{"pageNumber":"5098","pageRowStart":"127425","pageSize":"25","recordCount":184617,"records":[{"id":4031,"text":"cir930A - 1984 - International Strategic Minerals Inventory summary report; manganese","interactions":[],"lastModifiedDate":"2012-02-02T00:05:21","indexId":"cir930A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"930","chapter":"A","title":"International Strategic Minerals Inventory summary report; manganese","docAbstract":"Major world resources of manganese, a strategic mineral commodity, are described in this summary report of information in the International Strategic Minerals Inventory {ISMI). ISMI is a cooperative data-collection effort of earth-science and mineral-resource agencies in Australia, Canada, the Federal Republic of Germany, the Republic of South Africa, and the United States of America. This report, designed to be of benefit to policy analysts, contains two parts. Part I presents an overview of the resources and potential supply of manganese on the basis of inventory information. Part II contains tables of some of the geologic information and mineral-resource and production data that were collected by ISMI participants.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir930A","usgsCitation":"DeYoung, Sutphin, D., and Cannon, W.F., 1984, International Strategic Minerals Inventory summary report; manganese: U.S. Geological Survey Circular 930, v, 22 p. :ill., maps ;28 cm., https://doi.org/10.3133/cir930A.","productDescription":"v, 22 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":117565,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0930a/report-thumb.jpg"},{"id":31123,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0930a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0860","contributors":{"authors":[{"text":"DeYoung, Jr. 0000-0003-1169-6026 jdeyoung@usgs.gov","orcid":"https://orcid.org/0000-0003-1169-6026","contributorId":523,"corporation":false,"usgs":true,"family":"DeYoung","suffix":"Jr.","email":"jdeyoung@usgs.gov","affiliations":[{"id":432,"text":"National Minerals Information Center","active":true,"usgs":true}],"preferred":false,"id":148031,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutphin, David M.","contributorId":53769,"corporation":false,"usgs":true,"family":"Sutphin","given":"David M.","affiliations":[],"preferred":false,"id":148033,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cannon, William F. 0000-0002-2699-8118 wcannon@usgs.gov","orcid":"https://orcid.org/0000-0002-2699-8118","contributorId":1883,"corporation":false,"usgs":true,"family":"Cannon","given":"William","email":"wcannon@usgs.gov","middleInitial":"F.","affiliations":[{"id":245,"text":"Eastern Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":148032,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28041,"text":"wri844048 - 1984 - Trend analysis of salt load and evaluation of the frequency of water-quality measurements for the Gunnison, the Colorado, and the Dolores rivers in Colorado and Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri844048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4048","title":"Trend analysis of salt load and evaluation of the frequency of water-quality measurements for the Gunnison, the Colorado, and the Dolores rivers in Colorado and Utah","docAbstract":"Monthly values were computed for water-quality constituents at four streamflow gaging stations in the Upper Colorado River basin for the determination of trends. Seasonal regression and seasonal Kendall trend analysis techniques were applied to two monthly data sets at each station site for four different time periods. A recently developed method for determining optimal water-discharge data-collection frequency was also applied to the monthly water-quality data. Trend analysis results varied with each monthly load computational method, period of record, and trend detection model used. No conclusions could be reached regarding which computational method was best to use in trend analysis. Time-period selection for analysis was found to be important with regard to intended use of the results. Seasonal Kendall procedures were found to be applicable to most data sets. Seasonal regression models were more difficult to apply and were sometimes of questionable validity; however, those results were more informative than seasonal Kendall results. The best model to use depends upon the characteristics of the data and the amount of trend information needed. The measurement-frequency optimization method had potential for application to water-quality data, but refinements are needed. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nOpen-File Services Section [distributor],","doi":"10.3133/wri844048","usgsCitation":"Kircher, J.E., Dinicola, R., and Middelburg, R., 1984, Trend analysis of salt load and evaluation of the frequency of water-quality measurements for the Gunnison, the Colorado, and the Dolores rivers in Colorado and Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4048, v, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844048.","productDescription":"v, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157949,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4048/report-thumb.jpg"},{"id":56879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697cc3","contributors":{"authors":[{"text":"Kircher, J. E.","contributorId":11207,"corporation":false,"usgs":true,"family":"Kircher","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199114,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dinicola, Richard S. 0000-0003-4222-294X dinicola@usgs.gov","orcid":"https://orcid.org/0000-0003-4222-294X","contributorId":352,"corporation":false,"usgs":true,"family":"Dinicola","given":"Richard S.","email":"dinicola@usgs.gov","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":199113,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Middelburg, R.F.","contributorId":102489,"corporation":false,"usgs":true,"family":"Middelburg","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":199115,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28629,"text":"wri844062 - 1984 - Projected water-level declines in the Ogallala aquifer in Lea County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4062","title":"Projected water-level declines in the Ogallala aquifer in Lea County, New Mexico","docAbstract":"A two-dimensional digital ground-water flow model was constructed of the Ogallala aquifer in Lea County, New Mexico. Simulations of predevelopment steady-state and historical pumping conditions were used to fit the model. Projections of water-level declines were made based on the condition of no additional development and the condition of a 0.44 percent annual increase in irrigation withdrawals to 1990 and a 0.88 percent annual increase in nonirrigation withdrawals to 2020. Based on no additional development, projected maximum water-level declines from 1980 were 31 feet in 2000 and 59 feet in 2020. The amount of recoverable water remaining in the aquifer as simulated by the model was 24.6 million acre-feet in 2000 and 22.4 million acre-feet in 2020, compared to an estimated 28 million acre-feet in 1980, with increased withdrawals, projected maximum declines were 33 feet in 2000 and 67 feet in 2020. As simulated by the model, 24.4 million acre-feet of recoverable water remained in 2000 and 21.8 million acre-feet remained in 2020. The sensitivity of the model to variation in hydraulic conductivity, specific yield, and recharge was tested over their range of uncertainty. Projected water-level declines were most sensitive to specific yield. In response to changes in specific yield, declines varied by as much as 6.2 feet from the standard simulation to 2020 with no additional development. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844062","usgsCitation":"McAda, D.P., 1984, Projected water-level declines in the Ogallala aquifer in Lea County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4062, ix, 84 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844062.","productDescription":"ix, 84 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159092,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4062/report-thumb.jpg"},{"id":57469,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d93f","contributors":{"authors":[{"text":"McAda, D. P.","contributorId":93066,"corporation":false,"usgs":true,"family":"McAda","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200141,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":61547,"text":"mf1521E - 1984 - Geochemical and mineralogic maps of the Dragoon Mountains Roadless Area, Cochise County, Arizona","interactions":[],"lastModifiedDate":"2012-02-10T00:10:50","indexId":"mf1521E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1521","chapter":"E","title":"Geochemical and mineralogic maps of the Dragoon Mountains Roadless Area, Cochise County, Arizona","language":"ENGLISH","doi":"10.3133/mf1521E","usgsCitation":"Watts, K.C., Hassemer, J., Erickson, M.S., and Drewes, H., 1984, Geochemical and mineralogic maps of the Dragoon Mountains Roadless Area, Cochise County, Arizona: U.S. Geological Survey Miscellaneous Field Studies Map 1521, 8 maps on 2 sheets ;45 x 30 cm., sheets 131 x 104 cm., folded in envelope 25 x 32 cm., https://doi.org/10.3133/mf1521E.","productDescription":"8 maps on 2 sheets ;45 x 30 cm., sheets 131 x 104 cm., folded in envelope 25 x 32 cm.","costCenters":[],"links":[{"id":105955,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_7319.htm","linkFileType":{"id":5,"text":"html"},"description":"7319"},{"id":187304,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"0","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110,31.916666666666668 ], [ -110,32 ], [ -109.91666666666667,32 ], [ -109.91666666666667,31.916666666666668 ], [ -110,31.916666666666668 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae6a9","contributors":{"authors":[{"text":"Watts, K. C.","contributorId":49344,"corporation":false,"usgs":true,"family":"Watts","given":"K.","middleInitial":"C.","affiliations":[],"preferred":false,"id":265977,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hassemer, J.R.","contributorId":18761,"corporation":false,"usgs":true,"family":"Hassemer","given":"J.R.","affiliations":[],"preferred":false,"id":265975,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Erickson, M. S.","contributorId":35302,"corporation":false,"usgs":true,"family":"Erickson","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":265976,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Drewes, Harald","contributorId":52567,"corporation":false,"usgs":true,"family":"Drewes","given":"Harald","affiliations":[],"preferred":false,"id":265978,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":28682,"text":"wri844107 - 1984 - Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri844107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4107","title":"Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas","docAbstract":"The results of an evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas are documented. Data uses and funding sources were identified for the 140 complete record streamflow-gaging stations operated in Kansas during 1983 with a budget of $793,780. As a result of the evaluation of the needs and uses of data from the stream-gaging program, it was found that the 140 gaging stations were needed to meet these data requirements. The average standard error of estimation of streamflow records was 20.8 percent, assuming the 1983 budget and operating schedule of 6-week interval visitations and based on 85 of the 140 stations. It was shown that this overall level of accuracy could be improved to 18.9 percent by altering the 1983 schedule of station visitations. A minimum budget of $760 ,000, with a corresponding average error of estimation of 24.9 percent, is required to operate the 1983 program. None of the stations investigated were suitable for the application of alternative methods for simulating discharge records. Improved instrumentation can have a very positive impact on streamflow uncertainties by decreasing lost record. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri844107","usgsCitation":"Medina, K., and Geiger, C., 1984, Evaluation of the cost effectiveness of the 1983 stream-gaging program in Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4107, iv, 57 p. :ill. ;28 cm., https://doi.org/10.3133/wri844107.","productDescription":"iv, 57 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":120167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4107/report-thumb.jpg"},{"id":57522,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4fd","contributors":{"authors":[{"text":"Medina, K.D.","contributorId":46925,"corporation":false,"usgs":true,"family":"Medina","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":200225,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Geiger, C.O.","contributorId":18415,"corporation":false,"usgs":true,"family":"Geiger","given":"C.O.","email":"","affiliations":[],"preferred":false,"id":200224,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28025,"text":"wri844021 - 1984 - Geohydrologic reconnaissance of drainage wells in Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri844021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4021","title":"Geohydrologic reconnaissance of drainage wells in Florida","docAbstract":"Drainage wells are used to inject surface waters directly into an aquifer, or shallow ground waters directly into a deeper aquifer, primarily by gravity. Such wells in Florida may be grouped into two broad types: (1) surface-water injection wells, and (2) interaquifer connector wells. Drainage wells of the first type are further categorized as either Floridan aquifer drainage wells or Biscayne aquifer drainage wells. Floridan aquifer drainage wells are commonly used to supplement drainage for urban areas in karst terranes of central and north Florida. Data are available for 25 wells in the Ocala, Live Oak, and Orlando areas that allow comparison of the quality of water samples from these Floridan aquifer drainage wells with allowable contaminant levels. Comparison indicates that maximum contaminant levels for turbidity, color, and iron, manganese, and lead concentrations are equaled or exceeded in some drainage-well samples, and relatively high counts for coliform bacteria are present in most wells. Biscayne aquifer drainage wells are used locally to dispose of stormwater runoff and other surplus water in southeast Florida, where large numbers of these wells have been permitted in Dade and Broward Counties. The majority of these wells are used to dispose of water from swimming pools or to dispose of heated water from air-conditioning units. The use of Biscayne aquifer drainage wells may have minimal effect on aquifer potability so long as injection of runoff and industrial wates is restricted to zones where chloride concentrations exceed 1,500 milligrams per liter. Interaquifer connector wells are used in the phosphate mining areas of Polk and Hillsborough Counties, to drain mines and recharge the Floridan aquifer. Water-quality data available from 13 connector wells indicate that samples from most of these wells exceed standards values for iron concentration and turbidity. One well yielded a highly mineralized water, and samples from 6 of the other 12 wells exceed standards values for gross alpha concentrations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844021","usgsCitation":"Kimrey, J.O., and Fayard, L., 1984, Geohydrologic reconnaissance of drainage wells in Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4021, iv, 67 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844021.","productDescription":"iv, 67 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123371,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4021/report-thumb.jpg"},{"id":56861,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5457fd","contributors":{"authors":[{"text":"Kimrey, J. O.","contributorId":67533,"corporation":false,"usgs":true,"family":"Kimrey","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":199088,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fayard, L.D.","contributorId":46571,"corporation":false,"usgs":true,"family":"Fayard","given":"L.D.","affiliations":[],"preferred":false,"id":199087,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27741,"text":"wri844207 - 1984 - Statistical models for estimating flow characteristics of Michigan streams","interactions":[],"lastModifiedDate":"2016-10-13T12:01:24","indexId":"wri844207","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4207","title":"Statistical models for estimating flow characteristics of Michigan streams","docAbstract":"

Multiple-regression equations were developed to estimate flow characteristics at ungaged sites. Several readily measureable basin characteristics and an areal adjustment factor are required in the equations. Equations have been prepared to estimate mean and mean monthly flow, flow duration, low flow, peak flow, and flood volume.

