{"pageNumber":"1508","pageRowStart":"37675","pageSize":"25","recordCount":40834,"records":[{"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":9438,"text":"ofr82901 - 1983 - Microcumpter computation of water quality discharges","interactions":[],"lastModifiedDate":"2012-02-02T00:06:23","indexId":"ofr82901","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":"82-901","title":"Microcumpter computation of water quality discharges","docAbstract":"A fully prompted program (SEDQ) has been developed to calculate daily and instantaneous water quality (QW) discharges. It is written in a version of BASIC, and requires inputs of gage heights, discharge rating curve, shifts, and water quality concentration information. Concentration plots may be modified interactively using the display screen. Semi-logarithmic plots of concentration and water quality discharge are output to the display screen, and optionally to plotters. A summary table of data is also output. SEDQ could be a model program for micro and minicomputer systems likely to be in use within the Water Resources Division, USGS, in the near future. The daily discharge-weighted mean concentration is one output from SEDQ. It is defined in this report, differentiated from the currently used mean concentration, and designated the ' equivalent concentration. ' (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82901","usgsCitation":"Helsel, D., 1983, Microcumpter computation of water quality discharges: U.S. Geological Survey Open-File Report 82-901, iii, 51 p. :ill. ;28 cm., https://doi.org/10.3133/ofr82901.","productDescription":"iii, 51 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":143456,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0901/report-thumb.jpg"},{"id":37147,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0901/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62bd64","contributors":{"authors":[{"text":"Helsel, Dennis R.","contributorId":85569,"corporation":false,"usgs":true,"family":"Helsel","given":"Dennis R.","affiliations":[],"preferred":false,"id":159684,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25885,"text":"wri824018 - 1983 - Determination of dissolved aluminum in water samples","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri824018","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":"82-4018","title":"Determination of dissolved aluminum in water samples","docAbstract":"A technique has been modified for determination of a wide range of concentrations of dissolved aluminum (Al) in water and has been tested. In this technique, aluminum is complexed with 8-hydroxyquinoline at pH 8.3 to minimize interferences, then extracted with methyl isobutyl ketone (MIBK). The extract is analyzed colorimetrically at 395 nm. This technique is used to analyze two forms of monomeric Al, nonlabile (organic complexes) and labile (free, Al, Al sulfate, fluoride and hydroxide complexes). A detection limit 2 ug/L is possible with 25-ml samples and 10-ml extracts. The detection limit can be decreased by increasing the volume of the sample and (or) decreasing the volume of the methyl isobutyl ketone extract. The analytical uncertainty of this method is approximately + or - 5 percent. The standard addition technique provides a recovery test for this technique and ensures precision in samples of low Al concentrations. The average percentage recovery of the added Al plus the amount originally present was 99 percent. Data obtained from analyses of filtered standard solutions indicated that Al is adsorbed on various types of filters. However, the relationship between Al concentrations and adsorption remains linear. A test on standard solutions also indicated that Al is not adsorbed on nitric acid-washed polyethylene and polypropylene bottle wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824018","usgsCitation":"Afifi, A., 1983, Determination of dissolved aluminum in water samples: U.S. Geological Survey Water-Resources Investigations Report 82-4018, iii, 16 p. :ill. ;28 cm., https://doi.org/10.3133/wri824018.","productDescription":"iii, 16 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123767,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4018/report-thumb.jpg"},{"id":54647,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6677f2","contributors":{"authors":[{"text":"Afifi, A.A.","contributorId":98768,"corporation":false,"usgs":true,"family":"Afifi","given":"A.A.","email":"","affiliations":[],"preferred":false,"id":195423,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10521,"text":"ofr83865 - 1983 - Hydrologic data for the Great and Denbow heaths in eastern Maine, October 1981 through October 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:06:30","indexId":"ofr83865","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":"83-865","title":"Hydrologic data for the Great and Denbow heaths in eastern Maine, October 1981 through October 1982","docAbstract":"Hydrologic data collected on the Great and Denbow Heaths, Maine, include precipitation, pan evaporation, air temperatures, streamflow, and ground water levels. These data were collected for a peat bog hydrology study conducted in cooperation with the Maine Geological Survey. The data network consisted of climate information from three rain gages, an evaporation pan and two maximum-minimum thermometers; surface water information from two continuous gaging stations and 19 partial record sites; groundwater information from an observation well equipped with a continuous recorder and 106 piezometers. Methods used for the collection and analyses of data included standard Survey techniques modified for the unique hydrologic environment of the study area. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83865","usgsCitation":"Nichols, W.J., 1983, Hydrologic data for the Great and Denbow heaths in eastern Maine, October 1981 through October 1982: U.S. Geological Survey Open-File Report 83-865, 34 p. :maps ;28 cm., https://doi.org/10.3133/ofr83865.","productDescription":"34 p. :maps ;28 cm.","costCenters":[],"links":[{"id":144248,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0865/report-thumb.jpg"},{"id":38370,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0865/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c79f","contributors":{"authors":[{"text":"Nichols, Wallace J.","contributorId":81106,"corporation":false,"usgs":false,"family":"Nichols","given":"Wallace","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":161536,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10520,"text":"ofr83866 - 1983 - Hydrologic data for the Great and Denbow heaths in eastern Maine, October 1980 through September 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:06:30","indexId":"ofr83866","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":"83-866","title":"Hydrologic data for the Great and Denbow heaths in eastern Maine, October 1980 through September 1981","docAbstract":"Hydrologic data collected on the Great and Denbow Heaths, Maine, include precipitation, pan evaporation, air temperatures, streamflow, groundwater levels, and water quality constituents. These data were collected for a peat bog hydrology study conducted in cooperation with the Maine Geological Survey. The data network consisted of climate information from three rain gages, an evaporation pan, and two maximum-minimum thermometers; surface water information from two continuous gaging stations and 19 partial record sites; groundwater information from an observation well equipped with a continuous recorder and 106 piezometers; and water quality information from 13 wells and seven surface water sites. Water quality constituents include: field determinations of pH, specific conductance, and temperature, and laboratory determinations of common inorganic cations and anions, trace elements, and selected organic compounds. Methods used for the collection and analyses of data included standard Survey techniques modified for the unique hydrologic environment of the study area. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83866","usgsCitation":"Nichols, W.J., Smath, J., and Adamik, J., 1983, Hydrologic data for the Great and Denbow heaths in eastern Maine, October 1980 through September 1981: U.S. Geological Survey Open-File Report 83-866, iii, 47 p. :maps ;28 cm., https://doi.org/10.3133/ofr83866.","productDescription":"iii, 47 p. :maps ;28 cm.","costCenters":[],"links":[{"id":144247,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0866/report-thumb.jpg"},{"id":38369,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0866/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608359","contributors":{"authors":[{"text":"Nichols, Wallace J.","contributorId":81106,"corporation":false,"usgs":false,"family":"Nichols","given":"Wallace","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":161535,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smath, J.A.","contributorId":15174,"corporation":false,"usgs":true,"family":"Smath","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":161533,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Adamik, J.T.","contributorId":55441,"corporation":false,"usgs":true,"family":"Adamik","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":161534,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10518,"text":"ofr83217 - 1983 - Drift-mine reclamation in Big Four Hollow near Lake Hope, Ohio; a preliminary data report","interactions":[],"lastModifiedDate":"2012-02-02T00:06:29","indexId":"ofr83217","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":"83-217","title":"Drift-mine reclamation in Big Four Hollow near Lake Hope, Ohio; a preliminary data report","docAbstract":"A subsurface clay dike and hydraulic seals were constructed in 1979 by the Ohio Department of Natural Resources, Division of Reclamation, to reduce acid mine drainage from an abandoned drift mine into Big Four Hollow Creek; Big Four Hollow Creek flow into Sandy Run, the major tributary to Lake Hope. A monitoring program was established in 1979 by the U.S. Geological Survey, Water Resources Division to evaluate sealing effects on surface-water and ground-water systems fo the Big Four Hollow Creek and Sandy Run area just below the mine.\r\n\r\nData were collected by private consultants in 1970-71 near the mouth of Big Four Hollow Creek (U.S. Geological Survey station (03201700). Results showed an average pH of 3.1 (calculated from mean hydrogen-ion concentration in moles per liter) and a pH range of 2.7 to 4.8. The estimated sulfate load was 1,000 pounds per day, and the estimated iron load wsa 100 pounds per day.\r\n\r\nData collected in 1979, before dike construction at this site, showed a daily mean pH range of 3.4 to 5.4 with an average of 3.7, and a daily mean specific-conductance range of 160 to 600 micromhos per centimeter at 25 degrees Celsius (?mho/cm), averaging 400. Again, the estimated sulfate load was 1,000 pounds per day, but the estimated iron load had decreased to 50 pounds per day.