machinery, and other products not mined or produced internally.
\nFull development of Jordan’s economic potential will take years to achieve and involves many complex activities. One of the most essential is one that can be pressed in the early years, namely the gathering of facts and basic data concerning the character, extent, and distribution of her resources, and the uses that can be made of them. Without each fundamental data or the understanding of their meaning or the ways to use and apply them, costly developmental projects and similar efforts to raise the level of living are likely to have limited success at best.
\nBasic data and mineral resources are best gathered and published by permanent government agencies, for private organizations and individual cannot afford to take the risks involved in gathering data that may not have an immediate economic return; and even if private parties do collect such data they are not likely to make them general available.
\nOf the activities needed in the field of mineral resources, some are already underway as the established function of government agencies. No bureau however, seems to have responsibility for making geologic maps and for gathering data on such things as steam flow, composition and properties of minerals and rocks, or for investigating the uses to which Jordan’s minerals might be put. To satisfy these needs, a Geological Survey and a Bureau of Mineral Industries should be formed and placed in operation as quickly as possible.
\nThe task of collecting and interpreting basic data or mineral resources must be done largely by Jordanians, for only in this way will Jordan acquire the technical competence needed to use the information. Few Jordanians have enough training or experience to work independently in these fields now, however, so help from outside technicians would be necessary over an initial training period of several years. But the number of outside technicians should never exceed the number of Jordanian technicians, and for this reason, neither organization could have a staff of more than a few people during the early years of operation.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791569","collaboration":"Prepared under the auspices of the Government of Jordan and the International Cooperation Administration U.S. Department of State","usgsCitation":"McKelvey, V., 1979, Investigations needed to stimulate the development of Jordan's mineral resources: U.S. Geological Survey Open-File Report 79-1569, Report: iii, 164 p.; 1 Plate: 10.46 x 5.13 inches, https://doi.org/10.3133/ofr791569.","productDescription":"Report: iii, 164 p.; 1 Plate: 10.46 x 5.13 inches","numberOfPages":"173","costCenters":[],"links":[{"id":143390,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1569/report-thumb.jpg"},{"id":275694,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1569/report.pdf"},{"id":275695,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1569/plate-1.pdf"}],"country":"Jordan","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 34.9583,29.185 ], [ 34.9583,33.3747 ], [ 39.3012,33.3747 ], [ 39.3012,29.185 ], [ 34.9583,29.185 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667597","contributors":{"authors":[{"text":"McKelvey, V.E.","contributorId":85161,"corporation":false,"usgs":true,"family":"McKelvey","given":"V.E.","email":"","affiliations":[],"preferred":false,"id":161134,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10276,"text":"ofr79675 - 1979 - Uranium results for 147 water samples from the Elkhorn Wilderness Study Area, Montana","interactions":[],"lastModifiedDate":"2022-07-08T19:05:06.292418","indexId":"ofr79675","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-675","title":"Uranium results for 147 water samples from the Elkhorn Wilderness Study Area, Montana","docAbstract":"One hundred forty seven water samples were corrected from the Elkhorn Wilderness during the summer of 1977 as a part of a mineral resource assessment study. Each sample was analyzed for uranium. Specific conductance and pH were also measured. Sample analyses and site locations are presented in this report.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79675","usgsCitation":"McHugh, J., and Miller, W.R., 1979, Uranium results for 147 water samples from the Elkhorn Wilderness Study Area, Montana: U.S. Geological Survey Open-File Report 79-675, 11 p., https://doi.org/10.3133/ofr79675.","productDescription":"11 p.","costCenters":[],"links":[{"id":403292,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0675/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142611,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0675/report-thumb.jpg"}],"country":"United States","state":"Montana","otherGeospatial":"Elkhorn Wilderness Study Area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.1,\n 46.2\n ],\n [\n -111.6,\n 46.2\n ],\n [\n -111.6,\n 46.56\n ],\n [\n -112.1,\n 46.56\n ],\n [\n -112.1,\n 46.2\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db6053a0","contributors":{"authors":[{"text":"McHugh, John B.","contributorId":64651,"corporation":false,"usgs":true,"family":"McHugh","given":"John B.","affiliations":[],"preferred":false,"id":161123,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, William R.","contributorId":53838,"corporation":false,"usgs":true,"family":"Miller","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":161122,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10273,"text":"ofr79429 - 1979 - Portable field kit for determining uranium in water","interactions":[],"lastModifiedDate":"2012-02-02T00:06:22","indexId":"ofr79429","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-429","title":"Portable field kit for determining uranium in water","docAbstract":"The pressing need for on-site field analyses of the uranium content of surface and ground waters has promoted the development of a simple, light-weight, relatively cheap, portable kit to make such determinations in the field. Forty to sixty water samples per day can be analyzed for uranium to less than 0.2 parts per billion. The kit was tested in the field with excellent results.