The precision of the flow estimate varies with the flow characteristic being estimated, and the basin characteristics at the site of interest. Mean and mean monthly flow characteristics have the lowest standard error while the peak flow and low flow characteristics have the highest standard errors. Sites that have basin characteristics similar to the basin characteristics used to develop the regression equations can be estimated more precisely. Confidence limits can be computed about the estimate using information included in this report.

Five regions were designated in Michigan to account for the areal variation in the standard error of regression equations. Increased gaging activity in regions having higher standard errors may provide the greatest potential for increasing the precision of regional transfer of flow information provided .by regression equations. Accordingly, additional continuous-record stations may be most useful in region 3 for reducing the standard error of mean and mean monthly flow equations. Additional partial-record stations may be most beneficial in region 4 for reducing the standard error of low flow and peak-flow regression equations.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri844207","collaboration":"Prepared jointly with Michigan Department of Natural Resources, Water Management Division","usgsCitation":"Holtschlag, D., and Croskey, H., 1984, Statistical models for estimating flow characteristics of Michigan streams: U.S. Geological Survey Water-Resources Investigations Report 84-4207, iv, 80 p., https://doi.org/10.3133/wri844207.","productDescription":"iv, 80 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":157641,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4207/report-thumb.jpg"},{"id":56587,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e1dcb","contributors":{"authors":[{"text":"Holtschlag, D. J. 0000-0001-5185-4928","orcid":"https://orcid.org/0000-0001-5185-4928","contributorId":102493,"corporation":false,"usgs":true,"family":"Holtschlag","given":"D. J.","affiliations":[],"preferred":false,"id":198622,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Croskey, H.M.","contributorId":57501,"corporation":false,"usgs":true,"family":"Croskey","given":"H.M.","email":"","affiliations":[],"preferred":false,"id":198621,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":4334,"text":"cir932 - 1984 - Interlaboratory comparison of mineral constituents in a sample from the Herrin (No. 6) coal bed from Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"cir932","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"932","title":"Interlaboratory comparison of mineral constituents in a sample from the Herrin (No. 6) coal bed from Illinois","docAbstract":"Approximately 20 kg of the Herrin (No. 6) coal was collected from a strip mine in St. Clair County, Ill. A 10-kg portion was ground to -60 mesh, homogenized, and riffled into 128 splits of 70-80 g each. Homogeneity of these splits was confirmed by moisture, ash, and sulfur analyses of six randomly selected splits. Results of these analyses were within the ASTM (American Society for Testing and Materials) guidelines for interlaboratory precision. Splits of the Herrin (No. 6) coal were then transmitted to more than 30 laboratories for analysis. \r\n\r\nLow-temperature plasma oxidation was used to isolate inorganic matter for quantitative chemical and mineralogical analysis. Despite a wide variation in ashing conditions, only minor variations in ash yields were obtained; these variations were attributed to differences in operating temperature and moisture content. Mineralogical analyses of low-temperature ash (LTA) concentrates prepared by five different laboratories indicated variations within the limits of analytical error. The mean values, in weight percent, for the major minerals are as follows: calcite, 9; quartz, 20; pyrite, 23; kaolinite, 14; and illite+mixed-layer clays, 31. Normative mineralogical calculations and Fourier transform infrared analysis (FTIR) yielded results similar to those obtained from X-ray diffraction (XRD). Choosing appropriate mineral standards was found to be critical for the proper use of analytical techniques such as XRD and FTIR. \r\n\r\nGood interlaboratory agreement was obtained for most major, minor, and trace elements despite differences in analytical procedures and in the type of sample analyzed (coal, high-temperature ash, or LTA). Discrepancies between analyses for zinc, strontium, manganese, and iron may be attributed to sampling inhomogeneity problems. Mossbauer spectroscopy showed that approximately 44 percent of the pyritic sulfur was lost through weathering in the first year after preparation of the interlaboratory sample. Szomolnokite and possibly coquimbite and jarosite were also identified. Scanning electron microscopy studies indicated ubiquitous pyrite framboids and, less commonly, euhedral crystals, skeletal grains, irregularly shaped particles, and vein fillings. Minor accessory minerals such as rare-earth phosphates and possibly silicates, zircon, barium sulfate, titanium oxide, and sphalerite were also found. The textural evidence indicates that the minerals in the banded material are detrital whereas the minerals occurring as vein and pore fillings are authigenic. Magnetic measurements indicate that coal crushed in a steel pulverizer is contaminated by small quantities of abrasion fragments from the crusher, which seriously affect the measured magnetic properties of the coal.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir932","usgsCitation":"Finkelman, R., Fiene, F., Miller, R., and Simon, F., 1984, Interlaboratory comparison of mineral constituents in a sample from the Herrin (No. 6) coal bed from Illinois: U.S. Geological Survey Circular 932, v, 42 p. :ill. ;26 cm., https://doi.org/10.3133/cir932.","productDescription":"v, 42 p. :ill. ;26 cm.","costCenters":[],"links":[{"id":124425,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0932/report-thumb.jpg"},{"id":31444,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0932/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d3f4","contributors":{"authors":[{"text":"Finkelman, Robert B.","contributorId":38138,"corporation":false,"usgs":false,"family":"Finkelman","given":"Robert B.","affiliations":[{"id":6643,"text":"University of California - Berkeley","active":true,"usgs":false}],"preferred":false,"id":148854,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fiene, F.L.","contributorId":66237,"corporation":false,"usgs":true,"family":"Fiene","given":"F.L.","email":"","affiliations":[],"preferred":false,"id":148856,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, R.N.","contributorId":100825,"corporation":false,"usgs":true,"family":"Miller","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":148857,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Simon, F.O.","contributorId":41808,"corporation":false,"usgs":true,"family":"Simon","given":"F.O.","email":"","affiliations":[],"preferred":false,"id":148855,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":28268,"text":"wri844034 - 1984 - Ground-water quality in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4034","title":"Ground-water quality in Wyoming","docAbstract":"This report graphically summarizes ground-water quality from selected chemical-quality data for about 2,300 ground-water sites in Wyoming. Dissolved-solids, nitrate, fluoride, arsenic, barium, cadmium, chromium, lead, mercury, selenium, iron, and manganese concentrations are summarized on a statewide basis. The major chemical-quality problem that limits the use of Wyoming ground-water is excessive dissolved-solids concentrations. The aquifers with the best quality water, based on the lowest median dissolved-solids concentration of water in aquifers with 20 or more sampled sites, are Holocene lacustrine deposits, the upper Testiary Ogallala Formation and Arikaree Formation, and the Mississippian Madison Limestone. The counties with the best quality water, based on the lowest median dissolved-solids concentrations are Teton County and Laramie County. Hot Springs County and Natrona County have the highest median dissolved-solids concentrations. About 3 percent of the nitrate concentrations of ground-water samples exceeded the national primary drinking-water standard of 10 milligrams per liter. Fluoride concentrations exceeded the national primary drinking-water standard in 14 percent of the ground-water samples. Except for selenium, toxic trace elements generally have not been found in concentrations in excess of the drinking-water standards. About 19 percent of the iron and about 30 percent of the manganese concentrations in ground-water samples exceeded the national secondary drinking-water standards. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844034","usgsCitation":"Larson, L.R., 1984, Ground-water quality in Wyoming: U.S. Geological Survey Water-Resources Investigations Report 84-4034, v, 71 p. :chiefly ill., map ;28 cm., https://doi.org/10.3133/wri844034.","productDescription":"v, 71 p. :chiefly ill., map ;28 cm.","costCenters":[],"links":[{"id":124898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4034/report-thumb.jpg"},{"id":57090,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667305","contributors":{"authors":[{"text":"Larson, L. R.","contributorId":41421,"corporation":false,"usgs":true,"family":"Larson","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199500,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26559,"text":"wri844339 - 1984 - Tides, tidal and residual currents in San Francisco Bay California — Results of measurements, 1979–1980","interactions":[],"lastModifiedDate":"2022-01-26T20:24:13.835979","indexId":"wri844339","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4339","title":"Tides, tidal and residual currents in San Francisco Bay California — Results of measurements, 1979–1980","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844339","usgsCitation":"Cheng, R.T., and Gartner, J.W., 1984, Tides, tidal and residual currents in San Francisco Bay California — Results of measurements, 1979–1980: U.S. Geological Survey Water-Resources Investigations Report 84-4339, 1778 p., https://doi.org/10.3133/wri844339.","productDescription":"1778 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":394910,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36174.htm"},{"id":157321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4339/report-thumb.jpg"},{"id":55426,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4339/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.62939453125001,\n 37.33522435930639\n ],\n [\n -121.62963867187499,\n 37.33522435930639\n ],\n [\n -121.62963867187499,\n 38.30718056188316\n ],\n [\n -122.62939453125001,\n 38.30718056188316\n ],\n [\n -122.62939453125001,\n 37.33522435930639\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b76d","contributors":{"authors":[{"text":"Cheng, R. T.","contributorId":23138,"corporation":false,"usgs":false,"family":"Cheng","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196616,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gartner, J. W.","contributorId":81903,"corporation":false,"usgs":false,"family":"Gartner","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196617,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28320,"text":"wri834270 - 1984 - Assessment of water resources at Fort Carson Military Reservation near Colorado Springs, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri834270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4270","title":"Assessment of water resources at Fort Carson Military Reservation near Colorado Springs, Colorado","docAbstract":"The Fort Carson Military Reservation adjoins the rapidly growning Colorado Springs metropolitan area, where locally available water supplies are limited and strictly administered. Fort Carson purchases about 3,400 acre-feet of treated water annually from the city of Colorado Springs. The major streams entering Fort Carson have an estimated average annual discharge of 6,240 acre-feet of water per year upstream from diversions for municipal and domestic water supplies. The streamflow is unevenly distributed in time and consequently not dependable as a large or sole source of water. Ground water is available from alluvial and bedrock aquifers. Wells with yields greater than 100 gallons per minute can be expected from the alluvium along Rock and Little Fountain Creeks and from some parts of the Dakota-Purgatoire aquifer. The quality of surface water entering Fort Carson is generally suitable for irrigation and drinking but deteriorates eastward across Fort Carson. Water from the alluvial aquifer along Rock and Little Fountain Creeks in the eastern part of Fort Carson contains fluoride in concentrations exceeding drinking-water standards. Water from the Dakota-Purgatoire aquifer characteristically contains radiochemical constituents in concentrations that exceed drinking-water standards. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834270","usgsCitation":"Leonard, G., 1984, Assessment of water resources at Fort Carson Military Reservation near Colorado Springs, Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4270, vi, 78 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834270.","productDescription":"vi, 78 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124284,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4270/report-thumb.jpg"},{"id":57133,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4270/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57134,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4270/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57135,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4270/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaee4b07f02db66c87c","contributors":{"authors":[{"text":"Leonard, G.J.","contributorId":78371,"corporation":false,"usgs":true,"family":"Leonard","given":"G.J.","email":"","affiliations":[],"preferred":false,"id":199587,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28334,"text":"wri844174 - 1984 - Reconnaissance evaluation of contamination in the alluvial aquifer in the East Poplar oil field, Roosevelt County, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri844174","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4174","title":"Reconnaissance evaluation of contamination in the alluvial aquifer in the East Poplar oil field, Roosevelt County, Montana","docAbstract":"Water moving from north to south in the alluvial aquifer of the Poplar River valley becomes contaminated with sodium chloride in the area underlain by the East Poplar oil fields. Four types of ground water were identified in the study area. Type 1 is sodium bicarbonate water. Type 2 is sodium chloride water with varying quantities of calcium and magnesium. Type 3 water contains sodium and chloride in significantly larger concentrations than Type 2. Type 4 water is the brine being injected into brine-disposal wells. Contamination of the alluvial aquifer is indicated by a brine-freshwater interface in the alluvium, by downstream increase in chloride concentration of the Poplar River, and by downstream change in water type of the Poplar River. Contamination also may be indicated by the distribution of iron and manganese concentrations in water from wells near a brine-disposal well. Possible sources of sodium chloride contamination in the alluvium are brine-disposal wells, pipelines, and storage or evaporation pits. The contamination can occur from leaks in the casing of disposal wells or in pipelines caused by the corrosive nature of the brine or from storage or evaporation pits that have been improperly sealed or have sustained tears in the sealing material. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844174","usgsCitation":"Levings, G.W., 1984, Reconnaissance evaluation of contamination in the alluvial aquifer in the East Poplar oil field, Roosevelt County, Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4174, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844174.