\r\n\r\nThe first 6 months of postconstruction data from the site in 1980 showd a daily mean pH range of 4.5 to 6.8 with an average of 4.9, and a daily mean conductance range of 175 to 405 ?mho/cm with an average of 300. The estimated sulfate load had decreased to 570 pounds per day and the iron load to 8.5 pounds per day.\r\n\r\nData collected during the first 6 months after construction indicate moderate improvement in water quality. However, acidic water is still being impounded behind the dike and seals and has not yet been flushed ou by infiltrating rain and ground water. Because the system has not yet stabilized, no interpretation or conclusive statement can be made at this time.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83217","usgsCitation":"Nichols, V.E., 1983, Drift-mine reclamation in Big Four Hollow near Lake Hope, Ohio; a preliminary data report: U.S. Geological Survey Open-File Report 83-217, v, 120 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr83217.","productDescription":"v, 120 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":144096,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0217/report-thumb.jpg"},{"id":38366,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0217/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699d81","contributors":{"authors":[{"text":"Nichols, Vance E. vnichols@usgs.gov","contributorId":5456,"corporation":false,"usgs":true,"family":"Nichols","given":"Vance","email":"vnichols@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":161530,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1674,"text":"wsp2240 - 1983 - Estimation of nonpoint source loadings of phosphorus for lakes in the Puget Sound region, Washington","interactions":[{"subject":{"id":9135,"text":"ofr82161 - 1983 - Estimation of nonpoint sources of phosphorus for lakes in the Puget Sound region, Washington","indexId":"ofr82161","publicationYear":"1983","noYear":false,"title":"Estimation of nonpoint sources of phosphorus for lakes in the Puget Sound region, Washington"},"predicate":"SUPERSEDED_BY","object":{"id":1674,"text":"wsp2240 - 1983 - Estimation of nonpoint source loadings of phosphorus for lakes in the Puget Sound region, Washington","indexId":"wsp2240","publicationYear":"1983","noYear":false,"title":"Estimation of nonpoint source loadings of phosphorus for lakes in the Puget Sound region, Washington"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp2240","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2240","title":"Estimation of nonpoint source loadings of phosphorus for lakes in the Puget Sound region, Washington","docAbstract":"Control of eutrophication of lakes in watersheds undergoing development is facilitated by estimates of the amounts of phosphorus (P) that reach the lakes from areas under various types of land use. Using a mass-balance model, the author calculated P loadings from present-day P concentrations measured in lake water and from other easily measured physical characteristics in a total of 28 lakes in drainage basins that contain only forest and residential land. The loadings from background sources (forest-land drainage and bulk precipitation) to each of the lakes were estimated by methods developed in a previous study. Differences between estimated present-day P loadings and loadings from background sources were attributed to changes in land use. The mean increase in annual P yield resulting from conversion of forest to residential land use was 7 kilograms per square kilometer, not including septic tank system contributions. Calculated loadings from septic systems were found to correlate best with the number of near-shore dwellings around each lake in 1940. The regression equation expressing this relationship explained 36 percent of the sample variance. There was no significant correlation between estimated septic tank system P loadings and number of dwellings present in 1960 or 1970. The evidence indicates that older systems might contribute more phosphorus to lakes than newer systems, and that there may be substantial time lags between septic system installation and significant impacts on lake-water P concentrations. For lakes in basins that contain agricultural land, the P loading attributable to agriculture can be calculated as the difference between the estimated total loading and the sum of estimated loadings from nonagricultural sources. A comprehensive system for evaluating errors in all loading estimates is presented. The empirical relationships developed allow preliminary approximations of the cumulative impact development has had on P loading and the amounts of P loading from generalized land-use categories for Puget Sound lowland lakes. In addition, the sensitivity of a lake to increased loading can be evaluated using the mass-balance model. The data required are presently available for most lakes. Estimates of P loading are useful in developing water-quality goals, setting priorities for lake studies, and designing studies of individual lakes. The suitability of a method for management of individual lakes will often be limited by relatively high levels of uncertainty, especially if the method is used to evaluate relatively small increases in P loading.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2240","usgsCitation":"Gilliom, R.J., 1983, Estimation of nonpoint source loadings of phosphorus for lakes in the Puget Sound region, Washington: U.S. Geological Survey Water Supply Paper 2240, iv, 24 p. :ill., 1 map ;28 cm., https://doi.org/10.3133/wsp2240.","productDescription":"iv, 24 p. :ill., 1 map ;28 cm.","costCenters":[],"links":[{"id":138235,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2240/report-thumb.jpg"},{"id":26749,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2240/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb25d","contributors":{"authors":[{"text":"Gilliom, Robert J. rgilliom@usgs.gov","contributorId":488,"corporation":false,"usgs":true,"family":"Gilliom","given":"Robert","email":"rgilliom@usgs.gov","middleInitial":"J.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":143954,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9882,"text":"ofr83492 - 1983 - Modifications of the IBM personal computer synchronous communications support programs for use with the Multics","interactions":[],"lastModifiedDate":"2012-02-02T00:06:10","indexId":"ofr83492","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":"83-492","title":"Modifications of the IBM personal computer synchronous communications support programs for use with the Multics","docAbstract":"Version 1.00 of the Asynchronous Communications Support supplied with the IBM Personal Computer must be modified to be used for communications with Multics. Version 2.00 can be used as supplied, but error checking and screen printing capabilities can be added by using modifications very similar to those required for Version 1.00. This paper describes and lists required programs on Multics and appropriate modifications to both Versions 1.00 and 2.00 of the programs supplied by IBM.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83492","usgsCitation":"Kork, J.O., 1983, Modifications of the IBM personal computer synchronous communications support programs for use with the Multics: U.S. Geological Survey Open-File Report 83-492, 26 p.  ;28 cm., https://doi.org/10.3133/ofr83492.","productDescription":"26 p.  ;28 cm.","costCenters":[],"links":[{"id":140948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0492/report-thumb.jpg"},{"id":37670,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0492/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db62862a","contributors":{"authors":[{"text":"Kork, John O.","contributorId":20323,"corporation":false,"usgs":true,"family":"Kork","given":"John","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":160451,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9446,"text":"ofr821012 - 1983 - An assessment of the hydrologic information required for the U.S. Bureau of Land Management-U.S. Geological Survey coal-hydrology program in the West","interactions":[],"lastModifiedDate":"2012-02-02T00:06:12","indexId":"ofr821012","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":"82-1012","title":"An assessment of the hydrologic information required for the U.S. Bureau of Land Management-U.S. Geological Survey coal-hydrology program in the West","docAbstract":"In 1974, the U.S. Bureau of Land Management began the Energy Minerals Rehabilitation Inventory and Analysis (EMRIA) Program, now known as the Coal Hydrologic Investigations Program, to collect detailed information on water and other resources of proposed coal-lease areas. The U.S. Geological Survey has been collecting water-resource information for the U.S. Bureau of Land Management since the program was started. This report summarizes the U.S. Bureau of Land Management's hydrologic information needs in the different stages of the land-use planning and coal-leasing process and presents an evaluation of the use of the U.S. Geological Survey's precipitation-runoff model from a Bureau of Land Management perspective. Information collected by the U.S. Geological Survey for precipitation, surface water, ground water, and water quality has been used extensively in environmental assessments and site-specific analyses for coal leasing. \r\n\r\nThe U.S. Geological Survey also has been calibrating a precipitation-runoff model used to estimate the surface discharge of ungaged basins in northwestern Colorado. A test of the model shows that it will provide surface-discharge estimates for ungaged basins within the accuracy required for the U.S. Bureau of Land Management's land-use planning and coal-leasing process. However, the model is most effective when applied by an experienced user. In addition, more verification of the model is needed before it will accurately predict the impacts of coal mining on surface water.