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79429","usgsCitation":"McHugh, J., 1979, Portable field kit for determining uranium in water: U.S. Geological Survey Open-File Report 79-429, 14 p. ;28 cm., https://doi.org/10.3133/ofr79429.","productDescription":"14 p. ;28 cm.","costCenters":[],"links":[{"id":142596,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0429/report-thumb.jpg"},{"id":38130,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0429/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c6a5","contributors":{"authors":[{"text":"McHugh, John B.","contributorId":64651,"corporation":false,"usgs":true,"family":"McHugh","given":"John B.","affiliations":[],"preferred":false,"id":161116,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9345,"text":"ofr791295 - 1979 - Stormwater-runoff data for a multifamily residential area, Dade County, Florida","interactions":[],"lastModifiedDate":"2024-03-11T18:19:17.527384","indexId":"ofr791295","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1295","title":"Stormwater-runoff data for a multifamily residential area, Dade County, Florida","docAbstract":"Rainfall, stormwater discharge, and water-quality data for a multifamily residential area in Dade County, Florida, are summarized in this report. Loads for 19 water-quality constituents were computed for runoff from 16 storms from May 1977 through June 1978. The 14.7 acre basin contains apartment buildings with adjacent parking lots. The total surface area consists of 70.7 percent impervious material.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791295","collaboration":"Prepared in cooperation with Dade County and South Florida Water Management District","usgsCitation":"Hardee, J., Miller, R.A., and Mattraw, H.C., 1979, Stormwater-runoff data for a multifamily residential area, Dade County, Florida: U.S. Geological Survey Open-File Report 79-1295, iii, 68 p., https://doi.org/10.3133/ofr791295.","productDescription":"iii, 68 p.","costCenters":[],"links":[{"id":426502,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1295/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143040,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1295/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Dade County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -80.45440907343821,\n 25.74844933148239\n ],\n [\n -80.45440907343821,\n 25.55776876638312\n ],\n [\n -80.27156028104856,\n 25.55776876638312\n ],\n [\n -80.27156028104856,\n 25.74844933148239\n ],\n [\n -80.45440907343821,\n 25.74844933148239\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1592","contributors":{"authors":[{"text":"Hardee, Jack","contributorId":99554,"corporation":false,"usgs":true,"family":"Hardee","given":"Jack","email":"","affiliations":[],"preferred":false,"id":159516,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Robert A.","contributorId":52938,"corporation":false,"usgs":true,"family":"Miller","given":"Robert","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":159515,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mattraw, Harold C. Jr.","contributorId":20719,"corporation":false,"usgs":true,"family":"Mattraw","given":"Harold","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":159514,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":8419,"text":"ofr791291 - 1979 - Hydrogeologic features of the alluvial deposits in the Nowood River drainage area, Bighorn Basin, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:06:07","indexId":"ofr791291","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1291","title":"Hydrogeologic features of the alluvial deposits in the Nowood River drainage area, Bighorn Basin, Wyoming","docAbstract":"In the Nowood River drainage area, Wyoming, the principal deposits comprising the alluvial aquifer include the flood-plain and younger (generally undissected) alluvial-fan deposits and a unique boulder-fan gravel. Other deposits mapped, but virtually nonwater yielding, are the older (dissected) alluvial-fan, pediment, and terrace deposits. Terraces are capped by gravel and form levels at 30-40, 45-100, 120-150, 200-260, and 280-330 feet above the Nowood River. The thickness of the alluvial aquifer indicated from the sparse well-log data and 42 surface resistivity measurements is between 25 and 50 feet along the Nowood River and more than 60 feet along Tensleep and Paint Rock Creeks. The resistivity measurements indicate a buried bedrock ridge below the boulder-fan gravel between Paint Rock and Medicine Lodge Creeks and a buried channel filled by alluvium along Tensleep Creek. Well yields from the alluvial aquifer are estimated to be low. The most favorable areas for ground-water development are from the flood-plain alluvium along Tensleep Creek and from the boulder-fan gravel and adjoining flood-plain alluvium along Paint Rock and Medicine Creeks. Along the Nowood River the flood-plain alluvium, although its yields are small, has the best potential for ground-water development. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791291","usgsCitation":"Cooley, M.E., and Head, W.J., 1979, Hydrogeologic features of the alluvial deposits in the Nowood River drainage area, Bighorn Basin, Wyoming (WRI/OFR): U.S. Geological Survey Open-File Report 79-1291, v, 60 p. :ill., maps (4 fold. in pocket) ;27 cm., https://doi.org/10.3133/ofr791291.","productDescription":"v, 60 p. :ill., maps (4 fold. in pocket) ;27 cm.","costCenters":[],"links":[{"id":141485,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1291/report-thumb.jpg"},{"id":35988,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1291/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35989,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1291/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1291/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627df4","contributors":{"authors":[{"text":"Cooley, M. E.","contributorId":89868,"corporation":false,"usgs":true,"family":"Cooley","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":157680,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Head, William J.","contributorId":96686,"corporation":false,"usgs":true,"family":"Head","given":"William","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":157681,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9369,"text":"ofr79553 - 1979 - Magnitude and frequency of floods in western Oregon","interactions":[],"lastModifiedDate":"2017-02-07T09:24:39","indexId":"ofr79553","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-553","title":"Magnitude and frequency of floods in western Oregon","docAbstract":"A method for estimating the magnitude and frequency of floods is presented for unregulated streams in western Oregon. Equations relating flood magnitude to basin characteristics were developed for exceedance probabilities of 0.5 to 0.01 (2- to 100-year recurrence intervals). Separate equations are presented for four regions: Coast, Willamette, Rogue-Umpqua, and High Cascades. Also presented are values of flood discharges for selected exceedance probabilities and of basin characteristics for all gaging stations used in the analysis. Included are data for 230 stations in Oregon, 6 stations in southwestern Washington, and 3 stations in northwestern California. Drainage areas used in the analysis range from 0.21 to 7,280 square miles. Also included are maximum discharges for all western Oregon stations used in the analysis. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79553","usgsCitation":"Harris, D.D., Hubbard, L.L., and Hubbard, L.E., 1979, Magnitude and frequency of floods in western Oregon: U.S. Geological Survey Open-File Report 79-553, v, 51 p., 2 sheets :ill., maps (2 fold. in pocket) ;27 cm., https://doi.org/10.3133/ofr79553.","productDescription":"v, 51 p., 2 sheets :ill., maps (2 fold. in pocket) ;27 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":37082,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0553/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37080,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0553/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141432,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0553/report-thumb.jpg"},{"id":37081,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0553/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649622","contributors":{"authors":[{"text":"Harris, David Dell","contributorId":24338,"corporation":false,"usgs":true,"family":"Harris","given":"David","email":"","middleInitial":"Dell","affiliations":[],"preferred":false,"id":159557,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hubbard, Larry L.","contributorId":91492,"corporation":false,"usgs":true,"family":"Hubbard","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":159559,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hubbard, Lawrence E.","contributorId":57848,"corporation":false,"usgs":true,"family":"Hubbard","given":"Lawrence","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159558,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":9373,"text":"ofr791170 - 1979 - Availability of supplemental water supplies at salmonid fish-propagation stations in Wisconsin","interactions":[],"lastModifiedDate":"2015-10-08T14:07:43","indexId":"ofr791170","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1170","title":"Availability of supplemental water supplies at salmonid fish-propagation stations in Wisconsin","docAbstract":"Supplemental water supplies are available at all the 12 fish-propagation stations. At seven of the stations water may be obtained by diverting or impounding streams. Ground water is available from glacial sand-and-gravel aquifers at all the stations and from sandstone aquifers at 7 of the 12 stations. Probable well yields range from 100 to 1,000 gallons per minute from the sand and gravel and from 50 to 1,000 gallons per minute from the sandstone.
\nThe response of pumping 1,600 gallons per minute from a ground-water source at Crystal Springs, Langlade, Nevin, and Osceola was estimated by a digital model. Estimated drawdown after 10 years of pumping ranged from 10 to 28 feet (6 to 35 percent of the saturated thickness of the aquifers).
","language":"English","publisher":"Geological Survey","doi":"10.3133/ofr791170","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Harr, C.A., and Novitzki, R., 1979, Availability of supplemental water supplies at salmonid fish-propagation stations in Wisconsin: U.S. Geological Survey Open-File Report 79-1170, iv, 13 p., https://doi.org/10.3133/ofr791170.","productDescription":"iv, 13 p.","numberOfPages":"17","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":141455,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1170/report-thumb.jpg"},{"id":37087,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1170/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","city":"Bayfield, Brule, Crystal Springs, Hayward, Lakewood, Langlade, Nevin, Osceola, Thunder River, Westfield, Wild 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667e8f","contributors":{"authors":[{"text":"Harr, C. Albert","contributorId":28978,"corporation":false,"usgs":true,"family":"Harr","given":"C.","email":"","middleInitial":"Albert","affiliations":[],"preferred":false,"id":159566,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Novitzki, R.P.","contributorId":73986,"corporation":false,"usgs":true,"family":"Novitzki","given":"R.P.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":159567,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8420,"text":"ofr791496 - 1979 - Effects of uranium development on erosion and associated sedimentation in southern San Juan Basin, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:06:07","indexId":"ofr791496","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1496","title":"Effects of uranium development on erosion and associated sedimentation in southern San Juan Basin, New Mexico","docAbstract":"A reconnaissance was made of some of the effects of uranium development on erosion and associated sedimentation in the southern San Juan Basin, where uranium development is concentrated. In general, the effects of exploration on erosion are minor, although erosion may be accelerated by the building of access roads, by activities at the drilling sites, and by close concentration of drilling sites. Areas where the greatest effects on erosion and sedimentation from mining and milling operations have occurred are: (1) in the immediate vicinity of mines and mills, (2) near waste piles, and (3) in stream channels where modifications, such as changes in depth have been caused by discharge of excess mine and mill water. Collapse of tailings piles could result in localized but excessive erosion and sedimentation.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791496","usgsCitation":"Cooley, M.E., 1979, Effects of uranium development on erosion and associated sedimentation in southern San Juan Basin, New Mexico: U.S. Geological Survey Open-File Report 79-1496, iii, 25 p. :map, photos. ;28 cm., https://doi.org/10.3133/ofr791496.","productDescription":"iii, 25 p. :map, photos. ;28 cm.","costCenters":[],"links":[{"id":141504,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1496/report-thumb.jpg"},{"id":35991,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1496/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ff5f","contributors":{"authors":[{"text":"Cooley, Maurice E.","contributorId":8077,"corporation":false,"usgs":true,"family":"Cooley","given":"Maurice","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":157682,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10159,"text":"ofr79348 - 1979 - Water budget and mathematical model of the Coconino Aquifer, southern Navajo County, Arizona","interactions":[],"lastModifiedDate":"2018-01-29T11:51:09","indexId":"ofr79348","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-348","title":"Water budget and mathematical model of the Coconino Aquifer, southern Navajo County, Arizona","docAbstract":"The main source of water in the 3,400-square-mile area of southern Navajo County is the large volume of ground water in storage in the Coconino aquifer, which consists of the Coconino Sandstone, the uppermost part of the underlying Supai Formation, and the overlying Kaibab Limestone. The amount of water withdrawn from the aquifer increased from about 13,800 acre-feet in 1960 to 38,400 acre-feet in 1972. As industrial and agricultural development continues, the amount of withdrawal probably will increase greatly.
