No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, Va","doi":"10.3133/wdrMT921","usgsCitation":"Shields, R., Knapton, J.R., White, M.K., Brosten, T., and Chambers, C.L., 1993, Water resources data, Montana, water year 1992: U.S. Geological Survey Water Data Report MT-92-1, xi, 534 p., https://doi.org/10.3133/wdrMT921.","productDescription":"xi, 534 p.","costCenters":[],"links":[{"id":377748,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1992/mt-92-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181928,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1992/mt-92-1/report-thumb.jpg"}],"country":"United 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L.","contributorId":48525,"corporation":false,"usgs":true,"family":"Chambers","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":251367,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":17761,"text":"ofr9330 - 1993 - Surface-water-quality assessment of the Yakima River basin in Washington: Analysis of major and minor elements in fine-grained streambed sediment, 1987","interactions":[],"lastModifiedDate":"2022-10-14T20:30:24.958418","indexId":"ofr9330","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-30","title":"Surface-water-quality assessment of the Yakima River basin in Washington: Analysis of major and minor elements in fine-grained streambed sediment, 1987","docAbstract":"Fine-grained streambed sediment from the Yakima River Basin was sampled from 448 locations and analyzed for 45 elements. Anomalous major- and minor-element concentrations were based on baseline values established from element concentrations in streambed sediment in the basin. The largest number of anomalies occurred for antimony, arsenic, cerium, copper, and zinc; at least 10 percent of these element concentrations exceeded the threshold values of 0.7 mg/g (micrograms per gram), 8.5 mg/g, 57 mg/g, 40 mg/g, and 120 mg/g, respectively. Concentrations of arsenic as large as 31 and 61 mg/g occurred in streambed sediment formed from the pre-Tertiary metamorphic and intrusive rocks geologic unit and from the nonmarine sedimentary rocks geologic unit, respectively. These geologic units were probable sources of arsenic to smaller headwater streams; however, arsenic concentrations from these geologic sources rapidly attenuated downstream in the Yakima River. Geologic sources of arsenic were generally small in agricultural land-use areas; however, concentrations as large as 140 mg/g were found in samples of soils that were historically treated with the lead-arsenate pesticide. In addition, concentrations of lead, as large as 890 mg/g, occurred in these pesticide- treated soils. Streambed sediment formed from the pre-Tertiary metamorphic and intrusive rocks geologic unit also contained concentrations as large as 1,700 mg/g for chromium, 140 mg/g for cobalt, and 1,900 mg/g for nickel. Like arsenic, concentrations of chromium (in addition to mercury and nickel) were attenuated in the Yakima River. The application of zinc sulphate to orchards was probably responsible for concentrations of zinc as large as 150 mg/g in soils of and 180 mg/g in streambed sediment from the agricultural land-use area.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9330","usgsCitation":"Fuhrer, G.J., McKenzie, S.W., Rinella, J.F., Sanzolone, R.F., and Skach, K., 1993, Surface-water-quality assessment of the Yakima River basin in Washington: Analysis of major and minor elements in fine-grained streambed sediment, 1987: U.S. Geological Survey Open-File Report 93-30, Report: viii, 131 p.; 3 Plates: 50.00 × 39.00 inches or smaller, https://doi.org/10.3133/ofr9330.","productDescription":"Report: viii, 131 p.; 3 Plates: 50.00 × 39.00 inches or smaller","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":408350,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_12599.htm","linkFileType":{"id":5,"text":"html"}},{"id":21457,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0030/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":21456,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0030/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":21455,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0030/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":46990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0030/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150576,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0030/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Yakima River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.519,\n 45.973\n ],\n [\n -119.15,\n 45.973\n ],\n [\n -119.15,\n 47.616\n ],\n [\n -121.519,\n 47.616\n ],\n [\n -121.519,\n 45.973\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a4ce","contributors":{"authors":[{"text":"Fuhrer, G. J.","contributorId":13254,"corporation":false,"usgs":true,"family":"Fuhrer","given":"G.