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158495,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4174/report-thumb.jpg"},{"id":57145,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4174/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a74e4b07f02db644623","contributors":{"authors":[{"text":"Levings, G. W.","contributorId":12485,"corporation":false,"usgs":true,"family":"Levings","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199611,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":61550,"text":"mf1469B - 1984 - Mineral resource potential map of the Sapphire Wilderness Study Area and contiguous roadless areas, Granite and Ravalli Counties, Montana","interactions":[],"lastModifiedDate":"2022-08-16T21:27:49.747989","indexId":"mf1469B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1469","chapter":"B","title":"Mineral resource potential map of the Sapphire Wilderness Study Area and contiguous roadless areas, Granite and Ravalli Counties, Montana","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf1469B","usgsCitation":"Wallace, C.A., Lidke, D., Elliott, J.E., Antweiler, J., Campbell, W.L., Hassemer, J., Hanna, W.F., Banister, D.P., and Close, T.J., 1984, Mineral resource potential map of the Sapphire Wilderness Study Area and contiguous roadless areas, Granite and Ravalli Counties, Montana: U.S. Geological Survey Miscellaneous Field Studies Map 1469, Report: 32 p.; 2 Plates: 49.75 × 36.50 inches and 42.75 × 31.50 inches, https://doi.org/10.3133/mf1469B.","productDescription":"Report: 32 p.; 2 Plates: 49.75 × 36.50 inches and 42.75 × 31.50 inches","costCenters":[],"links":[{"id":88986,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/mf/1984/1469b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":88984,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1984/1469b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":179749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/1984/1469b/report-thumb.jpg"},{"id":405233,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_7237.htm","linkFileType":{"id":5,"text":"html"}},{"id":88985,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1984/1469b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","county":"Granite County, Ravalli County","otherGeospatial":"Sapphire Wilderness Study Area and contiguous roadless areas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -113.875,\n 45.9378\n ],\n [\n -113.5,\n 45.9378\n ],\n [\n -113.5,\n 46.2614\n ],\n [\n -113.875,\n 46.2614\n ],\n [\n -113.875,\n 45.9378\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0be4b07f02db69ddc4","contributors":{"authors":[{"text":"Wallace, C. A.","contributorId":15596,"corporation":false,"usgs":true,"family":"Wallace","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":265990,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lidke, D. J.","contributorId":10857,"corporation":false,"usgs":true,"family":"Lidke","given":"D. J.","affiliations":[],"preferred":false,"id":265988,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Elliott, J. E.","contributorId":19914,"corporation":false,"usgs":true,"family":"Elliott","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":265991,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Antweiler, J.C.","contributorId":35722,"corporation":false,"usgs":true,"family":"Antweiler","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":265994,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Campbell, W. L.","contributorId":46939,"corporation":false,"usgs":true,"family":"Campbell","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":265995,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Hassemer, J. H.","contributorId":12488,"corporation":false,"usgs":true,"family":"Hassemer","given":"J. H.","affiliations":[],"preferred":false,"id":265989,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Hanna, W. F.","contributorId":6835,"corporation":false,"usgs":true,"family":"Hanna","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":265987,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Banister, D. P.","contributorId":25212,"corporation":false,"usgs":true,"family":"Banister","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":265993,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Close, T. J.","contributorId":23137,"corporation":false,"usgs":true,"family":"Close","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":265992,"contributorType":{"id":1,"text":"Authors"},"rank":9}]}} ,{"id":4116,"text":"cir905 - 1984 - Vertical crustal movements in Southern California, 1974 to 1978","interactions":[],"lastModifiedDate":"2012-02-02T00:05:36","indexId":"cir905","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"905","title":"Vertical crustal movements in Southern California, 1974 to 1978","docAbstract":"An extensive resurvey of most of the first-order leveling network in southern California, known as the Southern California Releveling Program (SCRP), was carried out during the first 5 months of 1978. The primary scientific purpose of these measurements was to rapidly update the vertical control record throughout a recently uplifted region of southern California in order to more thoroughly document the vertical component of tectonic movement and to provide a reliable base for comparison with future levelings. Analyses of historic first-order leveling results have clearly demonstrated that a broad crustal upwarping, largely contained within a region consisting of the Transverse Ranges province and an area along the intervening section of the San Andreas fault system, had developed between about 1959 and 1974. Unfortunately, there is strong evidence that parts of the 1978 SCRP data are contaminated by the effects of intrasurvey tectonic deformation, limited surficial failures, and, less certainly, magnetically induced systematic error associated with the use of automatic levels. However, any distortions in leveling results caused by these or other factors are not so serious as to render the SCRP data useless. In fact, the bulk of these data can be accepted at face value, and most of the remaining data can be incorporated with some caution to augment the more reliable parts of the network. The evaluation of the 1978 leveling is based on a combination of circuit-misclosures, local timing of the field observations, analysis of profiles of apparent height changes derived from comparisons with previous levelings, and an analysis of the position and orientation of the various routes in relation to the regional structural grain and the gradients of differential vertical motion established by previous investigations. Comparisons of the 1978 SCRP results with the latest of the previous surveys along each route retained in the analysis show that all but about one-third of the uplift established by leveling data from 1959 to the combined 1974/76 survey period had relaxed by early 1978 through tectonic subsidence. Subsequent limited relevelings along several of the 1978 routes show that rapid tectonic subsidence probably continued through at least early 1979. Despite the pronounced down-to-the-northeast (northeastward) tilt that developed between 1976 and early 1978, the overall shape of the uplift was well preserved. Results of repeated trilateration surveys since 1971 demonstrate that a remarkably uniform and nearly monotonic negative dilatational strain-change trend reversed abruptly between 1977 and 1979. The change from tectonic up to tectonic subsidence is associated with this reversal in horizontal strain accumulation. The reversal in strain trend was expressed as a cessation of the essentially uniaxial north-south contraction, which had been accumulating at about 2? 10 -7/yr (or 0.2 ?strain/yr), accompanied by onset of uniaxial east-west \r\nextension at about 5 ? 10 -7/yr (or 0.5 ?strain/yr). Minor earthquakes and occasional swarms of moderate earthquakes were particularly abundant during 1978 and 1979 in conspicuously mobile regions such as the eastern Transverse Ranges and the Salton Trough, areas respectively characterized by nearly complete collapse of the previous maximum uplift and by a dramatic enhancement of the previously identified tectonic subsidence.