No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrOR811","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1983, Water resources data Oregon, water year 1981: Volume 1. 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Department of Water Resources, presents data on water-level changes in the Chicot and Evangeline aquifers.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83150","usgsCitation":"Strause, J.L., and Ranzau, C., 1983, Approximate water-level changes in wells in the Chicot and Evangeline aquifers, 1977-83 and 1982-83 and measured compaction, 1973-83 in Harris and Galvestan counties, Texas: U.S. Geological Survey Open-File Report 83-150, 7 p., https://doi.org/10.3133/ofr83150.","productDescription":"7 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":176676,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0150/report-thumb.jpg"},{"id":79465,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0150/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db67a152","contributors":{"authors":[{"text":"Strause, Jeffrey L.","contributorId":61420,"corporation":false,"usgs":true,"family":"Strause","given":"Jeffrey","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":225470,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ranzau, C.E. Jr.","contributorId":41831,"corporation":false,"usgs":true,"family":"Ranzau","given":"C.E.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":225469,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20461,"text":"ofr83818 - 1983 - Comparison of abundances of chemical elements in mineralized and unmineralized sandstone of the Brushy Basin Member of the Morrison Formation, Smith Lake District, Grants uranium region, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:07:42","indexId":"ofr83818","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-818","title":"Comparison of abundances of chemical elements in mineralized and unmineralized sandstone of the Brushy Basin Member of the Morrison Formation, Smith Lake District, Grants uranium region, New Mexico","docAbstract":"Statistical treatment of analytical data from the Mariano Lake and Ruby uranium deposits in the Smith Lake district, New Mexico, indicates that organic carbon, arsenic, barium, calcium, cobalt, copper, gallium, iron, lead, manganese, molybdenum, nickel, selenium, strontium, sulfur, vanadium, yttrium, and zirconium are concentrated along with uranium in primary ore. Comparison of the Smith Lake data with information from other primary deposits in the Grants uranium region and elsewhere in the Morrison Formation of the Colorado Plateau suggests that these elements, with the possible exceptions of zirconium and gallium and with the probable addition of aluminum and magnesium, are typically associated with primary, tabular uranium deposits. Chemical differences between the Ruby and Mariano Lake deposits are consistent with the interpretation that the Ruby deposit has been more affected by post-mineralization oxidizing solutions than has the Mariano Lake deposit.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83818","usgsCitation":"Pierson, C.T., Spirakis, C., and Robertson, J., 1983, Comparison of abundances of chemical elements in mineralized and unmineralized sandstone of the Brushy Basin Member of the Morrison Formation, Smith Lake District, Grants uranium region, New Mexico: U.S. Geological Survey Open-File Report 83-818, 47 p. :ill. ;28 cm., https://doi.org/10.3133/ofr83818.","productDescription":"47 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":153322,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0818/report-thumb.jpg"},{"id":50002,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0818/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d489","contributors":{"authors":[{"text":"Pierson, C. T.","contributorId":57055,"corporation":false,"usgs":true,"family":"Pierson","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":182696,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spirakis, C.S.","contributorId":46088,"corporation":false,"usgs":true,"family":"Spirakis","given":"C.S.","affiliations":[],"preferred":false,"id":182695,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Robertson, J. F.","contributorId":11194,"corporation":false,"usgs":true,"family":"Robertson","given":"J. F.","affiliations":[],"preferred":false,"id":182694,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":18624,"text":"ofr8334 - 1983 - Selected ground-water data in parts of Gilliam, Morrow, and Umatilla counties, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T09:29:21","indexId":"ofr8334","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-34","title":"Selected ground-water data in parts of Gilliam, Morrow, and Umatilla counties, Oregon","docAbstract":"Over the last 20 years there has been a shift from dryland to irrigated agriculture in parts of Gilliam, Morrow, and Umatilla Counties in northeastern Oregon. Some irrigation water used in this area obtained from surface sources, but a significant amount is obtained from wells. The principal aquifer in the area is the Columbia River Basalt Group. Wells in the basalt are commonly drilled to depths of 500 to 1,200 ft and many produce more than 1,000 gal/min. A cooperative ground-water modeling study by the U.S. Geological Survey and Oregon Water Resources Department has resulted in the compilation of data from drillers logs and well inspections for wells completed in the basalt aquifer. Water-level measurements have been made in some wells in the area since the 1950's. The wells with longest periods of record are those that are part of a Statewide network of observation wells measured by the U. S. Geological Survey and Oregon Water Resources Department. This report includes a table of well information, representative hydrographs, and well location maps. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8334","usgsCitation":"Smith, P., Collins, C.A., and Olson, L., 1983, Selected ground-water data in parts of Gilliam, Morrow, and Umatilla counties, Oregon: U.S. Geological Survey Open-File Report 83-34, iv, 48 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8334.","productDescription":"iv, 48 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":47964,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0034/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":47966,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0034/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151651,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0034/report-thumb.jpg"},{"id":47965,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0034/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9687","contributors":{"authors":[{"text":"Smith, P.A.","contributorId":86795,"corporation":false,"usgs":true,"family":"Smith","given":"P.A.","email":"","affiliations":[],"preferred":false,"id":179449,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Collins, C. A.","contributorId":43731,"corporation":false,"usgs":true,"family":"Collins","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":179448,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Olson, L.J.","contributorId":16436,"corporation":false,"usgs":true,"family":"Olson","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":179447,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":18599,"text":"ofr83695 - 1983 - Annual water-resources review, White Sands Missile Range, New Mexico, 1982","interactions":[],"lastModifiedDate":"2022-01-07T21:35:47.318265","indexId":"ofr83695","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-695","title":"Annual water-resources review, White Sands Missile Range, New Mexico, 1982","docAbstract":"Ground-water data were collected in 1982 at White Sands Missile Range in south-central New Mexico. Depth-to-water measurements in the Post Headquarters supply wells continued to show seasonal declines. Test wells east of the Headquarters well field continue to show long-term declines as well as seasonal fluctuations. The total amount of water pumped from White Sands Missile Range supply wells was 66,226,600 gallons more in 1982 than in 1981. The difference in the specific-conductance values of the water samples collected from the Post Headquarters supply wells in the winter and summer increased in 1982.