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":177715,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McKenzie, S. W.","contributorId":66240,"corporation":false,"usgs":true,"family":"McKenzie","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":177718,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rinella, J. F.","contributorId":86777,"corporation":false,"usgs":true,"family":"Rinella","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":177719,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sanzolone, R. F.","contributorId":64199,"corporation":false,"usgs":true,"family":"Sanzolone","given":"R.","middleInitial":"F.","affiliations":[],"preferred":false,"id":177717,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Skach, K. A.","contributorId":38175,"corporation":false,"usgs":true,"family":"Skach","given":"K. A.","affiliations":[],"preferred":false,"id":177716,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":54725,"text":"wdrMS921 - 1993 - Water resources data, Mississippi, water year 1992","interactions":[],"lastModifiedDate":"2025-08-26T16:13:33.601302","indexId":"wdrMS921","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"MS-92-1","title":"Water resources data, Mississippi, water year 1992","docAbstract":"Water resources data for the 1992 water year for Mississippi consist of records of_stage, discharge, and water quality of streams; stage, and water quality of lakes and reservoirs and water levels and water quality of ground-water wells. This report contains records of water discharge at 82 gaging stations; stage records for 19 of these gaging stations; stage only at 6 gaging stations; water quality for 24 streamflow gaging stations, 2 ungaged stream sites, 65 wells and 4 precipitation quality stations; and water levels for 235 observation wells. Also included are peak-discharge data for 55 crest-stage partial-record stations, and discharge data at 6 flood hydrograph partial-record stations, and water quality data at 8 partial-record or miscellaneous sites and 448 short-term study sites. Locations of these sites are shown on Figures 4-6. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Mississippi.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb5e3","contributors":{"authors":[{"text":"Plunkett, M.L.","contributorId":82368,"corporation":false,"usgs":true,"family":"Plunkett","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":251313,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morris, F.","contributorId":17299,"corporation":false,"usgs":true,"family":"Morris","given":"F.","affiliations":[],"preferred":false,"id":251311,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Oakley, W. T.","contributorId":76331,"corporation":false,"usgs":true,"family":"Oakley","given":"W.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":251312,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28751,"text":"wri934042 - 1993 - Evaluation of the Lagrangian scheme for sampling the Mississippi River during 1987-90","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri934042","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4042","title":"Evaluation of the Lagrangian scheme for sampling the Mississippi River during 1987-90","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934042","usgsCitation":"Moody, J.A., 1993, Evaluation of the Lagrangian scheme for sampling the Mississippi River during 1987-90: U.S. Geological Survey Water-Resources Investigations Report 93-4042, iv, 31 p. :ill., map ;28 cm., https://doi.org/10.3133/wri934042.","productDescription":"iv, 31 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":122577,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4042/report-thumb.jpg"},{"id":57602,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4042/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fab3d","contributors":{"authors":[{"text":"Moody, J. A.","contributorId":32930,"corporation":false,"usgs":true,"family":"Moody","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200338,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21398,"text":"ofr93121 - 1993 - Traveltime and dispersion data, including associated discharge and water-surface elevation data, Kanawha River West Virginia, 1991","interactions":[],"lastModifiedDate":"2012-02-02T00:07:48","indexId":"ofr93121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-121","title":"Traveltime and dispersion data, including associated discharge and water-surface elevation data, Kanawha River West Virginia, 1991","docAbstract":"This report presents results of a study by the U.S. Geological Survey, in cooperation with the Virginia Environmental Endowment, Marshall University Research Corporation, and the West Virginia Depart- ment of Environmental Protection, to evaluate traveltime of a soluble dye on the Kanawha River. The Kanawha River originates in south-central West Virginia and flows northwestward to the Ohio River. Knowledge of traveltime and dispersion of a soluble dye could help river managers mitigate effects of an accidental spill. Traveltime and dispersion data were collected from June 20 through July 4, 1991, when river discharges decreased from June 24 through July 3, 1991. Daily mean discharges decreased from 5,540 ft 3/s on June 24 to 2,790 ft3/s on July 2 at Kanawha Falls and from 5,680 ft3/s on June 24 to 3,000 ft3/s on July 2 at Charleston. Water-surface elevations in regulated pools indicated a loss of water storage during the period. A spill at Gauley Bridge under similar streamflow conditions of this study is estimated to take 15 days to move beyond Winfield Dam. Estimated time of passage (elapsed time at a particular location) at Marmet Dam and Winfield Dam is approximately 2.5 days and 5.5 days, respectively. The spill is estimated to spend 12 days in the Winfield pool.