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir905","usgsCitation":"Burford, R.O., and Gilmore, T.D., 1984, Vertical crustal movements in Southern California, 1974 to 1978: U.S. Geological Survey Circular 905, iii, 22 p. :ill., maps ;26 cm., https://doi.org/10.3133/cir905.","productDescription":"iii, 22 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":124535,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0905/report-thumb.jpg"},{"id":31217,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0905/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db6020dd","contributors":{"authors":[{"text":"Burford, Robert O.","contributorId":52560,"corporation":false,"usgs":true,"family":"Burford","given":"Robert","middleInitial":"O.","affiliations":[],"preferred":false,"id":148231,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilmore, Thomas D.","contributorId":64235,"corporation":false,"usgs":true,"family":"Gilmore","given":"Thomas","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":148232,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3517,"text":"cir924 - 1984 - The dangers and handling of hazardous chemicals in the geologic laboratory","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"cir924","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"924","title":"The dangers and handling of hazardous chemicals in the geologic laboratory","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir924","usgsCitation":"Riedmiller, A., Hauff, P.L., and Mathias, R.W., 1984, The dangers and handling of hazardous chemicals in the geologic laboratory: U.S. Geological Survey Circular 924, iii, 39 p. :ill. ;26 cm., https://doi.org/10.3133/cir924.","productDescription":"iii, 39 p. :ill. ;26 cm.","costCenters":[],"links":[{"id":117112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0924/report-thumb.jpg"},{"id":30531,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0924/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db6689fa","contributors":{"authors":[{"text":"Riedmiller, Alice","contributorId":30214,"corporation":false,"usgs":true,"family":"Riedmiller","given":"Alice","email":"","affiliations":[],"preferred":false,"id":147072,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hauff, Phoebe L.","contributorId":10402,"corporation":false,"usgs":true,"family":"Hauff","given":"Phoebe","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":147071,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mathias, Richard W.","contributorId":36536,"corporation":false,"usgs":true,"family":"Mathias","given":"Richard","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":147073,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28717,"text":"wri844116 - 1984 - Cost-effectiveness of the US Geological Survey stream-gaging program in central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844116","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4116","title":"Cost-effectiveness of the US Geological Survey stream-gaging program in central Florida","docAbstract":"In the Red Oak area, Oklahoma, water in shale bedrock occurs in bedding planes and fractures and is confined. Wells probably yield less than 5 gallons per minute. Ground water is a sodium or mixed cation carbonate/bicarbonate type with dissolved-solids concentrations ranging from about 300 to 700 milligrams per liter. No relationship between water chemistry and well depth or location is apparent. Brazil Creek flows 1 cubic foot per second or less about 25 percent of the time and has no flow about 15 percent of the time. Water in Brazil Creek is a mixed cation carbonate/bicarbonate type. Dissolved-solids concentrations upstream from old and recent mines ranged from 30 to 100 milligrams per liter whereas concentrations downstreams from the mines ranged from 50 to 600 milligrams per liter. Excessive levels of cadmium, chromium, lead, and mercury at times preclude use of water from Brazil and Rock Creeks for public supply. Maximum suspended-sediment discharge, in tons per day, was 2,500 for Brazil Creek and 3,300 for Rock Creek. Silt-clay particles with diameters less than 0.062 millimeter were the dominant sediment size. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844116","usgsCitation":"Miller, R.A., Anderson, W., and Heath, R., 1984, Cost-effectiveness of the US Geological Survey stream-gaging program in central Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4116, vi, 89 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844116.","productDescription":"vi, 89 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123460,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4116/report-thumb.jpg"},{"id":57549,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4116/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad1e4b07f02db680e15","contributors":{"authors":[{"text":"Miller, R. A.","contributorId":95090,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200281,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, Warren","contributorId":7712,"corporation":false,"usgs":true,"family":"Anderson","given":"Warren","affiliations":[],"preferred":false,"id":200279,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Heath, R.C.","contributorId":49408,"corporation":false,"usgs":true,"family":"Heath","given":"R.C.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200280,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":49454,"text":"ofr80637 - 1984 - Land use and land cover and associated maps for Tawas City, Michigan, U.S.; Ontario, Canada","interactions":[],"lastModifiedDate":"2012-02-02T00:10:26","indexId":"ofr80637","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"80-637","title":"Land use and land cover and associated maps for Tawas City, Michigan, U.S.; Ontario, Canada","language":"ENGLISH","doi":"10.3133/ofr80637","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Land use and land cover and associated maps for Tawas City, Michigan, U.S.; Ontario, Canada: U.S. Geological Survey Open-File Report 80-637, Lat 44 degrees to 45 degrees, long 82 degrees to 84 degrees, https://doi.org/10.3133/ofr80637.","productDescription":"Lat 44 degrees to 45 degrees, long 82 degrees to 84 degrees","costCenters":[],"links":[{"id":170116,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aec8b","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531953,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28876,"text":"wri834048 - 1984 - Water in sand and gravel deposits in McHenry County, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri834048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4048","title":"Water in sand and gravel deposits in McHenry County, Illinois","docAbstract":"McHenry County, Illinois derives a major part of its ground-water supply from unconsolidated sand and gravel aquifers. Twenty-six public systems tap these aquifers for all or part of their supply. The county contains two types of sand and gravel aquifers--unconfined aquifers which are at or near the land surface, and semiconfined aquifers which are overlain by one or more till members. A map of water levels in unconfined and semiconfined aquifers shows that moraines and other topographically high features are ground-water divides of local flow systems. Distances from ground-water divides to discharge areas are a few miles or less. The quality of the ground water is good for most uses, although treatment may be required to reduce hardness (median concentration is 340 milligrams per liter) and dissolved iron (median concentrations is 140 micrograms per liter). Ground water is a calcium magnesium bicarbonate type. The range of specific conductance is from 260 to 1,170 micromhos. Values are higher near towns. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834048","usgsCitation":"Nicholas, J., and Krohelski, J.T., 1984, Water in sand and gravel deposits in McHenry County, Illinois: U.S. Geological Survey Water-Resources Investigations Report 83-4048, vii, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834048.","productDescription":"vii, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159494,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4048/report-thumb.jpg"},{"id":57750,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4048/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57751,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f97aa","contributors":{"authors":[{"text":"Nicholas, J.R.","contributorId":26673,"corporation":false,"usgs":true,"family":"Nicholas","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":200545,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krohelski, J. T.","contributorId":59046,"corporation":false,"usgs":true,"family":"Krohelski","given":"J.","email":"","middleInitial":"T.