{"pageNumber":"4731","pageRowStart":"118250","pageSize":"25","recordCount":184563,"records":[{"id":29001,"text":"wri874154 - 1987 - Geophysical well log analysis of fractured granitic rocks at Atikokan, Ontario, Canada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri874154","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4154","title":"Geophysical well log analysis of fractured granitic rocks at Atikokan, Ontario, Canada","docAbstract":"Two boreholes, drilled to approximate depths of 750 and 1,260 m in a granitic intrusion located near Atikokan, Ontario, were studied by obtaining a full suite of conventional borehole geophysical logs. In addition, selected intervals in these boreholes were logged with a borehole acoustic televiewer that produces a high-resolution image of the borehole wall, an acoustic waveform-logging system using 34-kiloHertz magnetostrictive and 5-kiloHertz sparker sources, and a highly sensitive heat-pulse flowmeter. Emphasis was on identifying and characterizing fracture zones that represent groundwater conduits in deeper portions of the granite, and on characterizing the properties of the largest intervals of unfractured granite. Major fracture zones were indicated by correlating geophysical log anomalies detected on the suite of conventional logs (unpublished data from Atomic Energy of Canada). However, several other anomalies, were identified as mafic intrusions of approximately the same thickness as major fracture zones. Geophysical log anomalies were compared for all major fracture zones that could serve as significant groundwater conduits, and fracture zone permeability is estimated on the basis of acoustic tube-wave attenuation in these intervals. Acoustic televiewer logs obtained at depths below 1,000 m in the deeper well indicate that most of the few fractures identified on core at these depths do not remain open enough under in situ conditions to produce detectable anomalies in acoustic refraction. Flowmeter data indicate that some groundwater circulation occurs in the upper portion of both boreholes. Water in the shallower of the two holes was observed to flow at 2.0 L/min; most of this flow entered the borehole at a depth < 25 m, and no flow occurred below a depth of 100 m. Downflow at rates < 0.5 L/min was determined to enter the deeper borehole within 20 m of the surface, and to exist at various fractures down to a depth of 250 m. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874154","usgsCitation":"Paillet, F.L., and Hess, A., 1987, Geophysical well log analysis of fractured granitic rocks at Atikokan, Ontario, Canada: U.S. Geological Survey Water-Resources Investigations Report 87-4154, iv, 36 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874154.","productDescription":"iv, 36 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159641,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4154/report-thumb.jpg"},{"id":57868,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4154/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8500","contributors":{"authors":[{"text":"Paillet, Frederick L.","contributorId":63820,"corporation":false,"usgs":true,"family":"Paillet","given":"Frederick","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200765,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hess, A.E.","contributorId":71979,"corporation":false,"usgs":true,"family":"Hess","given":"A.E.","email":"","affiliations":[],"preferred":false,"id":200766,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":35567,"text":"b1768 - 1987 - Seismological aspects of the 1976 eruptions of Augustine Volcano, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:09:34","indexId":"b1768","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1768","title":"Seismological aspects of the 1976 eruptions of Augustine Volcano, Alaska","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/b1768","usgsCitation":"Reeder, J.W., and Lahr, J.C., 1987, Seismological aspects of the 1976 eruptions of Augustine Volcano, Alaska: U.S. Geological Survey Bulletin 1768, iv, 32 p. ill., map ;28 cm., https://doi.org/10.3133/b1768.","productDescription":"iv, 32 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":166903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1768/report-thumb.jpg"},{"id":63466,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1768/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4bb1","contributors":{"authors":[{"text":"Reeder, John W.","contributorId":106956,"corporation":false,"usgs":true,"family":"Reeder","given":"John","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":214864,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lahr, John C.","contributorId":20328,"corporation":false,"usgs":true,"family":"Lahr","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":214863,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28727,"text":"wri874064 - 1987 - Appraisal of storm-water quality near Salem, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T08:17:07","indexId":"wri874064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4064","title":"Appraisal of storm-water quality near Salem, Oregon","docAbstract":"Stormwater runoff for the period December 1979 to May 1981, at 13 sites (12 basins) in the vicinity of Salem, Oregon, was sampled and analyzed for water quality. Constituent concentrations for urban storm water were relatively small when compared to samples from Portland and Medford, Oregon and to samples from Denver, Colorado. The data indicated that levels of suspended sediment, ultimate CBOD (carbonaceous biochemical oxygen demand), and total lead increased with increased urbanization. Much of the suspended sediment and related turbidity result from transport of basin soils rather than from the wash-off of dry fallout solids from impervious areas. Because of small chemical concentrations and winter high flow and low temperature conditions in the Willamette River, Salem storm water probably has little effect on biological