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr821012","usgsCitation":"Herbert, R.A., 1983, An assessment of the hydrologic information required for the U.S. Bureau of Land Management-U.S. Geological Survey coal-hydrology program in the West: U.S. Geological Survey Open-File Report 82-1012, iv, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr821012.","productDescription":"iv, 32 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142205,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/1012/report-thumb.jpg"},{"id":37155,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/1012/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685721","contributors":{"authors":[{"text":"Herbert, Richard A.","contributorId":6451,"corporation":false,"usgs":true,"family":"Herbert","given":"Richard","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":159700,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1348,"text":"wsp2216 - 1983 - Daily water and sediment discharges from selected rivers of the eastern United States; a time-series modeling approach","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp2216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2216","title":"Daily water and sediment discharges from selected rivers of the eastern United States; a time-series modeling approach","docAbstract":"Time-series models were constructed for analysis of daily runoff and sediment discharge data from selected rivers of the Eastern United States. Logarithmic transformation and first-order differencing of the data sets were necessary to produce second-order, stationary time series and remove seasonal trends. \r\n\r\nCyclic models accounted for less than 42 percent of the variance in the water series and 31 percent in the sediment series. Analysis of the apparent oscillations of given frequencies occurring in the data indicates that frequently occurring storms can account for as much as 50 percent of the variation in sediment discharge. \r\n\r\nComponents of the frequency analysis indicate that a linear representation is reasonable for the water-sediment system. Models that incorporate lagged water discharge as input prove superior to univariate techniques in modeling and prediction of sediment discharges. The random component of the models includes errors in measurement and model hypothesis and indicates no serial correlation. An index of sediment production within or between drain-gage basins can be calculated from model parameters.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wsp2216","usgsCitation":"Fitzgerald, M.G., and Karlinger, M.R., 1983, Daily water and sediment discharges from selected rivers of the eastern United States; a time-series modeling approach: U.S. Geological Survey Water Supply Paper 2216, vi, 24 p. :ill., 1 map ;27 cm., https://doi.org/10.3133/wsp2216.","productDescription":"vi, 24 p. :ill., 1 map ;27 cm.","costCenters":[],"links":[{"id":137526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2216/report-thumb.jpg"},{"id":26423,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2216/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65acb2","contributors":{"authors":[{"text":"Fitzgerald, Michael G.","contributorId":42942,"corporation":false,"usgs":true,"family":"Fitzgerald","given":"Michael","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":143606,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Karlinger, Michael R.","contributorId":10777,"corporation":false,"usgs":true,"family":"Karlinger","given":"Michael","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143605,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8449,"text":"ofr83550 - 1983 - Nonparametric tests for trends in water-quality data using the statistical analysis system","interactions":[],"lastModifiedDate":"2016-06-01T15:43:25","indexId":"ofr83550","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":"83-550","title":"Nonparametric tests for trends in water-quality data using the statistical analysis system","docAbstract":"<p>Two nonparametric procedures to test for trends in water-quality data (SEASKEN AND SEASRS) have been developed for the Statistical Analysis System* (SAS). The procedure SEASKEN tests for a monotonic trend in time by a modified form of Kendall's tau, the Seasonal Kendall test. The procedure SEASRS tests for a step trend between two different periods in a time series using a modified form of the Wilcoxon (Mann-Whitney) rank sum test, the Mann-WhitneyWilcoxon rank sum test for seasonal data. Examples are presented using the two procedures. The source code and user's guide for each of the two procedures are also presented.</p>\n<p>Procedures for flow adjusting water-quality data by the SAS procedures REG and SYSREG and techniques for plotting water-quality data as a time series by the SAS procedure PLOT are presented.</p>\n<p>Additionally, examples are presented to demonstrate the use of the U.S. Geological Survey procedures QWRETR, DVRETR, QWSAS, and DVINPUT to retrieve data from the Geological Survey WATSTORE system and make it available to SAS.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83550","usgsCitation":"Crawford, C.G., Slack, J.R., and Hirsch, R.M., 1983, Nonparametric tests for trends in water-quality data using the statistical analysis system: U.S. Geological Survey Open-File Report 83-550, iv, 102 p., https://doi.org/10.3133/ofr83550.","productDescription":"iv, 102 p.","numberOfPages":"106","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":140525,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0550/report-thumb.jpg"},{"id":36022,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0550/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684672","contributors":{"authors":[{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":157734,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slack, James R.","contributorId":43778,"corporation":false,"usgs":true,"family":"Slack","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":157736,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hirsch, Robert M. 0000-0002-4534-075X rhirsch@usgs.gov","orcid":"https://orcid.org/0000-0002-4534-075X","contributorId":2005,"corporation":false,"usgs":true,"family":"Hirsch","given":"Robert","email":"rhirsch@usgs.gov","middleInitial":"M.","affiliations":[{"id":37316,"text":"WMA - Integrated Information Dissemination Division","active":true,"usgs":true},{"id":37778,"text":"WMA - Integrated Modeling and Prediction Division","active":true,"usgs":true},{"id":502,"text":"Office of Surface Water","active":true,"usgs":true},{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":157735,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1329,"text":"wsp2201 - 1983 - Geohydrology and effects of water use in the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona","interactions":[{"subject":{"id":8772,"text":"ofr81911 - 1981 - Geohydrology and effects of water use in the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona","indexId":"ofr81911","publicationYear":"1981","noYear":false,"title":"Geohydrology and effects of water use in the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona"},"predicate":"SUPERSEDED_BY","object":{"id":1329,"text":"wsp2201 - 1983 - Geohydrology and effects of water use in the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona","indexId":"wsp2201","publicationYear":"1983","noYear":false,"title":"Geohydrology and effects of water use in the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp2201","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2201","title":"Geohydrology and effects of water use in the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona","docAbstract":"The N aquifer is the main source of water in the 5,400-square-mile Black Mesa area in the Navajo and Hopi Indian Reservations in northeastern Arizona. The N aquifer consists of the Navajo Sandstone and parts of the underlying Kayenta Formation and Wingate Sandstone of Jurassic and Triassic age. Maximum saturated thickness of the aquifer is about 1,050 feet in the northwestern part of the area, and the aquifer thins to extinction to the southeast. Water is under confined conditions in the central 3,300 square miles of the area. To the east, north, and west of Black Mesa, the aquifer is exposed at the surface, and water is unconfined. The aquifer was in equilibrium before about 1965. Recharge of about 13,000 acre-feet per year was balanced primarily by discharge near Moenkopi Wash and Laguna Creek and by evapotranspiration. At least 180 million acre-feet of water was in storage. The estimated average hydraulic conductivity of the aquifer is 0.65 foot per day. The confined storage coefficient is estimated to be about 0.0004 where the aquifer is thickest, and the estimated unconfined storage coefficient ranges from 0.10 to 0.15. \r\n\r\nGround-water withdrawals that averaged 5,300 acre-feet per year from 1976 to 1979 have caused water levels to decline in wells in the confined part of the aquifer. Withdrawals include an average of 3,700 acre-feet per year to supply a coal-slurry pipeline from a coal mine on Black Mesa. Six observation wells equipped with water-level recorders have been used to monitor aquifer response. The water level in one well 32 miles south of the mine declined 17 feet from 1972 through 1979 and 3.5 feet during 1979. \r\n\r\nA mathematical model of the N aquifer was developed and calibrated for equilibrium and nonequilibrium conditions. The model was used in part to improve estimates of aquifer characteristics and the water budget, and it successfully reproduced the observed response of the aquifer through 1979. The model results indicate that about 95 percent of the 44,000 acre-feet of water pumped from 1965 to 1979 was withdrawn from storage, but the reduction amounted to less than 0.03 percent of total storage. Water-level declines through 1979 were estimated to be more than 100 feet in an area of 200 square miles. Four projections of future water-level changes were made using the model. The most probable projection indicates that water-level declines would exceed 100 feet in an area of 440 square miles by 2001. Most of the decline would be recovered within a few years if withdrawals at the mine ceased. By 1990, however, municipal-supply pumpage is expected to exceed pumpage at the mine, and this pumpage would continue to have significant impacts on water levels in the Black Mesa area.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2201","usgsCitation":"Eychaner, J.H., 1983, Geohydrology and effects of water use in the Black Mesa area, Navajo and Hopi Indian Reservations, Arizona: U.S. Geological Survey Water Supply Paper 2201, vi, 26 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2201.","productDescription":"vi, 26 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138019,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2201/report-thumb.jpg"},{"id":26384,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2201/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a731","contributors":{"authors":[{"text":"Eychaner, James H.","contributorId":102050,"corporation":false,"usgs":true,"family":"Eychaner","given":"James","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":143571,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19374,"text":"ofr83588 - 1983 - A seismic study of Yucca Mountain and vicinity, southern Nevada; data report and preliminary results","interactions":[],"lastModifiedDate":"2012-02-02T00:07:38","indexId":"ofr83588","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":"83-588","title":"A seismic study of Yucca Mountain and vicinity, southern Nevada; data report and preliminary results","docAbstract":"From 1980 to 1982, the U.S. Geological Survey conducted seismic refraction studies at the Nevada Test Site to aid in an investigation of the regional crustal structure at a possible nuclear waste repository site near Yucca Mountain. Two regionally distributed deployments and one north-south deployment recorded nuclear events. First arrival times from these deployments were plotted on a location map and contoured to determine traveltime delays. The results indicate delays as large as 0.5 s in the Yucca Mountain and Crater Flat areas relative to the Jackass Flats area. A fourth east-west deployment recorded a chemical explosion and was interpreted using a two-dimensional computer raytracing technique. Delays as high as 0.7 s were observed over Crater Flat and Yucca Mountain. The crustal model derived from this profile indicates that Paleozoic rocks, which outcrop to the east at Skull Mountain and the Calico Hills, and to the west at Bare Mountain, lie at a minimum depth of 3 km beneath part of Yucca Mountain. These results confirm earlier estimates based on the modeling of detailed gravity data. A mid-crustal boundary at 15 ? 