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Earth Science Information Center--Open-File Report Section [distributor],","doi":"10.3133/ofr93121","usgsCitation":"Wiley, J., 1993, Traveltime and dispersion data, including associated discharge and water-surface elevation data, Kanawha River West Virginia, 1991: U.S. Geological Survey Open-File Report 93-121, iv, 31 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr93121.","productDescription":"iv, 31 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":154192,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0121/report-thumb.jpg"},{"id":50967,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0121/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f08c3","contributors":{"authors":[{"text":"Wiley, J.B.","contributorId":76739,"corporation":false,"usgs":true,"family":"Wiley","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":184357,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":17593,"text":"ofr92499 - 1993 - Quality assurance plan for the collection and processing of sediment data by the U.S. Geological Survey, Water Resources Division","interactions":[],"lastModifiedDate":"2012-02-02T00:07:20","indexId":"ofr92499","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-499","title":"Quality assurance plan for the collection and processing of sediment data by the U.S. Geological Survey, Water Resources Division","docAbstract":"The U.S. Geological Survey sediment data quality assurance plan identifies and explains required quality assurance and suggested quality control practices. The approach is to subdivide the process for obtaining sediment data into 3 parts: (1) field, (2) office, and (3) laboratory operations. The report also summarizes recommended goals for each subcategory. The quality assurance and quality control practices are described by stating the minimum acceptable activities that a district should conduct. For example, the plan describes field calibration of thermometers and standards used to calibrate a thermometer. The plan also proposes corrective actions if the quality control procedures identify a problem. The plan describes the formal reports prepared by a district that describe the completeness of sediment data and presents an evaluation of data obtained by the quality assurance program. Also described in the plan are the external (non-district) reviews that are needed to examine district sediment operations for conformity with district quality assurance plans and national quality assurance programs.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr92499","usgsCitation":"Knott, J.M., Glysson, G., Malo, B., and Schroeder, L., 1993, Quality assurance plan for the collection and processing of sediment data by the U.S. Geological Survey, Water Resources Division: U.S. Geological Survey Open-File Report 92-499, iv, 18 p. :ill. ;28 cm., https://doi.org/10.3133/ofr92499.","productDescription":"iv, 18 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":150038,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0499/report-thumb.jpg"},{"id":46791,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0499/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db655212","contributors":{"authors":[{"text":"Knott, J. M.","contributorId":77909,"corporation":false,"usgs":true,"family":"Knott","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":177014,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Glysson, G.D.","contributorId":16430,"corporation":false,"usgs":true,"family":"Glysson","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":177012,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Malo, B.A.","contributorId":74397,"corporation":false,"usgs":true,"family":"Malo","given":"B.A.","affiliations":[],"preferred":false,"id":177013,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Schroeder, L.J.","contributorId":105738,"corporation":false,"usgs":true,"family":"Schroeder","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":177015,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26495,"text":"wri894118 - 1993 - Measurement of evapotranspiration in phreatophyte areas, Smith Creek Valley and Carson Desert, west-central Nevada, 1983","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri894118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"89-4118","title":"Measurement of evapotranspiration in phreatophyte areas, Smith Creek Valley and Carson Desert, west-central Nevada, 1983","docAbstract":"Evaporation from bare soils and evapotranspiration from phreatophyte areas are major sources of natural groundwater loss in the Great Basin region of Nevada, Utah, and adjacent states. This study evaluated three methods for determining evapotrans- piration under natural conditions and provides quantitative estimates of evapotranspiration. Two of the methods used, the eddy-correlation and the Bowen ratio methods, measure actual evapotrans- piration under natural conditions, whereas the Penman method measures potential evapotranspiration. Phreatophytes at the Smith Creek Valley site (near Austin, Nev.) consist mainly of rabbitbrush. Actual evapotranspiration for 1983 at this site, estimated by the eddy-correlation method, was about 0.32 m/yr, compared with a calculated potential evapotrans- piration (measured by the Penman method) of about 2.0 m/yr. Phreatophytes at the Carson Desert site (near Fallon, Nev.) consist predominantly of greasewood. Estimated actual evapotranspiration at this site for 1983 (eddy-correlation method) was 0.18 m/yr, compared with a calculated potential evapotranspiration (Penman method) of 1.8 m/yr.