Aquifer tests indicate that the hydraulic conductivity of the aquifer ranges from 8 to 40 feet per day; however, a flow-net analysis indicates that the hydraulic conductivity may be as much as 80 feet per day in the north-central part of the area. In the southern and central parts of the area the aquifer is unconfined, and the storage coefficient is estimated to be about 0.15. In the northern and eastern parts the aquifer is confined, and the storage coefficient ranges from 0.00013 to 0.0014.
A mathematical model was developed to simulate the groundwater system and to provide a management tool for estimating the effects of present and future ground-water withdrawals. The model indicates that the inflow to and outflow from the aquifer were about 105,600 acre-feet in 1960 prior to extensive ground-water development and that about 192,000 acre-feet of water was derived from groundwater storage between 1960 and 1972. The mathematical model provides an approximation of the Coconino aquifer and can be used to estimate the future response of the aquifer.
As part of a continuing program by the U.S. Geological Survey to collect and chemically analyze representative samples of U.S. coals, 18 samples were collected from the Upper Cretaceous Emery and Ferron Sandstone Members of the Mancos Shale in the Henry Mountains coal field, Wayne and Garfield Counties, Utah (fig. 1). The 18 samples are briefly described in table 1. Thirteen of these samples were collected from seven holes that were drilled in connection with the Henry Mountains EMRIA (Energy Mineral Rehabilitation Inventory and Analyses) study (U.S. Department of the Interior, 1978). The locations of the seven core holes and the four other sampling sites are shown on figure 2.
The Henry Mountains coal field is adjacent to the Henry Mountains of southeastern Utah. The basin is a long, narrow syncline about 110 km long and 24 km wide bounded on the west by the Waterpocket Fold and on the east by the Henry Mountains. The most comprehensive geologic report available on the area is by Hunt and others (1953). Their work included a considerable amount of information on the coal resources. Other work in the area concerning coal or stratigraphy of coal bearing units includes: Doelling (1972), Peterson and Ryder (1975), Doelling (1975), Law (1977; 1978; 1979 a,b), and U.S. Department of the Interior (1978).
In the Henry Mountains field, there are three coal bearing units in rocks of Late Cretaceous age. In ascending order they are the Dakota Sandstone, the Ferron Sandstone Member of the Mancos Shale, and the Emery Sandstone Member of the Mancos Shale. The coal beds of the Henry Mountains coal field originated as layers of peat that were deposited, for the most part, in coastal swamp environments. Individual coal beds are discontinuous and exhibit large variations in thickness and quality. The thickest and most continuous coal beds occur in the Emery Sandstone Member along or near the axis of the Henry Mountains syncline (Law, 1978).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791097","usgsCitation":"Hatch, J.R., Affolter, R.H., and Law, B.E., 1979, Chemical analyses of coal from the Emery and Ferron Sandstone members of the Mancos Shale, Henry Mountains Field, Wayne and Garfield counties, Utah: U.S. Geological Survey Open-File Report 79-1097, 24 p., https://doi.org/10.3133/ofr791097.","productDescription":"24 p.","costCenters":[],"links":[{"id":429468,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1097/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142920,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1097/report-thumb.jpg"}],"country":"United States","state":"Utah","county":"Garfield County, Wayne County","otherGeospatial":"Henry Mountains Field","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -111.566162109375,\n 37.22158045838649\n ],\n [\n -109.7259521484375,\n 37.22158045838649\n ],\n [\n -109.7259521484375,\n 38.496593518947584\n ],\n [\n -111.566162109375,\n 38.496593518947584\n ],\n [\n -111.566162109375,\n 37.22158045838649\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4ade","contributors":{"authors":[{"text":"Hatch, Joseph R. 0000-0001-9257-0278 jrhatch@usgs.gov","orcid":"https://orcid.org/0000-0001-9257-0278","contributorId":722,"corporation":false,"usgs":true,"family":"Hatch","given":"Joseph","email":"jrhatch@usgs.gov","middleInitial":"R.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":159598,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Affolter, Ronald H. affolter@usgs.gov","contributorId":659,"corporation":false,"usgs":true,"family":"Affolter","given":"Ronald","email":"affolter@usgs.gov","middleInitial":"H.","affiliations":[{"id":165,"text":"Central Energy Resources Team","active":false,"usgs":true}],"preferred":false,"id":159597,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Law, Ben E.","contributorId":85033,"corporation":false,"usgs":true,"family":"Law","given":"Ben","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159599,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":11373,"text":"ofr791275 - 1979 - Hydrologic data from a deep test well, City of Sarasota, Florida","interactions":[],"lastModifiedDate":"2024-03-11T18:27:00.467465","indexId":"ofr791275","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1275","title":"Hydrologic data from a deep test well, City of Sarasota, Florida","docAbstract":"The city of Sarasota drilled a test well to a depth of 3,513 feet at the city's wastewater-treatment facility in downtown Sarasota. The test well was drilled to determine the feasibility of disposing of liquid waste from the city's secondary treatment plant. Drilling of the test well began in July 1973 and was completed in November 1974. A conventional circulation mud-rotary drilling method was used to a depth of 1,146 feet below land surface and a reverse circulation air-lift method was used to a depth of 3,513 feet. The greatest chloride concentration of water withdrawn from the test well was 31,000 milligrams per liter. The test well, uncased and open to dolomitic limestone between 2,006 and 3,513 feet, yielded 392 gallons per minute with a drawdown of approximately 100 feet.