2 km beneath Yucca Mountain is evidenced by a prominent reflection recorded beyond 43 km range at 1.5 s reduced time. Other mid-crustal boundaries have been identified at 24 and 30 km and the total crustal thickness is 35 km.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83588","usgsCitation":"Hoffman, L., and Mooney, W.D., 1983, A seismic study of Yucca Mountain and vicinity, southern Nevada; data report and preliminary results: U.S. Geological Survey Open-File Report 83-588, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83588.","productDescription":"50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":152063,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0588/report-thumb.jpg"},{"id":48849,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0588/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0588/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b18e4b07f02db6a66bf","contributors":{"authors":[{"text":"Hoffman, L.R.","contributorId":78358,"corporation":false,"usgs":true,"family":"Hoffman","given":"L.R.","email":"","affiliations":[],"preferred":false,"id":180768,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mooney, W. D.","contributorId":72376,"corporation":false,"usgs":true,"family":"Mooney","given":"W.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":180767,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10315,"text":"ofr83536 - 1983 - Subsurface storage of freshwater in South Florida; a digital analysis of recoverability","interactions":[{"subject":{"id":10315,"text":"ofr83536 - 1983 - Subsurface storage of freshwater in South Florida; a digital analysis of recoverability","indexId":"ofr83536","publicationYear":"1983","noYear":false,"title":"Subsurface storage of freshwater in South Florida; a digital analysis of recoverability"},"predicate":"SUPERSEDED_BY","object":{"id":2303,"text":"wsp2261 - 1985 - Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","indexId":"wsp2261","publicationYear":"1985","noYear":false,"title":"Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability"},"id":1}],"supersededBy":{"id":2303,"text":"wsp2261 - 1985 - Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability","indexId":"wsp2261","publicationYear":"1985","noYear":false,"title":"Subsurface storage of freshwater in South Florida; a digital model analysis of recoverability"},"lastModifiedDate":"2020-06-12T18:21:07.706026","indexId":"ofr83536","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":"83-536","title":"Subsurface storage of freshwater in South Florida; a digital analysis of recoverability","docAbstract":"As part of a feasibility study of cyclic freshwater injection, digital models were implemented to analyze the relation of recovery efficiency to various hydrogeologic conditions which could prevail in brackish aquifers and to various management regimes. The analyses implemented an approach in which the control for sensitivity testing was a hypothetical aquifer representative of potential injection zones in south Florida, and parameter variations in sensitivity tests represented possible variations in aquifer conditions in the area. The permeability of the aquifer determined whether buoyancy stratification could reduce recovery efficiency. The range of permeability leading to buoyancy stratification became lower as resident fluid salinity increased. Thus, recovery efficiency was optimized by both low permeability and low resident fluid density. High levels of simulated hydrodynamic dispersion led to the lowest estimates of recovery efficiency. Advection by regional flow within the artesian injection zone could significantly affect recovery efficiency, depending upon the storage period, the volume injected, and site-specific hydraulic characteristics. Recovery efficiency was unrelated to the rate of injection or withdrawal or to the degree of penetration of permeable layers, and improved with successive cycles of injection and recovery. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr83536","usgsCitation":"Merritt, M.L., 1983, Subsurface storage of freshwater in South Florida; a digital analysis of recoverability: U.S. Geological Survey Open-File Report 83-536, vi, 73 p., https://doi.org/10.3133/ofr83536.","productDescription":"vi, 73 p.","costCenters":[],"links":[{"id":375571,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0536/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0536/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.14453125,\n              24.246964554300924\n            ],\n            [\n              -79.453125,\n              24.246964554300924\n            ],\n            [\n              -79.453125,\n              28.265682390146477\n            ],\n            [\n              -83.14453125,\n              28.265682390146477\n            ],\n            [\n              -83.14453125,\n              24.246964554300924\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699634","contributors":{"authors":[{"text":"Merritt, Michael L.","contributorId":29392,"corporation":false,"usgs":true,"family":"Merritt","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":161185,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18184,"text":"ofr83778 - 1983 - Geophysical investigations in the Dhahar-Al Hajrah region, Wadi Malahah Quadrangle, southwestern Saudi Arabia","interactions":[],"lastModifiedDate":"2012-02-02T00:07:19","indexId":"ofr83778","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":"83-778","title":"Geophysical investigations in the Dhahar-Al Hajrah region, Wadi Malahah Quadrangle, southwestern Saudi Arabia","docAbstract":"Crone electromagnetic, self-potential, and induced polarization surveys were conducted in the Dhahar-Al Hajrah region, southwestern Saudi Arabia, in support of geological and geochemical exploration for volcanogenic sulfide deposits. Although a previous, airborne electromagnetic survey found no anomalies in the vicinity of the ancient mines in the region, surface indications of anomalous copper and zinc at both Dhahar and Al Hajrah are abundant. \r\n\r\nReconnaissance Crone electromagnetic traverses across the Dhahar prospect area delineated numerous conductive zones, but none had a dip-angle anomaly of more than 10?. Similar results were obtained at Al Hajrah. \r\n\r\nWith one or two encouraging exceptions, self-potential surveys at Al Hajrah showed only broad gradients and anomalies having amplitudes of less than 40 mV. Dipole-dipole induced polarization surveys at Al Hajrah delineated two nearly continuous polarizable zones having an aggregate strike length of almost 7 km. The two zones are symmetrically disposed on either side of a median aplitic dike and may lie on opposing limbs of a south-plunging antiform. Chargeabilities in the anomalous zones are weak to moderate but in most places are clearly associated with anomalous copper and (or) zinc concentrations found by surface sampling. \r\n\r\nGround electromagnetic traverses are recommended to determine the most conductive intervals of anomalous induced polarization effect in the anomalous zones; these conductive intervals should then be tested by drilling, where appropriate. Reconnaissance self-potential traverses are also recommended at Dhahar, and additional ground electromagnetic surveys are recommended across two airborne electromagnetic anomalies located immediately southeast of the Al Hajrah target.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83778","usgsCitation":"Blank, H., 1983, Geophysical investigations in the Dhahar-Al Hajrah region, Wadi Malahah Quadrangle, southwestern Saudi Arabia: U.S. Geological Survey Open-File Report 83-778, ii, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83778.","productDescription":"ii, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":150539,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0778/report-thumb.jpg"},{"id":47548,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0778/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":47549,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0778/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":47550,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0778/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":47551,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0778/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":47552,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0778/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":47553,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0778/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c1b6","contributors":{"authors":[{"text":"Blank, H. R.","contributorId":50516,"corporation":false,"usgs":true,"family":"Blank","given":"H. R.","affiliations":[],"preferred":false,"id":178671,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8733,"text":"ofr83642 - 1983 - Explosion-induced stress changes estimated from vibrating-wire stressmeter measurements near the Mighty Epic event, Nevada Test Site","interactions":[],"lastModifiedDate":"2012-02-02T00:06:11","indexId":"ofr83642","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":"83-642","title":"Explosion-induced stress changes estimated from vibrating-wire stressmeter measurements near the Mighty Epic event, Nevada Test Site","docAbstract":"Explosion-induced compressive stress increases near an underground nuclear explosion are believed to contribute significantly to the containment of high-pressure gases within the explosion-produced cavity. These induced compressive stresses are predicted by computer calculations, but have never been adequately confirmed by field measurements, owing primarily to the unique difficulties of obtaining such field data. Vibrating-wire stressmeter measurements made near the Mighty Epic nuclear detonation, however, qualitatively indicate that within 150 meters of the working point, permanent compressive stress increases of several megapascals were present 15 weeks after the event. Additionally, stress-change magnitudes interpreted from the stressmeter data between the 75- and 260-meter range from the working point compare favorably with calculational predictions of the stress changes believed to be present shortly after detonation of the event. The measurements and calculations differ, however, with regard to the pattern of stress change radial and transverse to the explosion source. For the range of the field measurements from the working point, computer models predict the largest compressive-stress increase to be radial to the explosion source, while the field data indicate the transverse component of. stress change to be the most compressive. The significance of time-dependent modification of the initial explosion-induced stress distribution is, however, uncertain with regard to the comparison of the field measurements and theoretical predictions.