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nU.S. Geological Survey, Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri894118","usgsCitation":"Carman, R.L., 1993, Measurement of evapotranspiration in phreatophyte areas, Smith Creek Valley and Carson Desert, west-central Nevada, 1983: U.S. Geological Survey Water-Resources Investigations Report 89-4118, v,18 p. :ill., map ;28 cm., https://doi.org/10.3133/wri894118.","productDescription":"v,18 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":122931,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4118/report-thumb.jpg"},{"id":55319,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4118/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611071","contributors":{"authors":[{"text":"Carman, R. L.","contributorId":16460,"corporation":false,"usgs":true,"family":"Carman","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196494,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":17839,"text":"ofr9367 - 1993 - Water resources activities in Florida 1992-93","interactions":[],"lastModifiedDate":"2012-02-02T00:07:13","indexId":"ofr9367","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-67","title":"Water resources activities in Florida 1992-93","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr9367","usgsCitation":"Glenn, M.E., 1993, Water resources activities in Florida 1992-93: U.S. Geological Survey Open-File Report 93-67, viii, 99 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr9367.","productDescription":"viii, 99 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":149514,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0067/report-thumb.jpg"},{"id":47077,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0067/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f970d","contributors":{"authors":[{"text":"Glenn, M. E. (compiler)","contributorId":75162,"corporation":false,"usgs":true,"family":"Glenn","given":"M.","suffix":"(compiler)","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":178056,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28656,"text":"wri934088 - 1993 - Water-level changes in the High Plains aquifer -- Predevelopment to 1991","interactions":[],"lastModifiedDate":"2021-12-15T22:28:39.523298","indexId":"wri934088","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4088","title":"Water-level changes in the High Plains aquifer -- Predevelopment to 1991","docAbstract":"Regional variability in water-level change in the High Plains aquifer underlying parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming results from large regional differences in climate, soils, land use, and ground-water withdrawals for irrigation. From the beginning of significant development of the High Plains aquifer for irrigation to 1980, substantial water-level declines have occurred in several areas. The estimated average area-weighted water-level decline from predevelopment to 1980 for the High Plains was 9.9 feet, an average annual decline of about 0.25 foot. These declines exceeded 100 feet in some parts of the Central and Southern High Plains. Declines were much smaller and less extensive in the Northern High Plains as a result of later irrigation development. Since 1980, water levels in those areas of large declines in the Central and Southern High Plains have continued to decline, but at a much slower annual rate. The estimated average area-weighted water-level decline from 1980 to 1991 for the entire High Plains was 1.41 feet, an average annual decline of about 0.13 foot. The relatively small decline since 1980, in relation to the declines prior to 1980, is associated with a decrease in ground-water application for irrigated agriculture and greater than normal precipitation. Water-conserving practices and technology, in addition to reductions in irrigated acreages, contributed to the decrease in ground-water withdrawals for irrigation.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934088","usgsCitation":"McGrath, T.J., and Dugan, J.T., 1993, Water-level changes in the High Plains aquifer -- Predevelopment to 1991: U.S. Geological Survey Water-Resources Investigations Report 93-4088, vi, 53 p., https://doi.org/10.3133/wri934088.","productDescription":"vi, 53 p.","costCenters":[],"links":[{"id":122674,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4088/report-thumb.jpg"},{"id":57499,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4088/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":392980,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47806.htm"}],"country":"United States","state":"Colorado, Kansas, Nebraska, New Mexico, Oklahoma, Texas, Wyoming","otherGeospatial":"High Plains aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.8203125,\n 31.353636941500987\n ],\n [\n -95.361328125,\n 31.353636941500987\n ],\n [\n -95.361328125,\n 43.5\n ],\n [\n -105.8203125,\n 43.5\n ],\n [\n -105.8203125,\n 31.353636941500987\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4792e4b07f02db48be3a","contributors":{"authors":[{"text":"McGrath, T. J.","contributorId":92294,"corporation":false,"usgs":true,"family":"McGrath","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200182,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dugan, J. T.","contributorId":67890,"corporation":false,"usgs":true,"family":"Dugan","given":"J.