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83695","usgsCitation":"Cruz, R.R., 1983, Annual water-resources review, White Sands Missile Range, New Mexico, 1982: U.S. Geological Survey Open-File Report 83-695, iv, 20 p., https://doi.org/10.3133/ofr83695.","productDescription":"iv, 20 p.","costCenters":[],"links":[{"id":47944,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0695/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394070,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14176.htm"},{"id":150690,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0695/report-thumb.jpg"}],"country":"United States","state":"New Mexico","otherGeospatial":"White Sands Missile Range","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -106.816,\n 32.316\n ],\n [\n -106.041,\n 32.316\n ],\n [\n -106.041,\n 34.325\n ],\n [\n -106.816,\n 34.325\n ],\n [\n -106.816,\n 32.316\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b77e","contributors":{"authors":[{"text":"Cruz, R. R.","contributorId":97496,"corporation":false,"usgs":true,"family":"Cruz","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":179407,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28035,"text":"wri834087 - 1983 - A two-dimensional graphing program for the Tektronix 4050-series graphics computers","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri834087","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4087","title":"A two-dimensional graphing program for the Tektronix 4050-series graphics computers","docAbstract":"A refined, two-dimensional graph-plotting program was developed for use on Tektronix 4050-series graphics computers. Important features of this program include: any combination of logarithmic and linear axes, optional automatic scaling and numbering of the axes, multiple-curve plots, character or drawn symbol-point plotting, optional cartridge-tape data input and plot-format storage, optional spline fitting for smooth curves, and built-in data-editing options. The program is run while the Tektronix is not connected to any large auxiliary computer, although data from files on an auxiliary computer easily can be transferred to data-cartridge for later plotting. The user is led through the plot-construction process by a series of questions and requests for data input. Five example plots are presented to illustrate program capability and the sequence of program operation. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri834087","usgsCitation":"Kipp, K., 1983, A two-dimensional graphing program for the Tektronix 4050-series graphics computers: U.S. Geological Survey Water-Resources Investigations Report 83-4087, iv, 50 p. :ill. ;28 cm., https://doi.org/10.3133/wri834087.","productDescription":"iv, 50 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123295,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4087/report-thumb.jpg"},{"id":56873,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4087/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5525","contributors":{"authors":[{"text":"Kipp, K.L.","contributorId":96715,"corporation":false,"usgs":true,"family":"Kipp","given":"K.L.","affiliations":[],"preferred":false,"id":199104,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18571,"text":"ofr83856 - 1983 - Geohydrologic data for test well USW H-6 Yucca Mountain area, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:29","indexId":"ofr83856","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-856","title":"Geohydrologic data for test well USW H-6 Yucca Mountain area, Nye County, Nevada","docAbstract":"The following data are presented for test well USW H-6: drilling operations, lithology, availability of borehole geophysical logs , water levels, future availability of core analyses, water chemistry, pumping tests, and packer-injection tests. The well is one of a series of test wells drilled in and near Yucca Mountain adjacent to the Nevada Test Site, Nye County, Nevada, in cooperation with the U.S. Department of Energy. These investigations are part of the Nevada Nuclear Waste Storage Investigations to identify suitable sites for underground storage of high-level radioactive wastes. Test well USW H-6 was drilled to a total depth of 1,220 m. Rocks penetrated are predominantly ash-flow tuffs. Lava was encountered from 877 to 1 ,126 m. The composite static water level is approximately 526 m below land surface. The well was pumped during two periods. Maximum drawdown was about 18 m after pumping for 4,822 min at 28 L/sec, and 12 m after pumping for 2,226 min at 27 L/sec. A borehole flow survey showed that 91% of the water withdrawn from the well came from the depth intervals from 616 to 631 m, and from 777 to 788 m. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83856","usgsCitation":"Craig, R.W., Reed, R., and Spengler, R., 1983, Geohydrologic data for test well USW H-6 Yucca Mountain area, Nye County, Nevada: U.S. Geological Survey Open-File Report 83-856, v, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83856.","productDescription":"v, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":151993,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0856/report-thumb.jpg"},{"id":47925,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0856/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f29","contributors":{"authors":[{"text":"Craig, R. W.","contributorId":40984,"corporation":false,"usgs":true,"family":"Craig","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":179357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, R.L.","contributorId":20332,"corporation":false,"usgs":true,"family":"Reed","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":179356,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Spengler, R.W.","contributorId":7281,"corporation":false,"usgs":true,"family":"Spengler","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":179355,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29330,"text":"wri824081 - 1983 - Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824081","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4081","title":"Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought","docAbstract":"An intensive limnological study of Shasta Lake was made in conjunction with the California Department of Water Resources during the 1977 drought. Water-quality data were collected from March 1977 through September 1978 at six lake stations and four lake tributary stations. Data collected during and after the drought were compared. Lake water quality is described as a function of lake morphometry, climate, hydrology, and reservoir hydraulics. Results indicate Shasta Lake is a warm monomictic lake. Tributary inflow to the lake and outflow through the dam generate density currents which promote mixing at depth and the development of an extensive metalimnion. During the drought, record low lake levels resulted in the exposure of an extensive nearshore sediment zone. Resuspended sediments caused a deterioration of water quality. The most notable effects, in comparison with post-drought conditions, were decreased light penetration, increased dissolved-solids concentration and specific conductance, decreased dissolved-oxygen concentrations, and elevated nutrient levels. A hypolimnetic anoxic condition was observed at the upstream stations of the lake. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824081","usgsCitation":"Rettig, S., and Bortleson, G.C., 1983, Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought: U.S. Geological Survey Water-Resources Investigations Report 82-4081, vii, 66 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824081.","productDescription":"vii, 66 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122755,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4081/report-thumb.jpg"},{"id":58168,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5220","contributors":{"authors":[{"text":"Rettig, S.A.","contributorId":104105,"corporation":false,"usgs":true,"family":"Rettig","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":201357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bortleson, Gilbert C.","contributorId":57472,"corporation":false,"usgs":true,"family":"Bortleson","given":"Gilbert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201356,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":4082,"text":"cir894 - 1983 - Recommended procedures and methodology of coal description","interactions":[],"lastModifiedDate":"2013-07-22T15:13:05","indexId":"cir894","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"894","title":"Recommended procedures and methodology of coal description","docAbstract":"This document is the result of a workshop on coal description held for the Branch of Coal Resources of the U.S. Geological Survey in March 1982. It has been prepared to aid and encourage the field-oriented coal scientist to participate directly in petrographic coal-description activities. The objectives and past and current practices of coal description vary widely. These are briefly reviewed and illustrated with examples. Sampling approaches and techniques for collecting columnar samples of fresh coal are also discussed. The recommended procedures and methodology emphasize the fact that obtaining a good megascopic description of a coal bed is much better done in the laboratory with a binocular microscope and under good lighting conditions after the samples have been cut and quickly prepared. For better observation and cross-checking using a petrographic microscope for identification purposes, an in-place polishing procedure (requiring less than 2 min) is routinely used. Methods for using both the petrographic microscope and an automated image analysis system are also included for geologists who have access to such instruments. To describe the material characteristics of a coal bed in terms of microlithotypes or lithotypes, a new nomenclature of (V), (E), (1), (M). (S). (X1). (X2) and so on is used. The microscopic description of the modal composition of a megascopically observed lithologic type is expressed in terms of (VEIM); subscripts are used to denote the volume percentage of each constituent present. To describe a coal-bed profile, semiquantitative data (without microscopic study) and quantitative data (with microscopic study) are presented in ready-to-understand form. The average total composition of any thickness interval or of the entire coal bed can be plotted on a triangular diagram having V, E, and I+ M +S as the apices. The modal composition of any mixed lithologies such as (X1), (X2), and so on can also be plotted on such a triangular ternary diagram. Such diagrams can be used either for tracing compositional variations throughout a single coal-bed profile or for comparing variations between different coal beds.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir894","usgsCitation":"Chao, E., Minkin, J., and Thompson, C., 1983, Recommended procedures and methodology of coal description: U.S. Geological Survey Circular 894, iv, 31 p., https://doi.org/10.3133/cir894.","productDescription":"iv, 31 p.","numberOfPages":"36","costCenters":[],"links":[{"id":139148,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/0894/report-thumb.jpg"},{"id":271070,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/0894/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a74e4b07f02db644603","contributors":{"authors":[{"text":"Chao, E.C.","contributorId":47358,"corporation":false,"usgs":true,"family":"Chao","given":"E.C.","email":"","affiliations":[],"preferred":false,"id":148153,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Minkin, J.A.","contributorId":38588,"corporation":false,"usgs":true,"family":"Minkin","given":"J.A.","affiliations":[],"preferred":false,"id":148152,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thompson, C.L.","contributorId":12189,"corporation":false,"usgs":true,"family":"Thompson","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":148151,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":20364,"text":"ofr83805 - 1983 - Mid-range sidescan-sonar data and high-resolution seismic-profile data from the U.S. Atlantic continental slope and rise off New England, between long 67°15' W. to 70°55' W.","interactions":[],"lastModifiedDate":"2021-11-09T22:47:51.714512","indexId":"ofr83805","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-805","title":"Mid-range sidescan-sonar data and high-resolution seismic-profile data from the U.S. Atlantic continental slope and rise off New England, between long 67°15' W. to 70°55' W.","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83805","usgsCitation":"O’Leary, D.W., and McGregor, B., 1983, Mid-range sidescan-sonar data and high-resolution seismic-profile data from the U.S. Atlantic continental slope and rise off New England, between long 67°15' W. to 70°55' W.: U.S. Geological Survey Open-File Report 83-805, 7 p., https://doi.org/10.3133/ofr83805.","productDescription":"7 p.","costCenters":[],"links":[{"id":391554,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14229.htm"},{"id":49896,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0805/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153140,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0805/report-thumb.jpg"}],"country":"United States","otherGeospatial":"U.S. Atlantic continental slope and rise off New England","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -70.9170,\n 39.617\n ],\n [\n -67.25,\n 39.617\n ],\n [\n -67.25,\n 40.133\n ],\n [\n -70.9170,\n 40.133\n ],\n [\n -70.9170,\n 39.617\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db635269","contributors":{"authors":[{"text":"O’Leary, Dennis W.","contributorId":91501,"corporation":false,"usgs":true,"family":"O’Leary","given":"Dennis","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":182522,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McGregor, B.A.","contributorId":57072,"corporation":false,"usgs":true,"family":"McGregor","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":182521,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10724,"text":"ofr83515 - 1983 - Description of single-channel, high-resolution, seismic-reflection data collected from the continental shelf, slope, and upper rise between Cape Hatteras, North Carolina and Norfolk, Virginia; and Vero Beach and Miami, Florida (Cruise 80-G-9)","interactions":[],"lastModifiedDate":"2024-11-26T20:37:13.703938","indexId":"ofr83515","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-515","title":"Description of single-channel, high-resolution, seismic-reflection data collected from the continental shelf, slope, and upper rise between Cape Hatteras, North Carolina and Norfolk, Virginia; and Vero Beach and Miami, Florida (Cruise 80-G-9)","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83515","usgsCitation":"Popenoe, P., and