or on most chemical conditions in the Willamette River. An analysis of data from a stormwater detention pond (originally designed to reduce peak flows) indicated that the facility was about 47% efficient in reducing suspended sediment loads. The facility also reduced such sediment-related constituent loads as total lead and total phosphorus. Total Kjeldahl nitrogen and ultimate CBOD loads that are transported mostly in the dissolved phase were not measurably affected by the detention pond. Precipitation samples collected at one site for a year were found to be acidic, with a median pH of 4.6. Median total lead concentration was 8 micrograms/L (ug/L) in precipitation, whereas the median total lead concentration in runoff from the 12 basins ranged from 8 to 110 ug/L. The median dissolved ammonia concentration in precipitation was larger than the median dissolved ammonia concentration at all 13 sites. In contrast, the median total Kjeldahl nitrogen concentration in precipitation samples was about half the median for streamwater concentrations. Median ratios of sulfate to chloride and nitrate to chloride in precipitation were much higher than ratios expected for sea water, suggesting anthropogenic sources for sulfate and nitrate. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874064","usgsCitation":"Miller, T.L., 1987, Appraisal of storm-water quality near Salem, Oregon: U.S. Geological Survey Water-Resources Investigations Report 87-4064, iv, 29 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874064.","productDescription":"iv, 29 p. :ill., map ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":123368,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4064/report-thumb.jpg"},{"id":57554,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a388","contributors":{"authors":[{"text":"Miller, T. L.","contributorId":54557,"corporation":false,"usgs":true,"family":"Miller","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200300,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":61563,"text":"mf1648B - 1987 - Geochemical map of the Pond Mountain and Pond Mountain Addition Roadless Areas, Carter County, Tennessee","interactions":[],"lastModifiedDate":"2016-08-23T10:38:17","indexId":"mf1648B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"1648","chapter":"B","title":"Geochemical map of the Pond Mountain and Pond Mountain Addition Roadless Areas, Carter County, Tennessee","docAbstract":"

In the spring of 1980, K. A. Duttweiler, J. W. Whitlow, and W. R. Griffitts of the U.S. Geological Survey conducted a reconnaissance geochemical survey of the Pond Mountain and Pond Mountain Addition Roadless Areas. The purpose of the study was to determine the geochemical nature of the study area as part of the mineral resource assessment. This report presents a brief summary of the geochemistry of the study area. The evaluation of the mineral resource potential is covered in a separate report (Griffitts, Bitar, and Chatman, in press).

\n

The Pond Mountain and Pond Mountain Addition Road less Areas encompass 6,668 acres in the Cherokee National Forest in northeastern Tennessee. They are approximately 7 mi southeast of Elizabethton, and 1 mi east of Hampton, Tenn. (fig. 1).

\n

The study area is fairly accessible by U.S Highway 321 north of the area and Forest Service Route 50 along the southern boundary. Relief is moderate, but the vegetation is very thick in most places.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1648B","usgsCitation":"Duttweiler, K., Griffitts, W.R., Cooley, E., and Whitlow, J.W., 1987, Geochemical map of the Pond Mountain and Pond Mountain Addition Roadless Areas, Carter County, Tennessee: U.S. Geological Survey Miscellaneous Field Studies Map 1648, 57.34 x 38.04 inches, https://doi.org/10.3133/mf1648B.","productDescription":"57.34 x 38.04 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":179980,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1648B.JPG"},{"id":327602,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1648-B/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"0","country":"United States","state":"Tennessee","county":"Carter County","otherGeospatial":"Pond Mountain and Pond Mountain Addition Roadless Areas","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -82.2,36.25 ], [ -82.2,36.3675 ], [ -82,36.3675 ], [ -82,36.25 ], [ -82.2,36.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae1c8","contributors":{"authors":[{"text":"Duttweiler, K.A.","contributorId":68310,"corporation":false,"usgs":true,"family":"Duttweiler","given":"K.A.","affiliations":[],"preferred":false,"id":266057,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Griffitts, W. R.","contributorId":10428,"corporation":false,"usgs":true,"family":"Griffitts","given":"W.","middleInitial":"R.","affiliations":[],"preferred":false,"id":266055,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cooley, E.F.","contributorId":83072,"corporation":false,"usgs":true,"family":"Cooley","given":"E.F.","email":"","affiliations":[],"preferred":false,"id":266058,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Whitlow, J. W.","contributorId":63810,"corporation":false,"usgs":true,"family":"Whitlow","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":266056,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":3944,"text":"cir991 - 1987 - Field surveying and topographic mapping in Alaska: 1947-83","interactions":[],"lastModifiedDate":"2016-01-25T09:50:10","indexId":"cir991","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"991","title":"Field surveying and topographic mapping in Alaska: 1947-83","docAbstract":"

The U.S. Geological Survey's earliest presence in Alaska dates back to 1889. A decade later, topographic mapping became an integral part of the Geological Survey's Alaska program, mostly as reconnaissance-type mapping and special-purpose mapping of specific sites. It was not until after World War II that the Survey's Alaska topographic mapping efforts began to bear fruit.