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791275","collaboration":"Prepared in cooperation with the City of Sarasota, Florida","usgsCitation":"Sutcliffe, H., 1979, Hydrologic data from a deep test well, City of Sarasota, Florida: U.S. Geological Survey Open-File Report 79-1275, iv, 23 p., https://doi.org/10.3133/ofr791275.","productDescription":"iv, 23 p.","costCenters":[],"links":[{"id":426514,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1275/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143160,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1275/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Sarasota","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.58973838071954,\n 27.407341986046987\n ],\n [\n -82.58973838071954,\n 27.201821801783197\n ],\n [\n -82.36561955593397,\n 27.201821801783197\n ],\n [\n -82.36561955593397,\n 27.407341986046987\n ],\n [\n -82.58973838071954,\n 27.407341986046987\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607ff0","contributors":{"authors":[{"text":"Sutcliffe, Horace Jr.","contributorId":96725,"corporation":false,"usgs":true,"family":"Sutcliffe","given":"Horace","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":163021,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10096,"text":"ofr79918 - 1979 - Preconstruction and postconstruction ground-water levels, Lock and Dam 1, Red River Valley, Louisiana","interactions":[],"lastModifiedDate":"2021-12-20T19:42:10.129313","indexId":"ofr79918","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-918","title":"Preconstruction and postconstruction ground-water levels, Lock and Dam 1, Red River Valley, Louisiana","docAbstract":"Proposed construction of a series of locks and dams in the Red River in Louisiana will cause a permanent increase in average river stage. The potentiometric surface of the shallow alluvial aquifer and the water table in the fine-grained material confining the aquifer will be affected. The purpose of this study, using digital-modeling techniques, was to predict the average postconstruction potentiometric surface (steady state) and the water table (nonsteady state) so that potential effects of the water-level changes could be evaluated.
Plans for Lock and Dam 1 at mile 44 (kilometer 71) above the mouth of the Red River call for a pool elevation of 40 feet (12.2 meters) and will cause an average increase in river stage of 9 feet (2.7 meters). As a result, ground-water levels will be raised 1 foot (0.3 meter) or more within 4 miles (6.4 kilometers) of the river. The potentiometric surface may be near land surface in low-lying areas, and above land surface along the course of drainage features near the dam. The magnitude of ground-water-level fluctuations near the river will be reduced.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79918","usgsCitation":"Ludwig, A.H., 1979, Preconstruction and postconstruction ground-water levels, Lock and Dam 1, Red River Valley, Louisiana: U.S. Geological Survey Open-File Report 79-918, iv, 17 p., https://doi.org/10.3133/ofr79918.","productDescription":"iv, 17 p.","costCenters":[],"links":[{"id":391438,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_30416.htm"},{"id":144013,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0918/report-thumb.jpg"},{"id":275912,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0918/report.pdf"}],"country":"United States","state":"Louisiana","otherGeospatial":"Red River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.417,\n 31\n ],\n [\n -91.75,\n 31\n ],\n [\n -91.75,\n 31.388\n ],\n [\n -92.417,\n 31.388\n ],\n [\n -92.417,\n 31\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b08e4b07f02db69b827","contributors":{"authors":[{"text":"Ludwig, A. H.","contributorId":63007,"corporation":false,"usgs":true,"family":"Ludwig","given":"A.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":160816,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10093,"text":"ofr791190 - 1979 - Mahd Adh Dhahab: Precambrian epithermal gold deposit, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2020-02-05T07:40:01","indexId":"ofr791190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1190","title":"Mahd Adh Dhahab: Precambrian epithermal gold deposit, Kingdom of Saudi Arabia","docAbstract":"The largest and most productive mine in Saudi Arabia in ancient and modern times has been Mand adh Dhahab. Country rocks in the district are pyroclastic and clastic rocks that belong to the Halaban group of late Precambrian age. From oldest to youngest, the units are: andesite, lower agglomerate, lower tuff, upper agglomerate, and upper tuff. These units have been tilted northerly forming a homocline and are complexly broken by six sets of faults; three of these sets, which strike N.25°-30°W., N.10°W. to N.20°E., and N.30°-60°E. contain productive quartz veins.