Meyer, F.W., 1983, Description of single-channel, high-resolution, seismic-reflection data collected from the continental shelf, slope, and upper rise between Cape Hatteras, North Carolina and Norfolk, Virginia; and Vero Beach and Miami, Florida (Cruise 80-G-9): U.S. Geological Survey Open-File Report 83-515, 3 p., https://doi.org/10.3133/ofr83515.","productDescription":"3 p.","costCenters":[],"links":[{"id":464539,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14082.htm","text":"Vero Beach and Miami, Florida","linkFileType":{"id":5,"text":"html"}},{"id":388783,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14081.htm","text":"Cape Hatteras, North Carolina and Norfolk, Virginia","linkFileType":{"id":5,"text":"html"}},{"id":38536,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0515/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143235,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0515/report-thumb.jpg"}],"country":"United States","state":"Florida, North Carolina, Virginia","city":"Miami, Norfolk, Vero Beach","otherGeospatial":"Cape Hatteras","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.2451171875,\n 36.91696023183306\n ],\n [\n -75.7122802734375,\n 36.115690180653395\n ],\n [\n -75.55847167968749,\n 35.806676609227054\n ],\n [\n -75.52276611328125,\n 35.27701633139884\n ],\n [\n -73.68942260742188,\n 35.33641350071228\n ],\n [\n -73.7457275390625,\n 36.26531407324164\n ],\n [\n -73.90502929687499,\n 37.23470197166817\n ],\n [\n -76.2451171875,\n 36.91696023183306\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.32928466796874,\n 27.637307020155223\n ],\n [\n -80.04364013671875,\n 26.979604764019346\n ],\n [\n -80.02304077148438,\n 26.779330479911337\n ],\n [\n -80.02166748046875,\n 26.52956523826758\n ],\n [\n -80.10406494140625,\n 25.814727063097408\n ],\n [\n -80.10406494140625,\n 25.70093788144426\n ],\n [\n -79.45037841796875,\n 25.68361258391759\n ],\n [\n -79.43115234375,\n 26.33280692289788\n ],\n [\n -79.70581054687499,\n 26.944108009688595\n ],\n [\n -80.00518798828125,\n 27.36201054924028\n ],\n [\n -80.32928466796874,\n 27.637307020155223\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aabe4b07f02db669b7e","contributors":{"authors":[{"text":"Popenoe, Peter","contributorId":62206,"corporation":false,"usgs":true,"family":"Popenoe","given":"Peter","email":"","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":161860,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meyer, Frederick W.","contributorId":39373,"corporation":false,"usgs":true,"family":"Meyer","given":"Frederick","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":161859,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":7073,"text":"ofr83261 - 1983 - Cost-effectiveness of the stream-gaging program in Maine","interactions":[{"subject":{"id":7073,"text":"ofr83261 - 1983 - Cost-effectiveness of the stream-gaging program in Maine","indexId":"ofr83261","publicationYear":"1983","noYear":false,"title":"Cost-effectiveness of the stream-gaging program in Maine"},"predicate":"SUPERSEDED_BY","object":{"id":32,"text":"wsp2244 - 1984 - Cost effectiveness of the stream-gaging program in Maine; A prototype for nationwide implementation","indexId":"wsp2244","publicationYear":"1984","noYear":false,"title":"Cost effectiveness of the stream-gaging program in Maine; A prototype for nationwide implementation"},"id":1}],"supersededBy":{"id":32,"text":"wsp2244 - 1984 - Cost effectiveness of the stream-gaging program in Maine; A prototype for nationwide implementation","indexId":"wsp2244","publicationYear":"1984","noYear":false,"title":"Cost effectiveness of the stream-gaging program in Maine; A prototype for nationwide implementation"},"lastModifiedDate":"2019-11-07T12:18:47","indexId":"ofr83261","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-261","title":"Cost-effectiveness of the stream-gaging program in Maine","docAbstract":"Data uses and funding sources were identified for the 51 continuous stream gages currently being operated in Maine. Three stream-gages were identified as having insufficient reason to continue their operation. Operation of these stations were identified as having uses specific only to short-term studies; it is recommended that these stations be discontinued at the end of the data-collection phases of the studies. The remaining 45 stations should be maintained in the program for the foreseeable future. The current policy for operation of the 45-station program would require $180,300 per year. The average standard error of estimation of streamflow record is 18.5 percent. It was shown that this overall level of accuracy at the 45 sites could be maintained with a budget of \\$170,000 if the gaging resources were redistributed among the gages. A minimum budget of \\$155,000 is required to operate the 45-gage program; a budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, the average standard error is 26.0 percent. The maximum budget analyzed was \\$350,000, which resulted in an average standard error of 9.2 percent. Large parts of Maine 's interior were identified as having sparse stream-flow data. It was recommended that this sparsity should be remedied as funds can be made available. (USGS)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr83261","usgsCitation":"Fontaine, R.A., Moss, M.E., Smath, J., and Thomas, W.O., 1983, Cost-effectiveness of the stream-gaging program in Maine: U.S. Geological Survey Open-File Report 83-261, v, 81 p. , https://doi.org/10.3133/ofr83261.","productDescription":"v, 81 p. ","costCenters":[],"links":[{"id":369041,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0261/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0261/report-thumb.jpg"}],"country":"United States","state":"Maine","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -71.2353515625,\n 42.956422511073335\n ],\n [\n -66.95068359374999,\n 42.956422511073335\n ],\n [\n -66.95068359374999,\n 47.65058757118734\n ],\n [\n -71.2353515625,\n 47.65058757118734\n ],\n [\n -71.2353515625,\n 42.956422511073335\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649314","contributors":{"authors":[{"text":"Fontaine, Richard A. rfontain@usgs.gov","contributorId":2379,"corporation":false,"usgs":true,"family":"Fontaine","given":"Richard","email":"rfontain@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":154179,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moss, M. E.","contributorId":50500,"corporation":false,"usgs":true,"family":"Moss","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":154181,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smath, J.A.","contributorId":15174,"corporation":false,"usgs":true,"family":"Smath","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":154180,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thomas, W. O.","contributorId":101246,"corporation":false,"usgs":true,"family":"Thomas","given":"W.