\n

This circular retraces surveying and topographic mapping by the Geological Survey in Alaska from 1947 to 1983 and describes camp life and some of the unusual happenings involved in working in virtually uninhabited country, adverse weather, and difficult terrain. A year-by-year recap of activities documents the transition from early small-scale mapping efforts to more accurate and detailed 1:63,360-scale mapping for Alaska except the Aleutian Islands and isolated islands in the Bering Sea. Recent 1:25,000-scale metric mapping and the preparation of orthophotographs and special mapping efforts for other Government agencies also are recounted.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/cir991","usgsCitation":"Foley, R.C., 1987, Field surveying and topographic mapping in Alaska: 1947-83: U.S. Geological Survey Circular 991, Report: vi, 98 p.; Plate: 25.28 x 17.54 inches, https://doi.org/10.3133/cir991.","productDescription":"Report: vi, 98 p.; Plate: 25.28 x 17.54 inches","numberOfPages":"106","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":247315,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/1987/0991/plate-1.pdf","size":"1647","linkFileType":{"id":1,"text":"pdf"}},{"id":120762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0991/report-thumb.jpg"},{"id":31029,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0991/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f4c32","contributors":{"authors":[{"text":"Foley, Robert C.","contributorId":79868,"corporation":false,"usgs":true,"family":"Foley","given":"Robert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":147871,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":61767,"text":"gq1605 - 1987 - Geologic map of the Tres Hermanos Peak quadrangle, Colfax County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-10T00:10:29","indexId":"gq1605","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1605","title":"Geologic map of the Tres Hermanos Peak quadrangle, Colfax County, New Mexico","language":"ENGLISH","doi":"10.3133/gq1605","usgsCitation":"Staatz, M.H., 1987, Geologic map of the Tres Hermanos Peak quadrangle, Colfax County, New Mexico: U.S. Geological Survey Geologic Quadrangle 1605, 1 map :col. ;58 x 47 cm., on sheet 71 x 107 cm., folded in envelope 25 x 32 cm., https://doi.org/10.3133/gq1605.","productDescription":"1 map :col. ;58 x 47 cm., on sheet 71 x 107 cm., folded in envelope 25 x 32 cm.","costCenters":[],"links":[{"id":102680,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_1130.htm","linkFileType":{"id":5,"text":"html"},"description":"1130"},{"id":248062,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/1605/report.pdf","size":"71","linkFileType":{"id":1,"text":"pdf"}},{"id":252722,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/1605/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104.36749999999999,36.5 ], [ -104.36749999999999,36.6175 ], [ -104.25,36.6175 ], [ -104.25,36.5 ], [ -104.36749999999999,36.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a416","contributors":{"authors":[{"text":"Staatz, Mortimer Hay","contributorId":39754,"corporation":false,"usgs":true,"family":"Staatz","given":"Mortimer","email":"","middleInitial":"Hay","affiliations":[],"preferred":false,"id":266343,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28760,"text":"wri874109 - 1987 - Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 7","interactions":[],"lastModifiedDate":"2022-02-01T19:31:17.427544","indexId":"wri874109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4109","title":"Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 7","docAbstract":"

The geohydrology and susceptibility of the seven major aquifers to surface contamination in Area 7 - Bibb, Dallas, Hale, Perry, and Wilcox Counties, are described. Aquifers in the northern part of the study area are in Paleozoic limestones and dolomite formations. Deposits in the central part of the study area are predominately of Cretaceous age and contain the Coker, Gordo, and Eutaw aquifers. Although the southern part of the study area has many deposits of Tertiary age, the Ripley Formation of Cretaceous age is the major aquifer. Contamination of any of the major aquifers is improbable because the majority of the recharge area for the primary aquifers is woodland, pasture, or farmland. Downdip from their outcrops, the major aquifers in the study area are protected from land surface contamination by relatively impermeable layers of clay and chalk. The aquifers that are highly susceptible to contamination are the ones in the limestone and dolomite formations in northern Bibb County. Sinkholes exist in the recharge area of these formations and could provide a direct link for contaminates from the land surface to the water table. An area northeast of the Selma well field is also highly susceptible to contamination. The Eutaw Formation in this area is overlain by alluvial deposits that could increase recharge to the aquifer by slowing the runoff rate of surface water.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874109","usgsCitation":"Mooty, W., 1987, Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 7: U.S. Geological Survey Water-Resources Investigations Report 87-4109, Report: v, 28 p.; 1 Plate: 15.00 × 20.90 inches, https://doi.org/10.3133/wri874109.","productDescription":"Report: v, 28 p.; 1 Plate: 15.00 × 20.90 inches","costCenters":[],"links":[{"id":57630,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57629,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4109/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118916,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4109/report-thumb.jpg"},{"id":110240,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46776.htm","linkFileType":{"id":5,"text":"html"},"description":"46776"}],"country":"United States","state":"Alabama","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.7917,\n 31.8194\n ],\n [\n -86.7875,\n 31.8194\n ],\n [\n -86.7875,\n 33.2167\n ],\n [\n -87.7917,\n 33.2167\n ],\n [\n -87.7917,\n 