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83642","usgsCitation":"Ellis, W., and Kibler, J., 1983, Explosion-induced stress changes estimated from vibrating-wire stressmeter measurements near the Mighty Epic event, Nevada Test Site: U.S. Geological Survey Open-File Report 83-642, i, 28 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr83642.","productDescription":"i, 28 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":142035,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0642/report-thumb.jpg"},{"id":36313,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0642/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdea6","contributors":{"authors":[{"text":"Ellis, William L.","contributorId":89128,"corporation":false,"usgs":true,"family":"Ellis","given":"William L.","affiliations":[],"preferred":false,"id":158231,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kibler, J.D.","contributorId":68311,"corporation":false,"usgs":true,"family":"Kibler","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":158230,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9135,"text":"ofr82161 - 1983 - Estimation of nonpoint sources of phosphorus for lakes in the Puget Sound region, Washington","interactions":[{"subject":{"id":9135,"text":"ofr82161 - 1983 - Estimation of nonpoint sources of phosphorus for lakes in the Puget Sound region, Washington","indexId":"ofr82161","publicationYear":"1983","noYear":false,"title":"Estimation of nonpoint sources of phosphorus for lakes in the Puget Sound region, Washington"},"predicate":"SUPERSEDED_BY","object":{"id":1674,"text":"wsp2240 - 1983 - Estimation of nonpoint source loadings of phosphorus for lakes in the Puget Sound region, Washington","indexId":"wsp2240","publicationYear":"1983","noYear":false,"title":"Estimation of nonpoint source loadings of phosphorus for lakes in the Puget Sound region, Washington"},"id":1}],"supersededBy":{"id":1674,"text":"wsp2240 - 1983 - Estimation of nonpoint source loadings of phosphorus for lakes in the Puget Sound region, Washington","indexId":"wsp2240","publicationYear":"1983","noYear":false,"title":"Estimation of nonpoint source loadings of phosphorus for lakes in the Puget Sound region, Washington"},"lastModifiedDate":"2022-08-22T20:53:57.05488","indexId":"ofr82161","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":"82-161","title":"Estimation of nonpoint sources of phosphorus for lakes in the Puget Sound region, Washington","docAbstract":"<p>Control of eutrophication of lakes in watersheds undergoing development is facilitated by estimates of the amounts of phosphorus (P) that reach the lakes from areas under various types of land use. Using a mass-balance model, the writer calculated P loadings from present-day P concentrations measured in lake water and from other easily measured physical characteristics in a total of 28 lakes in drainage basins that contain only forest and residential land. The loadings from background sources (forest-land drainage and bulk precipitation) to each of the lakes were estimated by methods developed in a previous study. Differences between estimated present-day P loadings and loadings from background sources were attributed to changes in land use. The mean increase in annual P yield resulting from conversion of forest to residential land use was 7 kilograms per square kilometer, not including septic-tank system contributions. Calculated loadings from septic systems were found to correlate best with the number of near-shore dwellings around each lake in 1940. The regression equation expressing this relationship explained 36 percent of the sample variance. There was no significant correlation between estimated septic-tank system P loadings and numbers of dwellings present in 1960 or 1970. The evidence indicates that older systems might contribute more phosphorus to lakes than newer systems, and that there may be substantial time lags between septic-system installation and significant impacts on lake-water P concentrations. For lakes in basins that contain agricultural land, the P loading attributable to agriculture can be calculated as the difference between the estimated total loading and the sum of estimated loadings from all other (nonagricultural) sources. A comprehensive system for evaluating errors in all loading estimates is presented. The empirical relationships developed allow preliminary approximations of the cumulative impact that development has had on P loading and the amounts of P loading from generalized land-use categories for Puget Sound lowland lakes. In addition, the sensitivity of a lake to increased loading can be evaluated using the mass-balance model. The methods use data that are presently available for most lakes. All the estimates are most suitable for use in developing water-quality goals, setting priorities for lake studies, and designing studies of individual lakes. The suitability of the method for management of individual lakes will often be limited by relatively high levels of uncertainty, especially if the method is used to evaluate relatively small increases in P loading.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82161","usgsCitation":"Gilliom, R.J., 1983, Estimation of nonpoint sources of phosphorus for lakes in the Puget Sound region, Washington: U.S. Geological Survey Open-File Report 82-161, iv, 42 p., https://doi.org/10.3133/ofr82161.","productDescription":"iv, 42 p.","costCenters":[],"links":[{"id":405423,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0161/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142172,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0161/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Puget Sound region","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -124.69482421875,\n              47.07012182383309\n            ],\n            [\n              -121.871337890625,\n              47.07012182383309\n            ],\n            [\n              -121.871337890625,\n              48.8936153614802\n            ],\n            [\n              -124.69482421875,\n              48.8936153614802\n            ],\n            [\n              -124.69482421875,\n              47.07012182383309\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb265","contributors":{"authors":[{"text":"Gilliom, Robert J. rgilliom@usgs.gov","contributorId":488,"corporation":false,"usgs":true,"family":"Gilliom","given":"Robert","email":"rgilliom@usgs.gov","middleInitial":"J.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":159162,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":982,"text":"wsp2200 - 1983 - Analysis and computer simulation of stream-aquifer hydrology, Arkansas River Valley, southwestern Kansas","interactions":[{"subject":{"id":7811,"text":"ofr81686 - 1981 - Analysis and computer simulation of stream-aquifer hydrology, Arkansas River valley, southwestern Kansas","indexId":"ofr81686","publicationYear":"1981","noYear":false,"title":"Analysis and computer simulation of stream-aquifer hydrology, Arkansas River valley, southwestern Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":982,"text":"wsp2200 - 1983 - Analysis and computer simulation of stream-aquifer hydrology, Arkansas River Valley, southwestern Kansas","indexId":"wsp2200","publicationYear":"1983","noYear":false,"title":"Analysis and computer simulation of stream-aquifer hydrology, Arkansas River Valley, southwestern Kansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp2200","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2200","title":"Analysis and computer simulation of stream-aquifer hydrology, Arkansas River Valley, southwestern Kansas","docAbstract":"A study was made, in cooperation with the Division of Water Resources, Kansas State Board of Agriculture, to determine geohydrologic conditions underlying nearly 110,000 acres of the Arkansas River Valley between the Colorado-Kansas State line and the Bear Creek Fault zone in southwestern Kansas. The Arkansas River meanders atop and interacts hydraulically with the area's unconfined sand and gravel aquifer. Owing to decreasing recharge and increasing discharge during the 1970's, water levels declined an average of 4 feet during 1970-79. Average annual streamflow at Syracuse, Kansas, also decreased from 232 cubic feet per second during 1951-69 to 85 cubic feet per second during 1970-79. \r\n\r\nA digital-computer model was calibrated to simulate the trends of historic water levels and streamflow during 1970-79. Simulated 1975-79 conditions depict an annual recharge to the aquifer of 15,000 acre-ft (acre-feet) from river leakage, 9,000 acre-ft from boundary inflow, and 50,000 acre-ft from deep percolation. Simulated annual discharge consists of 12,000 acre-ft to boundary outflow across the Bear Creek Fault zone, 1,000 acre-ft as leakage to the Arkansas River, 11,000 acre-ft to groundwater evaporation, and 57,000 acre-ft to pumpage. Simulated annual recharge was 7,000 acre-ft less than simulated annual discharge of 81,000 acre-ft. \r\n\r\nSimulation indicates that: (1) The long-term effects of less recharge from smaller than average amounts of annual precipitation during the 1970's were offset by more recharge during brief, timely periods of much greater than the mean monthly amounts of precipitation, and (2) the effects of the increased pumpage were partly offset by increased recharge resulting from increased irrigation. Model results indicate that the water-level decline and streamflow shortage during 1970-79 were affected more directly by departures from historic (1951-69) rates of incoming streamflow than by either the smaller than average amounts of precipitation or the increased pumpage during the 1970's. Results also indicate that waterlevel declines and streamflow reduction would stabilize or reverse during 1980-82 if one of the following conditions prevailed: (1) Monthly precipitation increased to 25 percent greater than the normal for 3 years. (2) pumpage decreased to 50 percent of the 1979 rate or, (3) incoming streamflow increased to the 1951-69 rate.