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":154182,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26805,"text":"wri834037 - 1983 - A summary of ground-water pumpage in the Central Valley, California, 1961-77","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri834037","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4037","title":"A summary of ground-water pumpage in the Central Valley, California, 1961-77","docAbstract":"In the Central Valley of California, a great agricultural economy has been developed in a semiarid environment. This economy is supported by imported surface water and 9 to 15 million acre-feet per year of ground water. Estimates of ground-water pumpage computed from power consumption have been compiled and summarized. Under ideal conditions, the accuracy of the methods used is about 3 percent. This level of accuracy is not sustained over the entire study area. When pumpage for the entire area is mapped, the estimates seem to be consistent areally and through time. A multiple linear-regression model was used to synthesize data for the years 1961 through 1977, when power data were not available. The model used a relation between ground-water pumpage and climatic indexes to develop a full suite of pumpage data to be used as input to a digital ground-water model, one of the products of the Central Valley Aquifer Project. Statistical analysis of well-perforation data from drillers ' logs and water-temperature data was used to determine the percentage of pumpage that was withdrawn from each of two horizontal layers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834037","usgsCitation":"Diamond, J., and Williamson, A.K., 1983, A summary of ground-water pumpage in the Central Valley, California, 1961-77: U.S. Geological Survey Water-Resources Investigations Report 83-4037, v, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834037.","productDescription":"v, 75 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123305,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4037/report-thumb.jpg"},{"id":55692,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4037/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55693,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4037/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6113","contributors":{"authors":[{"text":"Diamond, Jonathan","contributorId":18413,"corporation":false,"usgs":true,"family":"Diamond","given":"Jonathan","email":"","affiliations":[],"preferred":false,"id":197035,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williamson, A. K.","contributorId":57872,"corporation":false,"usgs":true,"family":"Williamson","given":"A.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197036,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27762,"text":"wri834033 - 1983 - Ground-water-use trends in the Twin Cities metropolitan area, Minnesota, 1880-1980","interactions":[],"lastModifiedDate":"2018-03-12T12:01:11","indexId":"wri834033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4033","title":"Ground-water-use trends in the Twin Cities metropolitan area, Minnesota, 1880-1980","docAbstract":"Detailed ground-water-use information from 1880 to 1980 has been collected and analyzed for the Twin Cities metropolitan area. Interpretation of historic water-use data was required to help water-resource planners and managers assess future trends in water use. Data were also needed for three computer-simulation models of ground-water flow being developed in the Twin Cities area. Methods were developed to collect, evaluate, store, and retrieve information from all local, State, and Federal agencies1 records and publications. A computerized water-use data base was constructed to facilitate generation of statistics on water-use trends and to store and retrieve data for the flow models.
\nGround-water use was analyzed by use category and aquifer and several trends were observed. Eighty percent of ground water currently withdrawn is from wells in the Prairie du Chien-Jordan aquifer. Ground-water use increased from 1880 until the early 1970's, and then declined slightly in the late 1970's. Industrial use in particular declined during the 1970's as a result of conservation that was prompted by increased sewagetreatment and energy costs. The intensity of pumping has decreased within the St. Paul and Minneapolis city limits and increased outside the city limits. The seasonal variability of ground-water use became more pronounced as the percentage of water used for irrigation and air conditioning increased.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834033","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities and the Minnesota Department of Natural Resources","usgsCitation":"Horn, M., 1983, Ground-water-use trends in the Twin Cities metropolitan area, Minnesota, 1880-1980: U.S. Geological Survey Water-Resources Investigations Report 83-4033, iv, 37 p., https://doi.org/10.3133/wri834033.","productDescription":"iv, 37 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":56610,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4033/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123357,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4033/report-thumb.jpg"}],"country":"United States","state":"Minneosta","otherGeospatial":"Twin Cities Metropolitan ara","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-93.5093,45.4163],[-93.1289,45.4153],[-93.0186,45.4131],[-93.0188,45.2984],[-92.7894,45.297],[-92.7439,45.2963],[-92.7516,45.2935],[-92.7551,45.2927],[-92.7583,45.2904],[-92.7597,45.2872],[-92.7604,45.2845],[-92.7591,45.2794],[-92.7559,45.2739],[-92.7527,45.2694],[-92.7515,45.2657],[-92.7526,45.2626],[-92.7535,45.2584],[-92.7561,45.2541],[-92.7575,45.2502],[-92.7569,45.2443],[-92.7557,45.2397],[-92.7553,45.2356],[-92.7538,45.2305],[-92.7536,45.2276],[-92.7521,45.2236],[-92.752,45.2196],[-92.7527,45.2168],[-92.7546,45.2136],[-92.7573,45.2107],[-92.7603,45.2065],[-92.7619,45.2041],[-92.7632,45.2009],[-92.7637,45.1972],[-92.764,45.1895],[-92.7629,45.1853],[-92.7557,45.178],[-92.7522,45.1759],[-92.7493,45.173],[-92.748,45.1698],[-92.7472,45.1634],[-92.7483,45.1597],[-92.7475,45.1551],[-92.7473,45.1515],[-92.7484,45.1483],[-92.749,45.1419],[-92.7484,45.1373],[-92.7441,45.1264],[-92.7415,45.1172],[-92.7422,45.1135],[-92.7446,45.11],[-92.7467,45.1076],[-92.7513,45.1045],[-92.7591,45.0999],[-92.7624,45.0972],[-92.7803,45.0849],[-92.7847,45.083],[-92.7885,45.0806],[-92.7917,45.0791],[-92.795,45.0772],[-92.7982,45.0746],[-92.8001,45.0723],[-92.8019,45.0647],[-92.8016,45.0597],[-92.8005,45.0567],[-92.7984,45.0531],[-92.7952,45.0499],[-92.7926,45.0481],[-92.7881,45.0453],[-92.7837,45.0421],[-92.7745,45.0373],[-92.7707,45.0344],[-92.7683,45.0325],[-92.7645,45.0265],[-92.7639,45.0237],[-92.7639,45.0196],[-92.7682,45.0005],[-92.7694,44.9909],[-92.7686,44.9796],[-92.7646,44.9711],[-92.7547,44.9571],[-92.7527,44.9527],[-92.7523,44.9481],[-92.753,44.9369],[-92.7534,44.9237],[-92.7547,44.9159],[-92.7569,44.9105],[-92.7606,44.9068],[-92.7645,44.9046],[-92.767,44.9039],[-92.7707,44.9023],[-92.7729,44.901],[-92.775,44.8982],[-92.7738,44.8933],[-92.7689,44.8848],[-92.7632,44.8759],[-92.7628,44.8716],[-92.763,44.8671],[-92.7644,44.8622],[-92.7682,44.8554],[-92.7683,44.853],[-92.7671,44.8494],[-92.7652,44.8462],[-92.7646,44.8423],[-92.7644,44.8382],[-92.766,44.8308],[-92.7679,44.8265],[-92.7719,44.8211],[-92.7751,44.8161],[-92.7784,44.8125],[-92.7801,44.8095],[-92.781,44.8056],[-92.7823,44.8029],[-92.783,44.7966],[-92.7858,44.7893],[-92.7909,44.7842],[-92.7993,44.7765],[-92.802,44.7729],[-92.8046,44.7683],[-92.8059,44.7624],[-92.8073,44.7524],[-92.8061,44.7483],[-92.8054,44.7473],[-92.8022,44.7446],[-92.7901,44.7381],[-92.7805,44.7344],[-92.7722,44.7317],[-92.7658,44.7289],[-92.7569,44.7234],[-92.7536,44.7226],[-92.7471,44.7204],[-92.7415,44.7192],[-92.7339,44.7157],[-92.737,44.658],[-92.7386,44.6329],[-92.7957,44.6305],[-92.7915,44.5452],[-92.9165,44.5449],[-92.9179,44.5221],[-92.9218,44.518],[-92.9282,44.5158],[-92.9321,44.513],[-92.941,44.5149],[-92.9449,44.5131],[-92.9494,44.5104],[-92.9584,44.514],[-92.9634,44.5177],[-92.975,44.5159],[-92.9827,44.5173],[-92.991,44.5215],[-93.0057,44.5197],[-93.0121,44.5175],[-93.0166,44.5166],[-93.0275,44.5198],[-93.0301,44.5148],[-93.0346,44.5148],[-93.039,44.5171],[-93.0406,44.4729],[-93.2826,44.473],[-93.2798,44.546],[-93.5259,44.5466],[-93.9091,44.5446],[-93.9117,44.5492],[-93.9078,44.5528],[-93.9027,44.5524],[-93.9008,44.5492],[-93.8956,44.5483],[-93.8937,44.5515],[-93.8963,44.5561],[-93.9008,44.5606],[-