31.8194\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c22","contributors":{"authors":[{"text":"Mooty, W. S.","contributorId":55837,"corporation":false,"usgs":true,"family":"Mooty","given":"W. S.","affiliations":[],"preferred":false,"id":200352,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26448,"text":"wri874026 - 1987 - Sediment discharge in Rock Creek and the effect of sedimentation rate on the proposed Rock Creek Reservoir, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri874026","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4026","title":"Sediment discharge in Rock Creek and the effect of sedimentation rate on the proposed Rock Creek Reservoir, northwestern Colorado","docAbstract":"Sediment data collected from 1976 to 1985 and stream discharge data collected from 1952 to 1980 at gaging station 09060500, Rock Creek near Toponas, Colorado, were used to determine total sediment discharge into the proposed Rock Creek Reservoir. Suspended sediment discharge and bedload discharge were related to stream discharge by using logarithmic regression relations. Mean annual suspended sediment discharge was estimated to be 309 tons/yr, and mean annual bedload discharge was estimated to be 428 tons/yr in Rock Creek at the Toponas gaging station for the 1953 through 1980 water years. The mean annual total sediment discharge into the proposed reservoir was estimated to be 768 tons/yr, which includes 10% addition to the suspended sediment discharge calculated for the Toponas gaging station to account for suspended sediment discharge from Horse Creek. This rate of mean annual total sediment discharge would decrease the long-term water storage capacity of the proposed reservoir by < 1% after 100 years. Suspended sediment discharge/unit-drainage-basin area at gaging station 09060550, Rock Creek at Crater, located about 5 mi downstream for the proposed reservoir site, was equivalent to suspended-sediment discharge/unit-drainage-basin area at the Toponas gaging station during 1985. Long-term sediment data collection at the Crater gaging station could be used for detecting changes in suspended sediment discharge in Rock Creek at the proposed reservoir site. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874026","usgsCitation":"Butler, D.L., 1987, Sediment discharge in Rock Creek and the effect of sedimentation rate on the proposed Rock Creek Reservoir, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4026, iv, 23 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874026.","productDescription":"iv, 23 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":157897,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4026/report-thumb.jpg"},{"id":55271,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4026/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc037","contributors":{"authors":[{"text":"Butler, D. L.","contributorId":36967,"corporation":false,"usgs":true,"family":"Butler","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196408,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":80280,"text":"fwsobs82_10_130 - 1987 - Habitat Suitability Index Models: Black-shouldered kite","interactions":[],"lastModifiedDate":"2022-01-28T17:56:15.644171","indexId":"fwsobs82_10_130","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.130","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Black-shouldered kite","docAbstract":"A review and synthesis of existing information were used to develop a model for evaluating black-shouldered kite habitat quality. The model is scaled to produce an index between 0 (unsuitable habitat) to 1.0 (optimal habitat). Habitat suitability index models are designed for use with the Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service. Guidelines for model application are provided.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Faanes, C.A., and Howard, R.J., 1987, Habitat Suitability Index Models: Black-shouldered kite: FWS/OBS 82/10.130, vi, 13 p.","productDescription":"vi, 13 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":195591,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf04","contributors":{"authors":[{"text":"Faanes, Craig A.","contributorId":72433,"corporation":false,"usgs":true,"family":"Faanes","given":"Craig","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":292173,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Howard, Rebecca J. 0000-0001-7264-4364 howardr@usgs.gov","orcid":"https://orcid.org/0000-0001-7264-4364","contributorId":2429,"corporation":false,"usgs":true,"family":"Howard","given":"Rebecca","email":"howardr@usgs.gov","middleInitial":"J.","affiliations":[{"id":17705,"text":"Wetland and Aquatic Research Center","active":true,"usgs":true},{"id":455,"text":"National Wetlands Research Center","active":true,"usgs":true}],"preferred":true,"id":292172,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26741,"text":"wri864132 - 1987 - Statistical analysis relating well yield to construction practices and siting of wells in the Piedmont and Blue Ridge provinces of North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T12:12:48","indexId":"wri864132","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4132","title":"Statistical analysis relating well yield to construction practices and siting of wells in the Piedmont and Blue Ridge provinces of North Carolina","docAbstract":"A statistical analysis was made of data from more than 6,200 water wells drilled in the fractured crystalline rocks of the Blue Ridge, Piedmont, and western edge of the Coastal Plain where crystalline rocks underlie sediments at shallow depths. The study area encompassed 65 countries in western North Carolina, an area of 30,544 square mi, comprising nearly two-thirds of the State. Additional water supplies will be needed in western North Carolina as population and industrial development continue to increase. Ground water is an attractive alternative to surface water sources for moderate to large supplies. The statistical analysis was made to identify the geologic, topographic, and construction factors associated with high-yield wells. It is generally held that the crystalline rocks of Blue Ridge and Piedmont provinces yield only small amounts of water to wells, that water is obtained from vertical