The principal ore minerals are native gold and silver, pyrite, chalcopyrite, sphalerite, and galena, plus minor tetrahedrite and argentite. The gold and silver are finely disseminated in the veins and in the altered selvages of the veins. Widespread potassic and propylitic alteration accompanied ore formation.
Early widespread propylitic and potassic alteration and sulfide and quartz precipitation are believed to have taken place at temperatures below 350°C, based on K-feldspar stability and sulfur isotope data . Most of the quartz and precious metals precipitated in the range 200°-150°C, based on studies of fluid inclusions. The isotopic data indicate that sulfur and carbon came from a deep-seated source, but that the water, especially in the later stages, was meteoric.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791190","usgsCitation":"Luce, R.W., O’Neil, J.R., and Rye, R., 1979, Mahd Adh Dhahab: Precambrian epithermal gold deposit, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 79-1190, ii, 33 p., https://doi.org/10.3133/ofr791190.","productDescription":"ii, 33 p.","costCenters":[],"links":[{"id":143995,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1190/report-thumb.jpg"},{"id":372055,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1190/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Saudi Arabia","otherGeospatial":"Mand adh Dhahab","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 37,\n 16\n ],\n [\n 48,\n 16\n ],\n [\n 48,\n 32\n ],\n [\n 37,\n 32\n ],\n [\n 37,\n 16\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649665","contributors":{"authors":[{"text":"Luce, Robert W.","contributorId":103685,"corporation":false,"usgs":true,"family":"Luce","given":"Robert","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":160812,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O’Neil, James R.","contributorId":70762,"corporation":false,"usgs":true,"family":"O’Neil","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":160811,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rye, R.O.","contributorId":189158,"corporation":false,"usgs":false,"family":"Rye","given":"R.O.","email":"","affiliations":[],"preferred":false,"id":781521,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":10090,"text":"ofr79747 - 1979 - Water-quality conditions in the Milner Reach, Snake River, south-central Idaho, October 18-21, 1977","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr79747","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-747","title":"Water-quality conditions in the Milner Reach, Snake River, south-central Idaho, October 18-21, 1977","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79747","usgsCitation":"Low, W.H., 1979, Water-quality conditions in the Milner Reach, Snake River, south-central Idaho, October 18-21, 1977: U.S. Geological Survey Open-File Report 79-747, iii, 33 p. :ill., map ;27 cm., https://doi.org/10.3133/ofr79747.","productDescription":"iii, 33 p. :ill., map ;27 cm.","costCenters":[],"links":[{"id":143977,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf23","contributors":{"authors":[{"text":"Low, Walton H.","contributorId":92672,"corporation":false,"usgs":true,"family":"Low","given":"Walton","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":160804,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10085,"text":"ofr79212 - 1979 - Ground-water resources of Colorado, Lavaca, and Wharton Counties, Texas","interactions":[],"lastModifiedDate":"2017-06-14T10:40:27","indexId":"ofr79212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-212","title":"Ground-water resources of Colorado, Lavaca, and Wharton Counties, Texas","docAbstract":"No abstract available.
Data on the East Fork Des Moines River for the August 1979 flood between river miles 330.4 and 408.8 is being published as a supplement to the report \"Floods in the Upper Des Moines River basin, Iowa\" (Schwab, 1970). Elevation profiles of the 1979 flood, along with previously published profiles, are shown in figures 2-4.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/ofr791486","collaboration":"Prepared in cooperation with the Highway Research Board Highway Division and the Iowa Department of Transportation","usgsCitation":"Heinitz, A.J., 1979, Supplement to floods in the upper Des Moines River basin, Iowa: U.S. Geological Survey Open-File Report 79-1486, iii, 5 p., 3 over-size sheets :graphs ;28 cm., https://doi.org/10.3133/ofr791486.","productDescription":"iii, 5 p., 3 over-size sheets :graphs ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":141859,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1486/report-thumb.jpg"},{"id":281761,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1486/report.pdf"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697ebb","contributors":{"authors":[{"text":"Heinitz, Albert J.","contributorId":43355,"corporation":false,"usgs":true,"family":"Heinitz","given":"Albert","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":159668,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10072,"text":"ofr791307 - 1979 - Audio-magnetotelluric data log and station-location map for the Silver Star Hot Springs area, Montana","interactions":[],"lastModifiedDate":"2024-02-14T22:13:14.868021","indexId":"ofr791307","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1307","title":"Audio-magnetotelluric data log and station-location map for the Silver Star Hot Springs area, Montana","docAbstract":"During a period of 3 days, 22 audio-magnetotelluric (AMT) soundings were made in the area of the Silver Star Hot Springs, Mont. (fig. 1). These soundings were made to assess the geothermal potential along a northern trend of. hot springs from New Biltmore Hot Springs north to Broadwater Hot Springs, Mont.