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2200","usgsCitation":"Barker, R., Sauer, C.G., and Dunlap, L.E., 1983, Analysis and computer simulation of stream-aquifer hydrology, Arkansas River Valley, southwestern Kansas: U.S. Geological Survey Water Supply Paper 2200, vii, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2200.","productDescription":"vii, 59 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137876,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2200/report-thumb.jpg"},{"id":25553,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2200/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25554,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2200/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680ca5","contributors":{"authors":[{"text":"Barker, R.A.","contributorId":28952,"corporation":false,"usgs":true,"family":"Barker","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":142963,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sauer, C. G.","contributorId":52548,"corporation":false,"usgs":true,"family":"Sauer","given":"C.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":142965,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dunlap, L. E.","contributorId":45685,"corporation":false,"usgs":true,"family":"Dunlap","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":142964,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10240,"text":"ofr83422 - 1983 - High-Resolution Seismic Profile and Sidescan-Sonar Data Collected During June 1980 Offshore New Jersey, Whitefoot Cruise 80-1","interactions":[],"lastModifiedDate":"2018-06-18T14:51:00","indexId":"ofr83422","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":"83-422","title":"High-Resolution Seismic Profile and Sidescan-Sonar Data Collected During June 1980 Offshore New Jersey, Whitefoot Cruise 80-1","docAbstract":"<p>This survey (888 km), of the New Jersey nearshore area, extended between Corson Inlet to the south and Mlanasquan Inlet to the north and from about 8 m depth to about 25 m depth. The lines were located between latitudes 39° and 40°10'N and longitudes 73°50' and 74° 40'W. High-resolution seismic­reflection data were collected using an EG&amp;G Uniboom (400-4000 Hz) and an ORE Mode! 1035 (3.5 kHz) subbottom profiling system in conjunction with a Klein Sidescan Sonar System (100 kHz). While the quality of the data is variable, it is virtually all usable and generally of good quality but rarely excellent. Due to equipment failure, only 880 km of 3.5 kHz and 796 km of sidescan-sonar data were recorded. Navigation was by Loran-C. and fixes were recorded at 5-minute time intervals with some gaps in the data.</p><p>Analysis of the sidescan-sonar data shows five recognizable features in the study area. Megaripples (2-3 m crestal spacing) were recorded almost exclusively on coast parallel tracklines, and were most abundant at distances of 10 to 20 km offshore. Nonlinear light and dark patches were abundant in the northern half of the study area and offshore to the south. Two groups of linear light and dark bands were observed as being clearly parallel or oblique to the bathymetric contours and were noted throughout the survey area. Trawl marks were noted on only one line near the shore, just north of Barnegat Inlet.</p><p>These observations indicate widespread, perhaps frequent, movement of the surface sands on the Inner New Jersey continental shelf. Directions of sediment transport are suggested by the orientation of the alternating light and dark bands and the ripples, assuming a parallel and/or transverse relative movement. Asymmetry of the ripples was not observed on the sidescan sonographs.</p><p>The high-resolution seismic-reflection profiles indicate three distinct types of subbottom stratigraphy in the top 20 to 40 m of sediment. Reflectors in the area north of Barnegat Inlet dip gently (&lt;1° ) to the south-southeast. The thirty plotted reflectors are 5 to 12 m apart (vertically), are essentially parallel, and are truncated on the updip (northern) limits where they outcrop or subcrop (under a 2-4 m overburden). Truncated by erosion, they are the dominant cause of N65° east-striking topographic ridges in this offshore region. The age of the reflectors is· inferred to be Tertiary from the strike and dip, which are the same as the Tertiary beds of adjacent New Jersey.</p>","language":"ENGLISH","publisher":"U.S. Geological Survey,","publisherLocation":"Reston, VA","doi":"10.3133/ofr83422","usgsCitation":"McClennen, C.E., 1983, High-Resolution Seismic Profile and Sidescan-Sonar Data Collected During June 1980 Offshore New Jersey, Whitefoot Cruise 80-1: U.S. Geological Survey Open-File Report 83-422, 5 p, https://doi.org/10.3133/ofr83422.","productDescription":"5 p","costCenters":[],"links":[{"id":144344,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":259852,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0422/ofr1983422.pdf","text":"Report","size":"8.25 MB","linkFileType":{"id":1,"text":"pdf"},"description":"OFR 1983-422"}],"contact":"<p><a href=\"https://woodshole.er.usgs.gov/\" data-mce-href=\"https://woodshole.er.usgs.gov/\">Coastal and Marine Geology Program</a><br> U.S. Geological Survey<br> 384 Woods Hole Road<br> Woods Hole, MA 02543</p>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688870","contributors":{"authors":[{"text":"McClennen, Charles E.","contributorId":67891,"corporation":false,"usgs":true,"family":"McClennen","given":"Charles","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":161063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9549,"text":"ofr83271 - 1983 - Ground water in the southeastern Uinta Basin, Utah and Colorado","interactions":[{"subject":{"id":9549,"text":"ofr83271 - 1983 - Ground water in the southeastern Uinta Basin, Utah and Colorado","indexId":"ofr83271","publicationYear":"1983","noYear":false,"title":"Ground water in the southeastern Uinta Basin, Utah and Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":1903,"text":"wsp2248 - 1987 - Ground water in the southeastern Uinta Basin, Utah and Colorado","indexId":"wsp2248","publicationYear":"1987","noYear":false,"title":"Ground water in the southeastern Uinta Basin, Utah and Colorado"},"id":1}],"supersededBy":{"id":1903,"text":"wsp2248 - 1987 - Ground water in the southeastern Uinta Basin, Utah and Colorado","indexId":"wsp2248","publicationYear":"1987","noYear":false,"title":"Ground water in the southeastern Uinta Basin, Utah and Colorado"},"lastModifiedDate":"2021-03-05T02:11:45.24522","indexId":"ofr83271","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":"83-271","title":"Ground water in the southeastern Uinta Basin, Utah and Colorado","docAbstract":"<p><span>The potential for developing oil-shale resources in the southeastern </span><span>Uinta Basin of Utah and Colorado has created the need for information on the </span><span>quantity and quality of water available in the area. This report describes </span><span>the availability and chemical quality of ground water, which might provide a </span><span>source or supplement of water supply for an oil-shale industry. </span></p><p><span>Ground water in the southeastern Uinta Basin occurs in three major aquifers. Alluvial aquifers of small areal extent are present in valley-fill deposits of six major drainages. Consolidated-rock aquifers include the bird's-nest aquifer in the Parachute Creek Member of the Green River Formation, which is limited to the central part of the study area; and the Douglas Creek aquifer, which includes parts of the Douglas Creek Member of the Green River Formation and parts of the intertonguing Renegade Tongue of the Wasatch Formation; this aquifer underlies most of the study area. </span></p><p><span>The alluvial aquifers are recharged by infiltration of streamflow and leakage from consolidated-rock aquifers. Recharge is estimated to average about 32,000 acre-feet per year. Discharge from alluvial aquifers, primarily by evapotranspiration, also averages about 32,000 acre-feet per year. The estimated volume of recoverable water in storage in alluvial aquifers is about 200,000 acre-feet. Maximum yields to individual wells are less than 1,000 gallons per minute. </span></p><p><span>Recharge to the bird's-nest aquifer, primarily from stream infiltration and downward leakage from the overlying Uinta Formation, is estimated to average 670 acre-feet per year. Discharge from the bird's-nest aquifer, which is primarily by seepage to Bitter Creek and the White River, is estimated to be 670 acre-feet per year. The estimated volume of recoverable water in storage in the bird's-nest aquifer is 1.9 million acre-feet. Maximum yields to individual wells in some areas may be as much as 5,000 gallons per minute. </span></p><p><span>A digital-computer model of the flow system was used to evaluate the effects of oil-shale development on the bird's-nest aquifer at the Federal lease tracts Ua and Ub. Results of model simulations indicate that during construction of a vertical access shaft, a pumping rate of about 900 gallons per minute would be required to dewater the aquifer. The model also indicates that the construction of a proposed reservoir on the White River may raise water levels in the bird's-nest aquifer near the reservoir site by as much as 45 feet. </span></p><p><span>The flow model was used to evaluate the potential ground-water supply available for oil-shale development in the vicinity of the Federal lease tracts Ua and Ub. The results of the simulation indicate that the bird's-nest aquifer could supply about 10,000 acre-feet of water per year at that site, for a period of 20 years. Drawdown after 20 years of pumping would exceed 250 feet near the simulated well field. Based on the results of the model simulation, it is estimated that the aquifer could simultaneously supply another 10,000 acre-feet of water per year in the northern part of the study area, but some interference between well fields could be expected. </span></p><p><span>The Douglas Creek aquifer is recharged by precipitation and stream infiltration at an average rate of about 20,000 acre-feet per year. Discharge is estimated to be about the same and is primarily through springs and diffuse seepage. The estimated volume of recoverable water in storage is 16 million acre-feet. Maximum yields to individual wells are estimated to be less than 500 gallons per minute.</span></p><div class=\"page\" data-page-number=\"16\" data-loaded=\"true\"><div class=\"textLayer\"><span>A model of the flow system in the Douglas Creek aquifer indicates that </span><span>the aquifer could supply about 700 acre-feet of water per year for oil-shale </span><span>development at Federal lease tracts Ua and Ub and at the TOSCO Corp. site. </span><span>After 20 years of pumping, water levels in production wells would be near the </span><span>base of the aquifer. Based on the results of the model simulation, it is </span><span>estimated that the aquifer could supply another 700 acre-feet of water per </span><span>year in the southern part of the modeled area, but some interference between </span><span>wells could be expected.