fractures that pinch out at a depth of about 300 feet because of lithostatic pressure, and that the function of a larger diameter well is primarily for storage. These concepts are reasonable when based upon the average well drilled in these rocks: a domestic well, 125 feet deep, 6 inches or less in diameter, and located on a hill or ridge. However, statistical analysis shows that wells in draws or valleys have average yields three times those of wells on hills and ridges. Wells in the most productive hydrogeologic units have average yields twice those of wells in the least productive units. Wells in draws and valleys in the most productive units average five times more yield than wells on hills and ridges in the least productive units. Well diameter can have significant influence on yield; for a given depth, yield is directly proportional to well diameter. Maximum well yields are obtained from much greater depths than previously believed. For example, the average yield of 6-inch diameter wells located in draws and valleys can be expected to reach a maximum of about 45 gallons per minute at depths of 500 to 525 feet; for similarly located 12-inch diameter wells, the average yield can be expected to reach a maximum of about 150 gallons per min at depths of 700 to 800 ft. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864132","usgsCitation":"Daniel, C., 1987, Statistical analysis relating well yield to construction practices and siting of wells in the Piedmont and Blue Ridge provinces of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 86-4132, v, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864132.","productDescription":"v, 54 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158536,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4132/report-thumb.jpg"},{"id":55619,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4132/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Blue Ridge Province, Piedmont 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Carolina\",\"nation\":\"USA \"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4a93","contributors":{"authors":[{"text":"Daniel, C.C.","contributorId":53427,"corporation":false,"usgs":true,"family":"Daniel","given":"C.C.","email":"","affiliations":[],"preferred":false,"id":196919,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":63532,"text":"gp983 - 1987 - Aeromagnetic maps of the west-central Sierra Nevada, California","interactions":[],"lastModifiedDate":"2025-07-18T19:37:25.198932","indexId":"gp983","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"983","title":"Aeromagnetic maps of the west-central Sierra Nevada, California","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/gp983","usgsCitation":"Ponce, D.A., and Langenheim, V., 1987, Aeromagnetic maps of the west-central Sierra Nevada, California: U.S. Geological Survey Geophysical Investigations Map 983, 4 Plates: 56.18 x 22.15 inches or smaller, https://doi.org/10.3133/gp983.","productDescription":"4 Plates: 56.18 x 22.15 inches or smaller","costCenters":[],"links":[{"id":492580,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_6324.htm"},{"id":249677,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0983/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":249676,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0983/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":249675,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0983/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":249674,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0983/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":253170,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gp/0983/report-thumb.jpg"},{"id":249673,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gp/0983/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","country":"United States","state":"California","otherGeospatial":"west-central Sierra Nevada","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120.75,\n 38\n ],\n [\n -120.75,\n 37\n ],\n [\n -119.3333,\n 37\n ],\n [\n -119.3333,\n 38\n ],\n [\n -120.75,\n 38\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689e7a","contributors":{"authors":[{"text":"Ponce, D. A.","contributorId":97983,"corporation":false,"usgs":true,"family":"Ponce","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":269067,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Langenheim, V.E. 0000-0003-2170-5213","orcid":"https://orcid.org/0000-0003-2170-5213","contributorId":54956,"corporation":false,"usgs":true,"family":"Langenheim","given":"V.E.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":false,"id":269066,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":35010,"text":"b1566 - 1987 - Trace elements in magnetic concentrates from stream sediments in southwestern New Mexico: A potential tool for reconnaissance geochemical exploration in arid lands","interactions":[],"lastModifiedDate":"2022-12-13T20:33:39.645408","indexId":"b1566","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1566","title":"Trace elements in magnetic concentrates from stream sediments in southwestern New Mexico: A potential tool for reconnaissance geochemical exploration in arid lands","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/b1566","usgsCitation":"Lovering, T., and Hedal, J.A., 1987, Trace elements in magnetic concentrates from stream sediments in southwestern New Mexico: A potential tool for reconnaissance geochemical exploration in arid lands: U.S. Geological Survey Bulletin 1566, iv, 31 p., https://doi.org/10.3133/b1566.