93.8996,44.5647],[-93.8957,44.5675],[-93.8958,44.5711],[-93.8996,44.5743],[-93.8958,44.5775],[-93.8939,44.5807],[-93.8959,44.5871],[-93.8991,44.5903],[-93.8908,44.5962],[-93.8857,44.5967],[-93.8838,44.6012],[-93.878,44.6013],[-93.878,44.6077],[-93.8716,44.6063],[-93.8658,44.6063],[-93.8569,44.6168],[-93.8563,44.6218],[-93.8505,44.6219],[-93.8447,44.6201],[-93.8422,44.6233],[-93.8358,44.6242],[-93.8319,44.6251],[-93.8217,44.6297],[-93.8031,44.6366],[-93.7999,44.6361],[-93.7967,44.6343],[-93.7935,44.6311],[-93.7883,44.632],[-93.78,44.6362],[-93.7768,44.6385],[-93.7729,44.6366],[-93.7723,44.6325],[-93.7691,44.6312],[-93.7665,44.6362],[-93.7685,44.6417],[-93.7686,44.675],[-93.8887,44.6756],[-93.8902,44.7185],[-94.0104,44.719],[-94.0085,44.8947],[-94.0136,44.8951],[-94.0117,44.9796],[-93.7692,44.9789],[-93.7702,45.0734],[-93.7663,45.077],[-93.7631,45.0839],[-93.7534,45.0853],[-93.7399,45.0894],[-93.7341,45.0922],[-93.7322,45.0963],[-93.7257,45.1022],[-93.7225,45.11],[-93.72,45.1205],[-93.7155,45.1269],[-93.7019,45.1374],[-93.6852,45.1489],[-93.6793,45.1525],[-93.6716,45.1562],[-93.6574,45.1585],[-93.6554,45.1599],[-93.6529,45.1631],[-93.6503,45.169],[-93.6516,45.1841],[-93.6549,45.1905],[-93.6555,45.1969],[-93.6562,45.201],[-93.6471,45.2079],[-93.6387,45.2074],[-93.6361,45.206],[-93.6329,45.2056],[-93.6258,45.2092],[-93.6167,45.2115],[-93.6096,45.2111],[-93.6031,45.2111],[-93.5967,45.2134],[-93.5857,45.2189],[-93.5792,45.2189],[-93.5734,45.2202],[-93.5676,45.2225],[-93.5617,45.2289],[-93.554,45.2298],[-93.5462,45.2289],[-93.5371,45.2294],[-93.5332,45.2317],[-93.5197,45.2417],[-93.5158,45.2458],[-93.5138,45.2454],[-93.5093,45.4163]]]},\"properties\":{\"name\":\"Anoka\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a281","contributors":{"authors":[{"text":"Horn, M.A.","contributorId":92223,"corporation":false,"usgs":true,"family":"Horn","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":198655,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27490,"text":"wri824121 - 1983 - Injection of treated wastewater for ground-water recharge in the Palo Alto Baylands, California, hydraulic and chemical interactions — Preliminary report","interactions":[],"lastModifiedDate":"2022-01-25T21:38:22.59135","indexId":"wri824121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4121","title":"Injection of treated wastewater for ground-water recharge in the Palo Alto Baylands, California, hydraulic and chemical interactions — Preliminary report","docAbstract":"An injection-extraction well network in the Palo Alto Baylands along the San Francisco Bay, California, was designed to flush the shallow aquifer system of saline water and prevent further inland saline contamination. Clogging processes and solution migration in the vicinity of one injection well were studied. Cyclic evaporative concentration of bay water and infiltration have generated a concentrated ground-water brine. Montmorillonite and illite are the primary clay minerals present in the shallow aquifer system. X-ray diffraction analysis of these clays showed a marked increase in the d-spacing of the crystal lattice when native hypersaline pure water was replaced by injection water. Chloride:magnesium and chloride:potassium ratios in the aquifer system changed during injection, most likely due to ionic exchange reaction. Similar variations in chloride:boron, chloride:iron, and chloride:manganese ratios probably resulted from reduction-oxidation reactions. Ground-water quality appears to have been chiefly affected by the processes of dilution and dispersion. Extraction pump test data yielded a transmissivity value of 960 feet squared per day and a storage coefficient of 0.0005. Vertical permeability of the upper confining layer is 0.08 feet per day.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824121","usgsCitation":"Hamlin, S.N., 1983, Injection of treated wastewater for ground-water recharge in the Palo Alto Baylands, California, hydraulic and chemical interactions — Preliminary report: U.S. Geological Survey Water-Resources Investigations Report 82-4121, v, 54 p., https://doi.org/10.3133/wri824121.","productDescription":"v, 54 p.","costCenters":[],"links":[{"id":56340,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4121/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123649,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4121/report-thumb.jpg"},{"id":394843,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35626.htm"}],"country":"United States","state":"California","otherGeospatial":"Palo Alto Baylands","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.133,\n 37.417\n ],\n [\n -122.042,\n 37.417\n ],\n [\n -122.042,\n 37.458\n ],\n [\n -122.133,\n 37.458\n ],\n [\n -122.133,\n 37.417\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f0e4b07f02db5edea5","contributors":{"authors":[{"text":"Hamlin, S. N.","contributorId":46560,"corporation":false,"usgs":true,"family":"Hamlin","given":"S.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":198207,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26693,"text":"wri834137 - 1983 - Computer program and data listing for two-dimensional ground-water model for Laramie County, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:33:22","indexId":"wri834137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4137","title":"Computer program and data listing for two-dimensional ground-water model for Laramie County, Wyoming","docAbstract":"This is a supplement to the report, ' Effect of pumpage on ground-water levels as modeled in Laramie County, Wyoming, ' published as U.S. Geological Survey Water-Resources Investigations Open-File Report 80-1104. The computer program and data used to model ground-water conditions in post-Cretaceous rocks in Laramie County are listed. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834137","usgsCitation":"Crist, M.A., 1983, Computer program and data listing for two-dimensional ground-water model for Laramie County, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 83-4137, iv, 137 p. ;28 cm., https://doi.org/10.3133/wri834137.","productDescription":"iv, 137 p. ;28 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":121923,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4137/report-thumb.jpg"},{"id":55554,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4137/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d20","contributors":{"authors":[{"text":"Crist, M. A.","contributorId":84799,"corporation":false,"usgs":true,"family":"Crist","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196842,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26566,"text":"wri834027 - 1983 - Reconnaissance of surface-water resources in the Kobuk River basin, Alaska, 1979-80","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri834027","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4027","title":"Reconnaissance of surface-water resources in the Kobuk River basin, Alaska, 1979-80","docAbstract":"Surface water data were collected at selected sites in the Kobuk River Basin in northwest Alaska in August 1979 and April 1980. In August 1979, frequent heavy rains caused abnormally high flows in the basin; unit runoff values, computed from discharge measurements at 25 sites, ranged from 0.08 to 12.2 cu ft/sec/sq mi. Mean unit runoff for August computed from 13 years of record at a stream gaging station on the Kobuk River ranged from 1 to 3 cu ft/sec/sq mi. Unit runoff computed from discharge measurements made at eight sites in April 1980 ranged from 0 to 0.30 cubic feet per second per square mile. These values are in reasonable agreement with those derived from the record at the gaging station. High-water marks of maximum evident floods and evidence of ice-affected flooding were found at near bankfull stages at 17 sites on the Kobuk River and its tributaries. Computed unit runoff for the maximum evident floods generally decreases with increasing drainage area. Unit runoff ranges from about 50 to 75 cu ft/sec/sq mi for drainage areas < 1,000 sq mi to < 25 cu ft/sec/sq mi for larger areas. Field determinations were made of water temperature, pH, alkalinity, dissolved-oxygen concentration, and specific conductance, and discharge was measured at about 40 stream sites and one spring. Water samples for laboratory analysis of dissolved inorganic constituents and biological samples were collected in August 1979. Water quality data indicate that the surface waters would be acceptable for most uses; they are a calcium bicarbonate type having dissolved-solids concentrations between 50 and 140 milligm/liter. The pristine nature of the waters is also indicated by the overall diversity and composition of its benthic invertebrate community. A more highly mineralized (about 550 milligm/liter dissolved solids) sodium bicarbonate water flows from Reed River Hot Spring. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834027","usgsCitation":"Childers, J., and Kernodle, D., 1983, Reconnaissance of surface-water resources in the Kobuk River basin, Alaska, 1979-80: U.S. Geological Survey Water-Resources Investigations Report 83-4027, iv, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834027.","productDescription":"iv, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157920,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4027/report-thumb.jpg"},{"id":55431,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a838c","contributors":{"authors":[{"text":"Childers, J.M.","contributorId":41455,"corporation":false,"usgs":true,"family":"Childers","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":196629,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kernodle, D.R.","contributorId":26691,"corporation":false,"usgs":true,"family":"Kernodle","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":196628,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28485,"text":"wri824112 - 1983 - Computation of inflows and outflows of eight regulated lakes in the Oswego River Basin, New York, 1930-79","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri824112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4112","title":"Computation of inflows and outflows of eight regulated lakes in the Oswego River Basin, New York, 1930-79","docAbstract":"Estimates of daily inflows and outflows of eight regulated lakes in the Oswego River basin and discharges of three rivers draining these lakes were computed and compiled for use in evaluated lake-regulation procedures in the basin 's stream and reservoir system and are stored on computer. This report includes a table of monthly flows at these sites from 1930-79. Computations were based on records from the 1930-79 water years. Daily net inflow estimates (lake inflow minus evaporation and possible groundwater seepage) were computed from the outflows and changes in lake storage. Lake storage was estimated from lake level data and elevation-capacity curves for each lake. A smoothing technique was applied to plots of daily lake levels before net inflows were computed. Where lake level or outflow data were missing, net flows were estimated from linear regression equations. Analysis of results indicates that: (1) smoothing the plots of daily lake levels significantly reduces random fluctuations resulting from seiche or wind action; (2) continuous lake storage recorders provide a more reliable record than staff gages (once-daily, lake level readings) for computing daily changes in lake storage; and (3) the effect of smoothing decreases as the computational period is increased. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824112","usgsCitation":"Lumia, R., and Moore, R.B., 1983, Computation of inflows and outflows of eight regulated lakes in the Oswego River Basin, New York, 1930-79: U.S. Geological Survey Water-Resources Investigations Report 82-4112, iv, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824112.","productDescription":"iv, 50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4112/report-thumb.jpg"},{"id":57284,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4112/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7ea7","contributors":{"authors":[{"text":"Lumia, Richard rlumia@usgs.gov","contributorId":4579,"corporation":false,"usgs":true,"family":"Lumia","given":"Richard","email":"rlumia@usgs.gov","affiliations":[],"preferred":true,"id":199891,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moore, R. B.","contributorId":98720,"corporation":false,"usgs":true,"family":"Moore","given":"R.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199892,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10742,"text":"ofr83491 - 1983 - A microcomputer-based data acquisition and control system for the direct shear, ring shear, triaxial shear, and consolidation tests","interactions":[],"lastModifiedDate":"2012-02-02T00:06:24","indexId":"ofr83491","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-491","title":"A microcomputer-based data acquisition and control system for the direct shear, ring shear, triaxial shear, and consolidation tests","docAbstract":"This report is intended to provide internal documentation for the U.S. Geological Survey laboratory's automatic data acquisition system. The operating procedures for each type of test are designed to independently lead a first-time user through the various stages of using the computer to control the test. \r\n\r\nContinuing advances in computer technology and the availability of desktop microcomputers with a wide variety of peripheral equipment at a reasonable cost can create an efficient automated geotechnical testing environment. A geotechnical testing environment is shown in figure 1. Using an automatic data acquisition system, laboratory test data from a variety of sensors can be collected, and manually or automatically recorded on a magnetic device at the same apparent time. The responses of a test can be displayed graphically on a CRT in a matter of seconds, giving the investigator an opportunity to evaluate the test data, and to make timely, informed decisions on such matters as whether to continue testing, abandon a test, or modify procedures. Data can be retrieved and results reported in tabular form, or graphic plots, suitable for publication. \r\n\r\nThermistors, thermocouples, load cells, pressure transducers, and linear variable differential transformers are typical sensors which are incorporated in automated systems. The geotechnical tests which are most practical to automate are the long-term tests which often require readings to be recorded outside normal work hours and on weekends. Automation applications include incremental load consolidation tests, constant-rate-of-strain consolidation tests, direct shear tests, ring shear tests, and triaxial shear tests.