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200546,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28081,"text":"wri844222 - 1984 - Impacts of the Tampa Bypass Canal system on the areal hydrology, Hillsborough County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri844222","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4222","title":"Impacts of the Tampa Bypass Canal system on the areal hydrology, Hillsborough County, Florida","docAbstract":"Construction of the Tampa Bypass Canal, Florida has resulted in an increase in streamflow from the canal area. Base-flow discharge is more than twice preconstruction amounts. Discharge from springs has decreased by one half or more. Ground-water levels show an increase of up to 4 feet near structure S-160 due to impoundment of water. Elsewhere, levels have generally decreased by 2 to 4 feet. Some minor changes in water quality have occurred. Some of the changes, however, may be attributed to factors other than canal construction. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844222","usgsCitation":"Knutilla, R., and Corral, M.A., 1984, Impacts of the Tampa Bypass Canal system on the areal hydrology, Hillsborough County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4222, vi, 65 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844222.","productDescription":"vi, 65 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122936,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4222/report-thumb.jpg"},{"id":56902,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4222/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a04e4b07f02db5f854c","contributors":{"authors":[{"text":"Knutilla, R. L.","contributorId":65451,"corporation":false,"usgs":true,"family":"Knutilla","given":"R. L.","affiliations":[],"preferred":false,"id":199189,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Corral, M. A.","contributorId":25201,"corporation":false,"usgs":true,"family":"Corral","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199188,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28943,"text":"wri844043 - 1984 - Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4043","title":"Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts","docAbstract":"Ground-water withdrawals by municipal wells in the Mettapoisett River valley, Massachusetts, are expected to triple in the next two decades. State and local concern about the long-term impacts of these withdrawals on ground-water levels and streamflow made it necessary to assess the ground-water resources of the valley and to develop a digital ground-water-flow model for management purposes. Ten pumping scenarios, which represent the present and proposed withdrawals from the aquifer, were simulated using reduced recharge conditions. Under conditions simulating 1965 average annual recharge, predicted water levels in the aquifer are as much as 9 feet lower than average annual levels. At the highest withdrawal rates, the predicted drawdown in four wells exceeds the estimated available drawdown. Under conditions representative of the 7-day 10-year low flow of the river, predicted water levels decline as much as 19 feet. Simulated withdrawals in six scenarios use all of the available ground-water discharge. If this drought condition should occur and streamflow is not supplemented by surface water, the model results indicate that the river in the southern half of the valley will stop flowing under most pumping plans. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844043","usgsCitation":"Olimpio, J., and De Lima, V., 1984, Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 84-4043, v, 88 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri844043.","productDescription":"v, 88 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4043/report-thumb.jpg"},{"id":57819,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696b1f","contributors":{"authors":[{"text":"Olimpio, J.C.","contributorId":36137,"corporation":false,"usgs":true,"family":"Olimpio","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":200655,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"De Lima, Virginia","contributorId":91888,"corporation":false,"usgs":true,"family":"De Lima","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":200656,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":65086,"text":"i1640 - 1984 - Geologic map of the Mare Boreum area of Mars","interactions":[],"lastModifiedDate":"2023-06-27T11:05:46.03739","indexId":"i1640","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1640","title":"Geologic map of the Mare Boreum area of Mars","docAbstract":"

The Mare Boreum geologic map portrays the north polar area of Mars above lat 65˚ N. The area contains five physiographic provinces: (1) a residual ice cap characterized by troughs with a counterclockwise outward spiral pattern (Mariner 9 frames DAS 13317550 and DAS 13353320); (2) layered terrain adjacent to the ice cap, exposed within the spiral troughs; (3) a circumpolar band of low-albedo material extending roughly from lat 75˚ to 82˚ N; (4) isolated patches of high-albedo perennial ice near lat 75˚ N. within a semicircumpolar band between long 120˚ and 270˚; and (5) circumpolar cratered plains of mottled albedo south of lat 75˚.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i1640","usgsCitation":"Dial, A.L., 1984, Geologic map of the Mare Boreum area of Mars: U.S. Geological Survey IMAP 1640, Report: 1 p.; 1 Plate: 54.06 × 37.04 inches, https://doi.org/10.3133/i1640.","productDescription":"Report: 1 p.; 1 Plate: 54.06 × 37.04 inches","costCenters":[],"links":[{"id":438952,"rank":4,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P9AEF4JT","text":"USGS data release","linkHelpText":"Geologic map of the Mare Boreum area of Mars"},{"id":252017,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1640/report-thumb.jpg"},{"id":251248,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1640/report.pdf","size":"27","linkFileType":{"id":1,"text":"pdf"}},{"id":251249,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1640/plate-1.pdf","size":"13535","linkFileType":{"id":1,"text":"pdf"}}],"scale":"4290000","otherGeospatial":"Mare Boreum, Mars","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696ae1","contributors":{"authors":[{"text":"Dial, A. L. Jr.","contributorId":74458,"corporation":false,"usgs":true,"family":"Dial","given":"A.","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":272638,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9387,"text":"ofr84847 - 1984 - Principal facts for gravity stations in and near the Madison and Gallatin Divide Roadless Areas, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr84847","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-847","title":"Principal facts for gravity stations in and near the Madison and Gallatin Divide Roadless Areas, Montana","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84847","usgsCitation":"Hassemer, J., and Kaufmann, H.E., 1984, Principal facts for gravity stations in and near the Madison and Gallatin Divide Roadless Areas, Montana: U.S. Geological Survey Open-File Report 84-847, 32 p. :ill. ;28 cm., https://doi.org/10.3133/ofr84847.","productDescription":"32 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":142757,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0847/report-thumb.jpg"},{"id":37107,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0847/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667f4d","contributors":{"authors":[{"text":"Hassemer, J. H.","contributorId":12488,"corporation":false,"usgs":true,"family":"Hassemer","given":"J. H.","affiliations":[],"preferred":false,"id":159585,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kaufmann, H. E.","contributorId":40215,"corporation":false,"usgs":true,"family":"Kaufmann","given":"H.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159586,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10730,"text":"ofr84750 - 1984 - Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas","interactions":[],"lastModifiedDate":"2017-09-29T16:00:28","indexId":"ofr84750","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-750","title":"Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas","docAbstract":"

Overland runoff from urban areas can cause concentrations of some water-quality constituents in local receiving streams to increase. The U.S. Geological Survey in cooperation with the Kansas Department of Health and Environment investigated the water-quality characteristics of streams draining Topeka, Kansas, and adjacent parts of the Shunganunga Creek basin from October 1979 through November 1981. The purpose of this investigation was to provide the data and interpretation necessary to determine the effects of runoff from urban areas on the water-quality characteristics of receiving streams.