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":410398,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21800.htm","linkFileType":{"id":5,"text":"html"}},{"id":62951,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1566/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":165570,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1566/report-thumb.jpg"}],"country":"United States","state":"New Mexico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -107.25,\n 33.5\n ],\n [\n -107.25,\n 32.5\n ],\n [\n -108.25,\n 32.5\n ],\n [\n -108.25,\n 33.5\n ],\n [\n -107.25,\n 33.5\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627e69","contributors":{"authors":[{"text":"Lovering, T.G.","contributorId":55014,"corporation":false,"usgs":true,"family":"Lovering","given":"T.G.","affiliations":[],"preferred":false,"id":213976,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hedal, J. A.","contributorId":20764,"corporation":false,"usgs":true,"family":"Hedal","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":213975,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":64181,"text":"gp977 - 1987 - Composite magnetic anomaly map of the conterminous United States west of 96° longitude","interactions":[],"lastModifiedDate":"2025-07-18T18:44:52.114591","indexId":"gp977","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"977","title":"Composite magnetic anomaly map of the conterminous United States west of 96° longitude","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/gp977","usgsCitation":"Bond, K.R., and Zietz, I., 1987, Composite magnetic anomaly map of the conterminous United States west of 96° longitude: U.S. Geological Survey Geophysical Investigations Map 977, Report: 13 p.; 2 Plates: 41.15 × 50.75 inches and 40.53 × 51.19 inches, https://doi.org/10.3133/gp977.","productDescription":"Report: 13 p.; 2 Plates: 41.15 × 50.75 inches and 40.53 × 51.19 inches","costCenters":[],"links":[{"id":250703,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0977/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":254148,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gp/0977/report-thumb.jpg"},{"id":250702,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0977/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":250701,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gp/0977/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393981,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_6319.htm"}],"scale":"2500000","country":"United States","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -125,26 ], [ -125,49 ], [ -96,49 ], [ -96,26 ], [ -125,26 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a837a","contributors":{"authors":[{"text":"Bond, K. R.","contributorId":8112,"corporation":false,"usgs":true,"family":"Bond","given":"K.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":270139,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zietz, Isidore","contributorId":76708,"corporation":false,"usgs":true,"family":"Zietz","given":"Isidore","affiliations":[],"preferred":false,"id":270140,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26688,"text":"wri864208 - 1987 - Streamflow and water quality of the Grand Calumet River, Lake County, Indiana, and Cook County, Illinois, October 1984","interactions":[],"lastModifiedDate":"2016-06-01T16:20:46","indexId":"wri864208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4208","title":"Streamflow and water quality of the Grand Calumet River, Lake County, Indiana, and Cook County, Illinois, October 1984","docAbstract":"

A diel (24-hour) water-quality survey was done to investigate the sources of dry-weather waste inputs attributable to other than permitted point-source effluent and to evaluate the waste-load assimilative capacity of the Grand Calumet River, Lake County, Indiana, and Cook County, Illinois, in October 1984. Flow in the Grand Calumet River consists almost entirely of municipal and industrial effluents which comprised more than 90% of the 500 cu ft/sec flow observed at the confluence of the East Branch Grand Calumet River and the Indiana Harbor Ship Canal during the study. At the time of the study, virtually all of the flow in the West Branch Grand Calumet River was municipal effluent. Diel variations in streamflow of as much as 300 cu ft/sec were observed in the East Branch near the ship canal. The diel variation diminished at the upstream sampling sites in the East Branch. In the West Branch, the diel variation in flow was quite drastic; complete reversals of flow were observed at sampling stations near the ship canal. Average dissolved-oxygen concentrations at stations in the East Branch ranged from 5.7 to 8.2 mg/L and at stations in the West Branch from 0.8 to 6.6 mg/L. Concentrations of dissolved solids, suspended solids, biochemical-oxygen demand, ammonia, nitrite, nitrate, and phosphorus were substantially higher in the West Branch than in the East Branch. In the East Branch, only the Indiana Stream Pollution Control Board water-quality standards for total phosphorus and phenol were exceeded. In the West Branch, water-quality standards for total ammonia, chloride, cyanide, dissolved solids, fluoride, total phosphorus, mercury, and phenol were exceeded and dissolved oxygen was less than the minimum allowable. Three areas of significant differences between cumulative effluent and instream chemical-mass discharges were identified in the East Branch and one in the West Branch. The presence of unidentified waste inputs in the East Branch were indicated by differences in the chemical-mass discharges at three sites. Elevated suspended solids, biochemical-oxygen demand, and ammonia chemical-mass discharges at Columbia Avenue indicated the presence of a source of what may have been untreated sewage to the West Branch during the survey. (Author 's abstract)