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83491","usgsCitation":"Powers, P.S., 1983, A microcomputer-based data acquisition and control system for the direct shear, ring shear, triaxial shear, and consolidation tests: U.S. Geological Survey Open-File Report 83-491, vi, 88 p. ill. ;28 cm., https://doi.org/10.3133/ofr83491.","productDescription":"vi, 88 p. ill. ;28 cm.","costCenters":[],"links":[{"id":143347,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0491/report-thumb.jpg"},{"id":38548,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0491/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adff4","contributors":{"authors":[{"text":"Powers, Philip S.","contributorId":102078,"corporation":false,"usgs":true,"family":"Powers","given":"Philip","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":161888,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18537,"text":"ofr83862 - 1983 - Operation of hydrologic data collection stations by the U.S. Geological Survey in 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:07:27","indexId":"ofr83862","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-862","title":"Operation of hydrologic data collection stations by the U.S. Geological Survey in 1983","docAbstract":"The U.S. Geological Survey operated hydrologic data collection stations during 1983 in response to the needs of all levels of Government for hydrologic information. Surface-water discharge was determined at 11,076 stations; stage data on streams, reservoirs, and lakes were recorded at 2,136 stations; and surface-water quality was determined at 4,610 stations. Ground-water levels were measured at 35,621 stations, and the quality of ground water was determined at 7,648 stations nationwide. Information on precipitation quantity was collected at 800 stations, and quality of precipitation was analyzed at 121 stations. Funding support for the hydrologic stations was derived either solely or from a combination of three major sources--the Geological Survey's Federal Program, the Federal-State Cooperative Program, and reimbursements from other Federal agencies.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83862","usgsCitation":"Condes de la Torre, A., 1983, Operation of hydrologic data collection stations by the U.S. Geological Survey in 1983: U.S. Geological Survey Open-File Report 83-862, iv, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83862.","productDescription":"iv, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":150710,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0862/report-thumb.jpg"},{"id":47888,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0862/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af1e4b07f02db6917d0","contributors":{"authors":[{"text":"Condes de la Torre, Alberto","contributorId":73570,"corporation":false,"usgs":true,"family":"Condes de la Torre","given":"Alberto","email":"","affiliations":[],"preferred":false,"id":179301,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9467,"text":"ofr83873 - 1983 - Water quality data for selected streams tributary to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr83873","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-873","title":"Water quality data for selected streams tributary to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years","docAbstract":"Observations of the physical, chemical, and biological water quality of five streams draining to the tidal Potomac River and Estuary during the 1979-81 water years are tabulated. The streams sampled are Rock Creek, the Northwest and Northeast Branches of the Anacostia River, the Occoquan River, and St. Clements Creek. Samples, usually collected during storms, were routinely analyzed for sediment, biochemical oxygen demand, dissolved silica, and the total and dissolved forms of phosphorus and of nitrogen species. Additional analyses for specific conductance, chlorophyll-a, and phytoplankton abundance and generic composition were done on a few samples taken during the 1980 water year. Observations of water temperature were made during the same period. Selected measurements of the turbidity of the raw water intake for the Occoquan Water Treatment Plant also are included. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83873","usgsCitation":"Hickman, R., 1983, Water quality data for selected streams tributary to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years: U.S. Geological Survey Open-File Report 83-873, ii, 69 p. :map ;28 cm., https://doi.org/10.3133/ofr83873.","productDescription":"ii, 69 p. :map ;28 cm.","costCenters":[],"links":[{"id":142640,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0873/report-thumb.jpg"},{"id":37169,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0873/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9b82","contributors":{"authors":[{"text":"Hickman, R.E.","contributorId":30230,"corporation":false,"usgs":true,"family":"Hickman","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":159738,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9474,"text":"ofr83237 - 1983 - FFTFIL; a filtering program based on two-dimensional Fourier analysis of geophysical data","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr83237","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-237","title":"FFTFIL; a filtering program based on two-dimensional Fourier analysis of geophysical data","docAbstract":"The filtering program 'fftfil' performs a variety of operations commonly required in geophysical studies of gravity, magnetic, and terrain data. Filtering operations are carried out in the wave number domain where the Fourier coefficients of the input data are multiplied by the response of the selected filter. Input grids can be large (2=number of rows or columns=1024) and are not required to have numbers of rows and columns equal to powers of two.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83237","usgsCitation":"Hildenbrand, T., 1983, FFTFIL; a filtering program based on two-dimensional Fourier analysis of geophysical data: U.S. Geological Survey Open-File Report 83-237, 61 p. ill. ;28 cm., https://doi.org/10.3133/ofr83237.","productDescription":"61 p. ill. ;28 cm.","costCenters":[],"links":[{"id":142663,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0237/report-thumb.jpg"},{"id":37176,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0237/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66728e","contributors":{"authors":[{"text":"Hildenbrand, T.G.","contributorId":83892,"corporation":false,"usgs":true,"family":"Hildenbrand","given":"T.G.","email":"","affiliations":[],"preferred":false,"id":159751,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":7612,"text":"ofr83251 - 1983 - Water resources investigations of the U.S. Geological Survey in Missouri, fiscal year 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:05:58","indexId":"ofr83251","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-251","title":"Water resources investigations of the U.S. Geological Survey in Missouri, fiscal year 1983","docAbstract":"Water-resources investigations of the U.S. Geological Survey in Missouri consist of collecting hydrologic data and making interpretive investigations. These data and the results of the investigations are published or released by either the U.S. Geological Survey or by cooperating agencies. This report describes the data-collection activities and investigations in Missouri for the 1983 fiscal year and provides an extensive list of water-resources references for the State of Missouri. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83251","usgsCitation":"Kratzer, W.M., 1983, Water resources investigations of the U.S. Geological Survey in Missouri, fiscal year 1983: U.S. Geological Survey Open-File Report 83-251, ii, 55 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr83251.","productDescription":"ii, 55 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":140081,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0251/report-thumb.jpg"},{"id":35101,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0251/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf42","contributors":{"authors":[{"text":"Kratzer, Wanietia M.","contributorId":40978,"corporation":false,"usgs":true,"family":"Kratzer","given":"Wanietia","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":156302,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}