Scalar resistivities from the data log (table 1) show that thermal waters have probably altered the Cenozoic basin fill to the northeast for at least 4-5 km. Leakage of the geothermal system to the surface is probably taking place along a range-front fault at the contacts between the Precambrian metamorphics on the west and the Cenozoic basin fill on the east. Any potential geothermal system would probably be in the area near the existing hot springs or within a few kilometers to the north or northeast.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791307","usgsCitation":"Long, C.L., and Senterfit, R.M., 1979, Audio-magnetotelluric data log and station-location map for the Silver Star Hot Springs area, Montana: U.S. Geological Survey Open-File Report 79-1307, 8 p., https://doi.org/10.3133/ofr791307.","productDescription":"8 p.","costCenters":[],"links":[{"id":425665,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1307/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144481,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1307/report-thumb.jpg"}],"country":"United States","state":"Montana","city":"Silver Star","otherGeospatial":"Silver Star Hot Springs area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -112.36850803099723,\n 45.70735456559231\n ],\n [\n -112.36850803099723,\n 45.63037268072682\n ],\n [\n -112.2598176049457,\n 45.63037268072682\n ],\n [\n -112.2598176049457,\n 45.70735456559231\n ],\n [\n -112.36850803099723,\n 45.70735456559231\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668cd1","contributors":{"authors":[{"text":"Long, Carl L.","contributorId":32128,"corporation":false,"usgs":true,"family":"Long","given":"Carl","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":160772,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Senterfit, R. Michael","contributorId":10791,"corporation":false,"usgs":true,"family":"Senterfit","given":"R.","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":160771,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9177,"text":"ofr791651 - 1979 - Formation and resulfidization of a South Texas roll-type uranium deposit","interactions":[],"lastModifiedDate":"2012-02-02T00:06:16","indexId":"ofr791651","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1651","title":"Formation and resulfidization of a South Texas roll-type uranium deposit","docAbstract":"Core samples from a roll type uranium deposit in Live Oak County, south Texas have been studied and results are reported for Se, Mo, FeS2 and organic-carbon distribution, sulfide mineral petrology, and sulfur isotopic composition of iron-disulfide phases. In addition, sulfur isotopic compositions of dissolved sulfate and sulfide from the modern ground water within the ore bearing sand have been studied. The suite of elements in the ore sand and their geometric relationships throughout the deposit are those expected for typical roll-type deposits with well-developed oxidation-reduction interfaces. However, iron-disulfide minerals are abundant in the altered tongue, demonstrating that this interval has been sulfidized after mineralization (resulfidized or rereduced). Iron disulfide minerals in the rereduced interval differ mineralogically and isotopically from those throughout the remainder of the deposit. The resulfidized sand contains dominantly pyrite that is enriched in 34S, whereas the sand beyond the altered tongue contains abundant marcasite that is enriched in the light isotope, 32S. Textural relationships between pyrite and marcasite help to establish relative timing of iron disulfide formation. In reduced rock outside the altered tongue, three distinct generations of iron disulfide are present. The oldest of these generations consists largely of pyrite with lesser amounts of marcasite. A major episode of marcasite formation contemporaneous with ore genesis postdates the oldest pyrite generation but predates a younger pyrite generation. Resulfidization probably led to the final pyrite stage recognized beyond the altered tongue. Stable isotope data establish that the source of sulfur for the resulfidization was fault-leaked H2S probably derived from the Edwards Limestone of Cretaceous age which underlies the deposit. \r\n\r\nThe deposit formed in at least two stages: (1) a pre-ore process of host rock sulfidization which produced disseminated pyrite as the dominant iron disulfide phase; and (2) an ore-stage process which led to the development of the uranium roll with emplacement of the characteristic suite of minor and accessory elements and which produced abundant isotopically light marcasite. The host rock was modified by a post-ore stage of resulfidization which precipitated isotopically heavy pyrite. Sulfur isotopic compositions of sulfide and sulfate present in modern ground water within the host sand differ greatly from sulfur isotopic composition of iron disulfides formed during the resulfidization episode. Iron disulfide minerals formed from the sulfur species of modern ground water have not been unequivocally identified.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791651","usgsCitation":"Goldhaber, M.B., Reynolds, R.L., and Rye, R.O., 1979, Formation and resulfidization of a South Texas roll-type uranium deposit: U.S. Geological Survey Open-File Report 79-1651, iii, 45 p.;28 cm., https://doi.org/10.3133/ofr791651.","productDescription":"iii, 45 p.;28 cm.","costCenters":[],"links":[{"id":141914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1651/report-thumb.jpg"},{"id":36791,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1651/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae3b2","contributors":{"authors":[{"text":"Goldhaber, Martin B. 0000-0002-1785-4243 mgold@usgs.gov","orcid":"https://orcid.org/0000-0002-1785-4243","contributorId":1339,"corporation":false,"usgs":true,"family":"Goldhaber","given":"Martin","email":"mgold@usgs.gov","middleInitial":"B.","affiliations":[{"id":171,"text":"Central Mineral and Environmental Resources Science Center","active":true,"usgs":true},{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true}],"preferred":true,"id":159227,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reynolds, Richard L. 0000-0002-4572-2942 