</span></div><div class=\"textLayer\"><span><br data-mce-bogus=\"1\"></span></div></div><div class=\"page\" data-page-number=\"17\" data-loaded=\"true\"><div class=\"textLayer\"><span>Chemical quality of the ground water in the southeastern Uinta Basin </span><span>varies considerably. Water from alluvial wells ranges from about 440 to </span><span>27,800 milligrams per liter of dissolved solids. Water from two consolidated-</span><span>rock aquifers has dissolved-solids concentrations ranging from 870 to 5,810 </span><span>milligrams per liter in the bird's-nest aquifer, and from 640 to 6,100 </span><span>milligrams per liter in the Douglas Creek aquifer. Water from alluvial wells </span><span>generally is a sodium sulfate type, whereas water in both the consolidated-</span><span>rock aquifers generally changes from a sodium sulfate type to a sodium </span><span>bicarbonate type. All ground water is very alkaline, and the alluvial </span><span>aquifers contain very hard water. None of the water is suitable for public </span><span>supply, but all the water could be used for industrial purposes such as </span><span>washing and cooling.</span></div><div class=\"textLayer\"><span><br data-mce-bogus=\"1\"></span></div></div><div class=\"page\" data-page-number=\"18\" data-loaded=\"true\"><div class=\"textLayer\"><span>Changes in chemical composition of the ground water can be attributed to </span><span>several physiochemical processes, including mineral precipitation and </span><span>dissolution, oxidation and reduction, mixing, ion exchange, and evaporative </span><span>concentration. Mass-transfer modeling of these processes shows how they can </span><span>account for the variability in the ground-water quality. The mass-transfer </span><span>model of the Bitter Creek alluvial aquifer shows that evaporative </span><span>concentration, combined with precipitation of calcite, dolomite, gypsum, and </span><span>release of carbon dioxide to the atmosphere results in the documented changes </span><span>in pH and dissolved solids in the water. The water-quality changes in the </span><span>consolidated-rock aquifers are a result of precipitation of calcium carbonate </span><span>and perhaps dolomite (calcium magnesium carbonate) with the reduction of </span><span>sulfate by organic carbon, as well as ion exchange of magnesium for sodium. </span><span>These processes result in large values of pH and alkalinity in the water. </span></div></div><div class=\"page\" data-page-number=\"19\" data-loaded=\"true\"></div><div class=\"page\" data-page-number=\"20\" data-loaded=\"true\"><div class=\"textLayer\"><br data-mce-bogus=\"1\"></div></div>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr83271","usgsCitation":"Holmes, W.F., and Kimball, B.A., 1983, Ground water in the southeastern Uinta Basin, Utah and Colorado: U.S. Geological Survey Open-File Report 83-271, Report: 138 p.; 1 Plate: 21.65 x 29.42 inches, https://doi.org/10.3133/ofr83271.","productDescription":"Report: 138 p.; 1 Plate: 21.65 x 29.42 inches","costCenters":[],"links":[{"id":384043,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1983/0271/figure-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":384042,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0271/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141682,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0271/report-thumb.jpg"}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"Uinta Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.77490234375,\n              37.90953361677018\n            ],\n            [\n              -102.7880859375,\n              37.90953361677018\n            ],\n            [\n              -102.7880859375,\n              39.70718665682654\n            ],\n            [\n              -111.77490234375,\n              39.70718665682654\n            ],\n            [\n              -111.77490234375,\n              37.90953361677018\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d77f","contributors":{"authors":[{"text":"Holmes, Walter F.","contributorId":31737,"corporation":false,"usgs":true,"family":"Holmes","given":"Walter","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":159874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kimball, Briant A. bkimball@usgs.gov","contributorId":533,"corporation":false,"usgs":true,"family":"Kimball","given":"Briant","email":"bkimball@usgs.gov","middleInitial":"A.","affiliations":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"preferred":true,"id":159873,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8634,"text":"ofr83459 - 1983 - Sedimentology of the lower part of the upper Triassic Chinle Formation and its relationship to uranium deposits, White Canyon area, southeastern Utah","interactions":[],"lastModifiedDate":"2022-10-27T19:14:24.617058","indexId":"ofr83459","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":"83-459","title":"Sedimentology of the lower part of the upper Triassic Chinle Formation and its relationship to uranium deposits, White Canyon area, southeastern Utah","docAbstract":"Closely spaced measured stratigraphic sections of the lower part of the Late Triassic Chinle Formation in the White Canyon area of southeastern Utah depict a fluvial-deltaic-lacustrine depositional sequence that hosts uranium deposits in basal fluvial sandstones. The basal Shinarump Member consists of predominantly trough-crossbedded, coarse-grained sandstone and minor gray, carbonaceous mudstone and is interpreted as a valley-fill sequence overlain by deposits of a braided stream system. The overlying Monitor Butte Member is composed of cyclic- and foreset-bedded siltstone, sandstone, and mudstone and is interpreted as a succession of low-energy fluvial, deltaic and orqanicrich, lacustrine-marsh sediments. The overlying Moss Back Member is composed of a laterally extensive, coarse- to medium-grained, conglomeratic sandstone and is interpreted as a braided-stream system that flowed north to northwest. The entire sequence was deposited in response to changes in local base level associated with a large lake that lay to the west. \r\n\r\nIsopachs of lithofacies indicate distinct lacustrine basins and a correspondence between these facies and modern structural synclines. Facies changes and coincidence of isopach thicks suggest that structural synclines were active in the Late Triassic and influenced the pattern of sediment distribution within the basins. Uranium mineralization appears to be related to certain low-energy depositional environments in that uranium is localized in fluvial sandstones that lie beneath organic-rich lacustrine-marsh mudstones and carbonaceous delta-front sediments. The reducing environment preserved in these facies may have played an important role in the localization of uranium.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83459","usgsCitation":"Dubiel, R.F., 1983, Sedimentology of the lower part of the upper Triassic Chinle Formation and its relationship to uranium deposits, White Canyon area, southeastern Utah: U.S. Geological Survey Open-File Report 83-459, ii, 48 p., https://doi.org/10.3133/ofr83459.","productDescription":"ii, 48 p.","costCenters":[],"links":[{"id":408817,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14047.htm","linkFileType":{"id":5,"text":"html"}},{"id":36240,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0459/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143451,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0459/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"White Canyon area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -110,\n              38.344\n            ],\n            [\n              -110.5,\n              38.344\n            ],\n            [\n              -110.5,\n              37.5\n            ],\n            [\n              -110,\n              37.5\n            ],\n            [\n              -110,\n              38.344\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbb64","contributors":{"authors":[{"text":"Dubiel, Russell F. 0000-0002-1280-0350 rdubiel@usgs.gov","orcid":"https://orcid.org/0000-0002-1280-0350","contributorId":1294,"corporation":false,"usgs":true,"family":"Dubiel","given":"Russell","email":"rdubiel@usgs.gov","middleInitial":"F.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":158064,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18984,"text":"ofr83949 - 1983 - Simulated changes in ground-water levels related to proposed development of Federal coal leases, San Juan Basin New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr83949","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":"83-949","title":"Simulated changes in ground-water levels related to proposed development of Federal coal leases, San Juan Basin New Mexico","docAbstract":"The effects of coal-related ground-water withdrawals on potentiometric surfaces of aquifers in the San Juan Basin, New Mexico, were estimated. A previously published steady-state finite-difference digital model was converted to a transient-state model by changing boundary conditions and adding storage coefficients. No calibration of the transient-state model was attempted. Predicted drawdowns with a minimum amount of coal development combined with other kinds of development were as great as 2,000 feet. As much as 300 feet of additional drawdown were simulated for the maximum amount of coal development. Drawdowns near pumping wells are not predicted. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83949","usgsCitation":"Frenzel, P.F., 1983, Simulated changes in ground-water levels related to proposed development of Federal coal leases, San Juan Basin New Mexico: U.S. Geological Survey Open-File Report 83-949, vi, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83949.","productDescription":"vi, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":151796,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0949/report-thumb.jpg"},{"id":48392,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0949/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48393,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0949/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":48394,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0949/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f385f","contributors":{"authors":[{"text":"Frenzel, P. F.","contributorId":98726,"corporation":false,"usgs":true,"family":"Frenzel","given":"P.