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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc8ca","contributors":{"authors":[{"text":"ReMillard, M. D.","contributorId":38645,"corporation":false,"usgs":true,"family":"ReMillard","given":"M.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":256704,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Herbert, L. R.","contributorId":39865,"corporation":false,"usgs":true,"family":"Herbert","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":256705,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sandberg, G. W.","contributorId":55426,"corporation":false,"usgs":true,"family":"Sandberg","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":256706,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Birdwell, G. A.","contributorId":35392,"corporation":false,"usgs":true,"family":"Birdwell","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":256703,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26481,"text":"wri874027 - 1987 - Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri874027","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4027","title":"Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana","docAbstract":"Federal coal lands of the Woodson Preference Right Lease Application are located in Dawson and Richland Counties, northeastern Montana. A probable mine area, comprised of the lease area and adjacent coal lands, contains about 220 million tons of recoverable lignite coal in the 12-37 ft thick Pust coal bed. A hydrologic study has been conducted in the area to describe the water resources and to evaluate potential effects of coal mining on the water resources. Geohydrologic data collected from wells and springs indicate that several aquifers exist in the area. Sandstone beds in the Tongue River Member of the Fort Union Formation (Paleocene age) are the most common aquifers and probably underlie the entire area. The Pust coal bed in the Tongue River Member is water saturated in part of the probable mine area and is dry in other parts of the probable mine area. Other aquifers, located mostly outside of the probable mine area, exist in gravel of the Flaxville Formation (Miocene of Pliocene age) and valley alluvium (Pleistocene and Holocene age). Chemical analyses of groundwater indicate a range in dissolved solids concentration of 240-2,280 mg/L. Surface water resources are limited. Most streams in the area are ephemeral and flow only in response to rainfall or snowmelt. Small reaches of the North and Middle Forks of Burns Creek have intermittent flow. Water sampled from a small perennial reach of the Middle Fork had a dissolved solids concentration of 700 mg/L. Mining of the Pust coal bed would destroy one spring and four stock wells, dewater areas of the Pust coal and sandstone aquifers, and probably lower water levels in seven stock and domestic wells. Mining in the valley of Middle Fork Burns Creek would intercept streamflow and alter flow characteristics of a small perennial reach of stream. Leaching of soluble minerals from mine spoils may cause a long-term degradation of the quality of water in the spoils and in aquifers downgradient from the spoils. Some of the effects on local water supplies could be mitigated by development of new wells in deeper sandstones of the Tongue River Member. Effects of mining on water resources would be minimized if only areas of dry coal were mined. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874027","usgsCitation":"Cannon, M.R., 1987, Water resources and potential effects of surface coal mining in the area of the Woodson Preference Right Lease Application, Montana: U.S. Geological Survey Water-Resources Investigations Report 87-4027, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874027.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158316,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4027/report-thumb.jpg"},{"id":55307,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d2e4b07f02db5486c9","contributors":{"authors":[{"text":"Cannon, M. R.","contributorId":99140,"corporation":false,"usgs":true,"family":"Cannon","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196463,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14145,"text":"ofr87603 - 1987 - Data management system for the China digital seismograph network","interactions":[],"lastModifiedDate":"2012-02-02T00:06:44","indexId":"ofr87603","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-603","title":"Data management system for the China digital seismograph network","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87603","usgsCitation":"Hoffman, J., 1987, Data management system for the China digital seismograph network: U.S. Geological Survey Open-File Report 87-603, 24 p. :ill. ;28 cm., https://doi.org/10.3133/ofr87603.","productDescription":"24 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":145277,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0603/report-thumb.jpg"},{"id":42794,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0603/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c8ac","contributors":{"authors":[{"text":"Hoffman, J.P.","contributorId":7706,"corporation":false,"usgs":true,"family":"Hoffman","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":168998,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1879,"text":"wsp2234G - 1987 - Loads of suspended sediment and nutrients from local nonpoint sources to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years","interactions":[{"subject":{"id":14096,"text":"ofr84860 - 1984 - Loads of suspended sediment and nutrients from local nonpoint sources to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years","indexId":"ofr84860","publicationYear":"1984","noYear":false,"title":"Loads of suspended sediment and nutrients from local nonpoint sources to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years"},"predicate":"SUPERSEDED_BY","object":{"id":1879,"text":"wsp2234G - 1987 - Loads of suspended sediment and nutrients from local nonpoint sources to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years","indexId":"wsp2234G","publicationYear":"1987","noYear":false,"chapter":"G","title":"Loads of suspended sediment and nutrients from local nonpoint sources to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp2234G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"2234","chapter":"G","title":"Loads of suspended sediment and nutrients from local nonpoint sources to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years","docAbstract":"Loads of suspended sediment, phosphorus, nitrogen, biochemical oxygen demand, and dissolved silica discharged to the tidal Potomac River and Estuary during the !979-81 water years from three local nonpoint sources have been calculated. The loads in rain falling directly upon the tidal water surface and from overflows of the combined sewer system of the District of Columbia were determined from available information. Loads of materials in the streamflow from local watersheds draining directly to the tidal