rreynolds@usgs.gov","orcid":"https://orcid.org/0000-0002-4572-2942","contributorId":441,"corporation":false,"usgs":true,"family":"Reynolds","given":"Richard","email":"rreynolds@usgs.gov","middleInitial":"L.","affiliations":[{"id":271,"text":"Federal Center","active":false,"usgs":true}],"preferred":true,"id":159226,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rye, Robert O. rrye@usgs.gov","contributorId":1486,"corporation":false,"usgs":true,"family":"Rye","given":"Robert","email":"rrye@usgs.gov","middleInitial":"O.","affiliations":[{"id":211,"text":"Crustal Geophysics and Geochemistry Science Center","active":true,"usgs":true}],"preferred":true,"id":159228,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70112362,"text":"70112362 - 1979 - What is a picture worth? A history of remote sensing","interactions":[],"lastModifiedDate":"2017-01-18T15:07:01","indexId":"70112362","displayToPublicDate":"1990-06-12T16:27:00","publicationYear":"1979","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1926,"text":"Hydrological Sciences Bulletin","active":true,"publicationSubtype":{"id":10}},"title":"What is a picture worth? A history of remote sensing","docAbstract":"Remote sensing is the use of electromagnetic energy to measure the physical properties of distant objects. It includes photography and geophysical surveying as well as newer techniques that use other parts of the electromagnetic spectrum. The history of remote sensing begins with photography. The origin of other types of remote sensing can be traced to World War II, with the development of radar, sonar, and thermal infrared detection systems. Since the 1960s, sensors have been designed to operate in virtually all of the electromagnetic spectrum. Today a wide variety of remote sensing instruments are available for use in hydrological studies; satellite data, such as Skylab photographs and Landsat images are particularly suitable for regional problems and studies. Planned future satellites will provide a ground resolution of 10–80 m.
\nRemote sensing is currently used for hydrological applications in most countries of the world. The range of applications includes groundwater exploration determination of physical water quality, snowfield mapping, flood-inundation delineation, and making inventories of irrigated land. The use of remote sensing commonly results in considerable hydrological information at minimal cost. This information can be used to speed-up the development of water resources, to improve management practices, and to monitor environmental problems.
","language":"English","publisher":"International Association of Hydrological Sciences","doi":"10.1080/02626667909491887","usgsCitation":"Moore, G.K., 1979, What is a picture worth? A history of remote sensing: Hydrological Sciences Bulletin, v. 24, no. 4, p. 477-485, https://doi.org/10.1080/02626667909491887.","productDescription":"9 p.","startPage":"477","endPage":"485","numberOfPages":"9","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":480598,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"https://doi.org/10.1080/02626667909491887","text":"Publisher Index Page"},{"id":288572,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":288571,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1080/02626667909491887"}],"volume":"24","issue":"4","noUsgsAuthors":false,"publicationDate":"2009-12-25","publicationStatus":"PW","scienceBaseUri":"539acc62e4b0e83db6d09087","contributors":{"authors":[{"text":"Moore, Gerald K.","contributorId":14377,"corporation":false,"usgs":true,"family":"Moore","given":"Gerald","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":494715,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70112361,"text":"70112361 - 1979 - Craig Patterson's Iowa farm: a view from space","interactions":[],"lastModifiedDate":"2017-01-18T15:07:26","indexId":"70112361","displayToPublicDate":"1990-06-12T16:24:00","publicationYear":"1979","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3726,"text":"Water Well Journal","active":true,"publicationSubtype":{"id":10}},"title":"Craig Patterson's Iowa farm: a view from space","docAbstract":"No abstract available.","language":"English","publisher":"National Ground Water Association","usgsCitation":"Deutsch, M., and Lucas, J., 1979, Craig Patterson's Iowa farm: a view from space: Water Well Journal, v. 33, no. 11, p. 42-45.","productDescription":"4 p.","startPage":"42","endPage":"45","numberOfPages":"4","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":288570,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Iowa","volume":"33","issue":"11","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"539acbede4b0e83db6d08ee5","contributors":{"authors":[{"text":"Deutsch, Morris","contributorId":69119,"corporation":false,"usgs":true,"family":"Deutsch","given":"Morris","email":"","affiliations":[],"preferred":false,"id":494713,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lucas, Jim","contributorId":70697,"corporation":false,"usgs":true,"family":"Lucas","given":"Jim","email":"","affiliations":[],"preferred":false,"id":494714,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70112360,"text":"70112360 - 1979 - Survey of remote sensing applications","interactions":[],"lastModifiedDate":"2017-01-18T15:07:46","indexId":"70112360","displayToPublicDate":"1990-06-12T16:22:00","publicationYear":"1979","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3726,"text":"Water Well Journal","active":true,"publicationSubtype":{"id":10}},"title":"Survey of remote sensing applications","docAbstract":"No abstract available.","language":"English","publisher":"National Ground Water Association","usgsCitation":"Deutsch, M., 1979, Survey of remote sensing applications: Water Well Journal, v. 33, no. 12, p. 46-48.","productDescription":"3 p.","startPage":"46","endPage":"48","numberOfPages":"3","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":288569,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"33","issue":"12","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"539acc18e4b0e83db6d0900f","contributors":{"authors":[{"text":"Deutsch, Morris","contributorId":69119,"corporation":false,"usgs":true,"family":"Deutsch","given":"Morris","email":"","affiliations":[],"preferred":false,"id":494712,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}