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":180091,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8645,"text":"ofr83222 - 1983 - Geohydrology and model analysis of the stream-aquifer system along the Arkansas River in Kearny and Finney counties, southwestern Kansas","interactions":[{"subject":{"id":8645,"text":"ofr83222 - 1983 - Geohydrology and model analysis of the stream-aquifer system along the Arkansas River in Kearny and Finney counties, southwestern Kansas","indexId":"ofr83222","publicationYear":"1983","noYear":false,"title":"Geohydrology and model analysis of the stream-aquifer system along the Arkansas River in Kearny and Finney counties, southwestern Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":1290,"text":"wsp2253 - 1985 - Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas","indexId":"wsp2253","publicationYear":"1985","noYear":false,"title":"Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas"},"id":1}],"supersededBy":{"id":1290,"text":"wsp2253 - 1985 - Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas","indexId":"wsp2253","publicationYear":"1985","noYear":false,"title":"Geohydrology and model analysis of stream-aquifer system along the Arkansas River in Kearny and Finney Counties, southwestern Kansas"},"lastModifiedDate":"2017-09-29T15:44:49","indexId":"ofr83222","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":"83-222","title":"Geohydrology and model analysis of the stream-aquifer system along the Arkansas River in Kearny and Finney counties, southwestern Kansas","docAbstract":"<p>A study was made, in cooperation with the Division of Water Resources, Kansas State Board of Agriculture, to determine geohydrologic conditions in an area comprising nearly 850,000 acres along the Arkansas River valley in Kearny and Finney Counties, southwestern Kansas. The Arkansas River meanders atop and interacts hydraulically with the area's multilayered, unconsolidated aquifer system. Declines in static water levels in wells in<br>the heavily pumped lower aquifer ranged from 20 to 80 feet during 1974-80. The river is dry in much of the area.</p><p>A digital computer model was calibrated to simulate the trends of historic water levels. Simulated 1974-80 conditions depicted an average annual recharge to the unconsolidated aquifer system of 66,900 acre-feet from precipitation and 36,200 acre-feet from river and canal seepage and boundary inflow. Simulated average annual discharge consisted of 634,800 acre-feet from pumpage and boundary outflow. Simulated average annual recharge to the unconsolidated aquifer system was 531,700 acre-feet less than average annual discharge, indicating the ground-water resource is currently (1982) being mined in the study area.</p><p>Simulation also indicated that there would be sufficient saturated thickness in 2005 for irrigation if 1980 hydrologic conditions continued. Seepage losses from the Arkansas River and irrigation canals are a major source of recharge to the unconsolidated aquifer system. Therefore, the amount of flow in the Arkansas River would be important in determining the rate of future water-level declines in the study area. Streamflow seepage losses could be decreased by (1) decreasing the number of wells pumping in the study area in order to reduce downward leakage from the valley aquifer, or (2) increasing streamflow discharge in order to recharge the valley aquifer. The rate and direction of flow between the river and the valley aquifer depend on the hydraulic conductivity of the streambed and the hydraulic gradient between the river stage and the water table. As long as river stage remains high, the water table in the valley aquifer continues to rise. Seepage from the river to the valley aquifer decreases as the altitude difference between the river stage and the valley aquifer decreases, becoming insignificant when the water level in the valley aquifer nearly equals river stage. However, a rise in the water table in the valley aquifer because of recharge from the river will correspond to increased downward leakage to the lower aquifer, impeding recharge to the valley aquifer.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr83222","usgsCitation":"Dunlap, L.E., Lindgren, R.J., and Sauer, C.G., 1983, Geohydrology and model analysis of the stream-aquifer system along the Arkansas River in Kearny and Finney counties, southwestern Kansas: U.S. Geological Survey Open-File Report 83-222, x, 84 p., https://doi.org/10.3133/ofr83222.","productDescription":"x, 84 p.","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":346261,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0222/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144111,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0222/report-thumb.jpg"}],"country":"United States","state":"Kansas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -102.041015625,\n              37.77071473849609\n            ],\n            [\n              -100.74462890625,\n              37.77071473849609\n            ],\n            [\n              -100.74462890625,\n              38.16263584058641\n            ],\n            [\n              -102.041015625,\n              38.16263584058641\n            ],\n            [\n              -102.041015625,\n              37.77071473849609\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aea35","contributors":{"authors":[{"text":"Dunlap, L. 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,{"id":25470,"text":"wri824045 - 1983 - Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York, part 1: Geohydrology, modeling strategy, and regional evaluation","interactions":[],"lastModifiedDate":"2023-09-29T21:16:58.847871","indexId":"wri824045","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":"82-4045","title":"Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York, part 1: Geohydrology, modeling strategy, and regional evaluation","docAbstract":"<p>A computer simulation of Long Island 's regional groundwater system has been used to evaluate the effects that new-installed sewers will have on ground-water levels. Results indicate maximum water-table decliners of as much as up to 18 feet in central Nassau County and about 9 feet in Suffolk County. Total stream base flows and freshwater outflow to the south shore bay system will decrease by 22%. The regional scale of the model does not permit detailed predictions for individual streams. To quantify the effects of lowered ground-water levels on individual streams, two fine-scale sub-regional models have been designed. This report, the first in a three-part series describing the simulated effects of sewers in southern Nassau and southwestern Suffolk Counties, presents the hydrogeologic setting, pertinent literature, modeling strategy, subregional model design, and the results obtained to date from the regional ground-water model. The regional model results described will be used in the later reports to generate flux boundary conditions for the subregional models.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824045","usgsCitation":"Reilly, T.E., Buxton, H., Franke, O., and Wait, R.L., 1983, Effects of sanitary sewers on ground-water levels and streams in Nassau and Suffolk Counties, New York, part 1: Geohydrology, modeling strategy, and regional evaluation: U.S. Geological Survey Water-Resources Investigations Report 82-4045, v, 45 p., https://doi.org/10.3133/wri824045.","productDescription":"v, 45 p.","costCenters":[],"links":[{"id":421430,"rank":3,"type":{"id":36,"text":"NGMDB Index 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,{"id":9740,"text":"ofr83616 - 1983 - Aeromagnetic map of Yucca Mountain and surrounding regions, southwest Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:25","indexId":"ofr83616","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":"83-616","title":"Aeromagnetic map of Yucca Mountain and surrounding regions, southwest Nevada","docAbstract":"Magnetic anomalies over Yucca Mountain and surrounding areas are largely caused by variations in magnetic properties and shapes, including structural offsets, of the extensive volcanic units that underlie the region. In a few places the anomalies are caused by intrusions. Correlation between magnetic properties measured from rock samples and those derived from rock unit-magnetic anomaly associations is excellent. Anomaly characteristics, extensive magnetic gradients, and marked changes in the regional magnetic field can be coupled with the magnetic properties of the rock units to delineate structural boundaries. Three major boundaries are indicated by contrasts in regional magnetic expressions. Less extensive but more clearly indicated boundaries in the immediate vicinity of Yucca Mountain are interpreted from a distinctive pairing of northerly-trending linear positive and negative anomalies which are caused by vertical displacement in generally gently dipping volcanic beds. The displacement between beds is located approximately along the border line between the linear anomaly pairs. One series of pairs of more northeasterly trend lies over the general location of a change from moderately thick to very thick volcanic units that was interpreted from gravity data. Several low amplitude but distinctively shaped anomalies in areas underlain primarily by sedimentary strata indicate the presence of intrusions and faults.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83616","usgsCitation":"Kane, M.F., and Bracken, R.E., 1983, Aeromagnetic map of Yucca Mountain and surrounding regions, southwest Nevada: U.S. Geological Survey Open-File Report 83-616, i, 19 p. :maps ;28 cm.; 1 over-size sheet; scale 1:48000 (1 inch = 4000 feet), https://doi.org/10.3133/ofr83616.","productDescription":"i, 19 p. :maps ;28 cm.; 1 over-size sheet; scale 1:48000 (1 inch = 4000 feet)","costCenters":[],"links":[{"id":110628,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75697.htm","linkFileType":{"id":5,"text":"html"},"description":"75697"},{"id":143105,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0616/report-thumb.jpg"},{"id":37479,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1983/0616/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37480,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0616/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db6911ca","contributors":{"authors":[{"text":"Kane, Martin Francis","contributorId":87923,"corporation":false,"usgs":true,"family":"Kane","given":"Martin","email":"","middleInitial":"Francis","affiliations":[],"preferred":false,"id":160213,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bracken, Robert E. 0000-0001-7759-2743 rbracken@usgs.gov","orcid":"https://orcid.org/0000-0001-7759-2743","contributorId":2640,"corporation":false,"usgs":true,"family":"Bracken","given":"Robert","email":"rbracken@usgs.gov","middleInitial":"E.","affiliations":[{"id":35995,"text":"Geology, Geophysics, and Geochemistry Science Center","active":true,"usgs":true}],"preferred":true,"id":160212,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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