Water-quality characteristics for three streamflow conditions were determined: (1) dry-weather streamflow--a combination of base flow and point-source contributions, (2) storm streamflow--mainly provided by overland runoff from storms, and (3) snowmelt streamflow- mainly provided by overland runoff from snowmelt.

Median concentrations of trace metals and nutrients were larger in storm streamflow than in dry-weather streamflow. Median concentrations of total lead and zinc were largest in storm streamflow from the more urban basins. Regression equations were developed to estimate median concentrations of total lead and zinc in storm streamflow from the percentage of drainage area in residential plus commercial land-use areas (correlation coefficients were 0.98 for total lead and 0.88 for total zinc); and from street density in lane miles per square mile (correlation coefficients were 0.89 for total lead and 0.84 for total zinc). Median concentrations of dissolved nitrite plus nitrate nitrogen and total phosphorus averaged, respectively, 76-percent and 70-percent larger during storm streamflow than during dry-weather streamflow and were largest in storm streamflow from the more agricultural basins.

Median concentrations of dissolved sodium, chloride, and solids in snowmelt streamflow at all study sites averaged 218-percent larger for dissolved sodium, 296-percent larger for dissolved chloride, and 71-percent larger for dissolved solids relative to median concentrations in dry-weather streamflow. Regression equations also were developed to estimate median concentrations of dissolved sodium, chloride, and solids in snowmelt streamflow from the summation of percentages of the drainage area in residential, commercial, and industrial land-use areas (correlation coefficients were 0.97 for each of the three relationships) and from street density in lane miles per square mile (correlation coefficients were 0.93 for dissolved sodium and 0.94 for both dissolved chloride and dissolved solids).

Multiple-correlation and regression analysis relating storm-runoff volumes and average constituent concentrations to land-use and storm characteristics produced significant relations (0.05 level of significance) for storm-runoff volume (0.81 coefficient of determination), total lead (0.71 coefficient of determination), total zinc (0.50 coefficient of determination), and suspended sediment (0.58 coefficient of determination).

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84750","collaboration":"Prepared in cooperation with the Kansas Department of Health and Environment","usgsCitation":"Pope, L.M., and Bevans, H.E., 1984, Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas: U.S. Geological Survey Open-File Report 84-750, vi, 64 p., https://doi.org/10.3133/ofr84750.","productDescription":"vi, 64 p.","costCenters":[],"links":[{"id":143526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0750/report-thumb.jpg"},{"id":346272,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0750/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","city":"Topeka","otherGeospatial":"Shunganunga Creek basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.84747314453125,\n 38.96154447940714\n ],\n [\n -95.53985595703124,\n 38.96154447940714\n ],\n [\n -95.53985595703124,\n 39.131125517089906\n ],\n [\n -95.84747314453125,\n 39.131125517089906\n ],\n [\n -95.84747314453125,\n 38.96154447940714\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db6349e1","contributors":{"authors":[{"text":"Pope, Larry M.","contributorId":93455,"corporation":false,"usgs":true,"family":"Pope","given":"Larry","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":161868,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bevans, Hugh E.","contributorId":11589,"corporation":false,"usgs":true,"family":"Bevans","given":"Hugh","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":161869,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27511,"text":"wri834253 - 1984 - Water resources of Sleeping Bear Dunes National Lakeshore, Michigan","interactions":[],"lastModifiedDate":"2016-10-06T11:36:01","indexId":"wri834253","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4253","title":"Water resources of Sleeping Bear Dunes National Lakeshore, Michigan","docAbstract":"

Sleeping Bear Dunes National Lakeshore in a water-rich area. It borders Lake Michigan and several small streams flow through the park to the lake. Small lakes are numerous within the park and near its boundaries. Ground water is available at most places in the park and wells yield as much as 100 gallons per minute.

Water from streams, lakes, wells, and springs is of good quality. Dissolved solids range from 35 to 180 mg/L in lakes, from 145 to 214 mg/L in streams, and from 136 to 468 mg/L in groundwater. Analyses of samples for pesticides and trace metals indicate that no pesticides are present in the water, and that concentrations of trace metals do not exceed recommended drinking-water standards.

Surface and ground water are available in sufficient quantity in most areas of the park for the development of water supplies for visitor 's centers, campgrounds, picnic areas, and other park facilities.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri834253","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Handy, A., and Stark, J., 1984, Water resources of Sleeping Bear Dunes National Lakeshore, Michigan: U.S. Geological Survey Water-Resources Investigations Report 83-4253, iv, 39 p., https://doi.org/10.3133/wri834253.","productDescription":"iv, 39 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":56357,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4253/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4253/report-thumb.jpg"}],"country":"United States","state":"Michigan","otherGeospatial":"Sleeping Bear Dunes National Lakeshore","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n 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R.","contributorId":100406,"corporation":false,"usgs":true,"family":"Stark","given":"J. R.","affiliations":[],"preferred":false,"id":198237,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9365,"text":"ofr84821 - 1984 - Water-quality data for aquifers in east-central New Jersey, 1981-82","interactions":[],"lastModifiedDate":"2012-02-02T00:06:00","indexId":"ofr84821","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-821","title":"Water-quality data for aquifers in east-central New Jersey, 1981-82","docAbstract":"Data are presented in tables for 238 wells representing nine aquifers underlying the New Jersey Coastal Plain. Approximately two-thirds of these wells are screened in the unconfined Kirkwood-Cohansey aquifer system, the principal source of groundwater in the study area. In addition, seven local streams were sampled in their headwaters under base flow conditions. Field measurements include water temperature, specific conductance, pH, and alkalinity; laboratory determinations include common inorganic ions, nutrients, trace metals, dissolved organic carbon, and volatile organic compounds. Other tables include lithology and hydrologic characteristics of geologic units, well-construction data, and median and extreme values of constituents in water of the Kirkwood-Cohansey aquifer system. A plate shows all sampling sites and presents three hydrogeologic sections delineating subsurface relationships. 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