Potomac River and Estuary downstream from Chain Bridge in Washington, D.C., were calculated from samples of streamflow leaving five monitored watersheds. \r\n\r\nAverage annual yields of substances leaving three urban watersheds (Rock Creek and the Northwest and Northeast Branches of the Anacostia River) and the rural Saint Clements Creek watershed were calculated either by developing relationships between concentration and streamflow or by using the mean of measured concentrations. Yields calculated for the 1979-81 water years are up to 2.3 times period-of-record yields because of greater than average streamflow and stormflow during this 3-year period. \r\n\r\nPeriod-of-record yields of suspended sediment from the three urban watersheds and the Saint Clements Creek watershed do not agree with yields reported by other studies. The yields from the urban watersheds are 17 to 51 percent of yields calculated using sediment-concentration data collected during the 1960-62 water years. Previous studies suggest that this decrease is at least partly due to the imposition of effective sediment controls at construction sites and to the construction of two multipurpose reservoirs. The yield calculated for the rural Saint Clements Creek watershed is at least twice the yields calculated for other rural watersheds, a result that may be due to most of the samples of this stream being taken during the summer of the 1981 water year, a very dry period. \r\n\r\nLoads discharged from all local tributary watersheds to the tidal Potomac River and Estuary during the 1979-81 water years were calculated by applying to the unsampled watersheds the yields determined for the monitored watersheds. The \r\nresulting loads are 2.7 million megagrams of suspended sedi- ment, 3,100 megagrams of phosphorus, 14,000 megagrams of nitrogen, 74,000 megagrams of ultimate biochemical oxygen demand, and 68,000 megagrams of dissolved silica. The value for the load of sediment is probably an overestimate because the sediment yield calculated for the Saint Clements Creek watershed does not appear to be representative of rural watersheds. \r\n\r\nSummed, the loads discharged from all local nonpoint sources (local tributary watersheds, rainfall, and combined sewer overflows) to the tidal Potomac River and Estuary during the 1979-81 water years are 2.7 million megagrams of suspended sediment, 3,300 megagrams of phosphorus, 18,000 megagrams of nitrogen, 78,000 megagrams of ultimate biochemical oxygen demand, and 69,000 megagrams of dissolved silica. These loads accounted for 17 to 38 percent of the loads discharged by major sources during this period.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2234G","usgsCitation":"Hickman, R.E., 1987, Loads of suspended sediment and nutrients from local nonpoint sources to the tidal Potomac River and Estuary, Maryland and Virginia, 1979-81 water years: U.S. Geological Survey Water Supply Paper 2234, vii, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2234G.","productDescription":"vii, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":138526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2234g/report-thumb.jpg"},{"id":27167,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2234g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a68e4b07f02db63b1db","contributors":{"authors":[{"text":"Hickman, R. Edward 0000-0001-5160-3723 whickman@usgs.gov","orcid":"https://orcid.org/0000-0001-5160-3723","contributorId":3153,"corporation":false,"usgs":true,"family":"Hickman","given":"R.","email":"whickman@usgs.gov","middleInitial":"Edward","affiliations":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"preferred":true,"id":144296,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57369,"text":"wdrTX861 - 1987 - Water resources data, Texas, water year 1986, Volume 1: Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, Trinity River basin, and intervening and adjacent coastal basins","interactions":[],"lastModifiedDate":"2024-08-09T00:39:55.729501","indexId":"wdrTX861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"TX-86-1","title":"Water resources data, Texas, water year 1986, Volume 1: Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, Trinity River basin, and intervening and adjacent coastal basins","docAbstract":"

The Water Resources Division of the U.S. Geological Survey, in cooperation with Federal, State, and City agencies, obtains a large amount of data pertaining to the water resources of Texas each water year. Such data, accumulated during many water years, constitute a valuable data base for developing an improved understanding of the water resources of the State. To make these data readily available to interested parties outside the Geological Survey, the data are published annually in three volumes of this report series entitled \"Water Resources Data - Texas.\"

This report series includes records of stage, discharge, and water quality of streams and canals; stage, contents, and water quality of lakes and reservoirs. Volume 1 contains records for water discharge at 139 gaging stations; stage only at 5 gaging station; stage and contents at 40 lakes and reservoirs; and water quality at 72 gaging stations. Also included are data for 13 partial-record stations. Additional water data were collected at 2 miscellaneous sites not involved in the systematic data-collection program. The data in this report represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating City, State, and Federal agencies in Texas.


","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrTX861","collaboration":"Prepared in cooperation with the State of Texas and with other agencies","usgsCitation":"Buckner, H., Carillo, E., and Davidson, H., 1987, Water resources data, Texas, water year 1986, Volume 1: Arkansas River basin, Red River basin, Sabine River basin, Neches River basin, Trinity River basin, and intervening and adjacent coastal basins: U.S. Geological Survey Water Data Report TX-86-1, x, 463 p., https://doi.org/10.3133/wdrTX861.","productDescription":"x, 463 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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