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":200181,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17882,"text":"ofr93413 - 1993 - Water-resources activities of the U.S. Geological Survey in Wyoming, October, 1991 through September, 1993","interactions":[],"lastModifiedDate":"2021-09-24T14:18:59.481061","indexId":"ofr93413","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-413","title":"Water-resources activities of the U.S. Geological Survey in Wyoming, October, 1991 through September, 1993","docAbstract":"This report describes the water-resources activities of the U.S. Geological Survey (USGS), Wyoming District. The activities are classified as data- collection programs and water-resources-appraisal projects. Much of the work is done in cooperation with other agencies. During fiscal years 1992 and 1993, cooperators included nine local agencies, two Native American tribes, seven State agencies, and nine Federal agencies. This report is a biennial progress report to the cooperating agencies and the general public. During fiscal year 1992, the Wyoming District operated 166 streamflow stations, 1 reservoir station, 93 surface-water-quality stations, 34 fluvial-sediment stations, 85 ground- water-level observation wells, and 100 ground- water-quality sites, of which 25 were sampled during fiscal year 1992. Descriptions, location maps, and status statements are given for the 4 long-term data-collection projects and for 16 water-resources appraisal projects that were active (funded) during fiscal year 1992 or 1993. Also included are lists of 14 projects that were completed between May 1991 and June 1993; and 2 projects for which funding ended prior to 1993 and that are completed except for the final report(s). The final section is a bibliographic listing of reports by USGS authors about the water resources of Wyoming.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr93413","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1993, Water-resources activities of the U.S. Geological Survey in Wyoming, October, 1991 through September, 1993: U.S. Geological Survey Open-File Report 93-413, 42 p., https://doi.org/10.3133/ofr93413.","productDescription":"42 p.","costCenters":[],"links":[{"id":389715,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_12744.htm"},{"id":47121,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0413/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":149831,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0413/report-thumb.jpg"}],"country":"United States","state":"Wyoming","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -111.082763671875,\n 41.00477542222947\n ],\n [\n -104.0625,\n 41.00477542222947\n ],\n [\n -104.0625,\n 45.0502402697946\n ],\n [\n -111.082763671875,\n 45.0502402697946\n ],\n [\n -111.082763671875,\n 41.00477542222947\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db545aa4","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":529041,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28414,"text":"wri934111 - 1993 - Results of ground-water, surface-water, and water-quality monitoring, Black Mesa area, northeastern Arizona– 1991-92","interactions":[],"lastModifiedDate":"2021-12-09T21:07:18.83874","indexId":"wri934111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4111","title":"Results of ground-water, surface-water, and water-quality monitoring, Black Mesa area, northeastern Arizona– 1991-92","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934111","usgsCitation":"Littin, G.R., 1993, Results of ground-water, surface-water, and water-quality monitoring, Black Mesa area, northeastern Arizona– 1991-92: U.S. Geological Survey Water-Resources Investigations Report 93-4111, iv, 23 p., https://doi.org/10.3133/wri934111.","productDescription":"iv, 23 p.","costCenters":[],"links":[{"id":392695,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47825.htm"},{"id":57218,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159281,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4111/report-thumb.jpg"}],"country":"United States","state":"Arizona","otherGeospatial":"Black Mesa area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -111.5,\n 35.5\n ],\n [\n -109.5,\n 35.5\n ],\n [\n -109.5,\n 37\n ],\n [\n -111.5,\n 37\n ],\n [\n -111.5,\n 35.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614923","contributors":{"authors":[{"text":"Littin, G. R.","contributorId":95924,"corporation":false,"usgs":true,"family":"Littin","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199755,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27154,"text":"wri934083 - 1993 - Escherichia coli and fecal-coliform bacteria as indicators of recreational water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri934083","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4083","title":"Escherichia coli and fecal-coliform bacteria as indicators of recreational water quality","docAbstract":"In 1986, the U.S. Environmental Protection Agency (USEPA) recommended that Escherichia coli (E. coli) be used in place of fecal-coliform bacteria in State recreational water-quality standards as an indicator of fecal contamination. This announcement followed an epidemiological study in which E. coli concentration was shown to be a better predictor of swimming-associated gastrointestinal illness than fecal-coliform concentration. Water-resource managers from Ohio have decided to collect information specific to their waters and decide whether to use E. coli or fecal-coliform bacteria as the basis for State recreational water-quality standards. If one indicator is a better predictor of recreational water quality than the other and if the relation between the two indicators is variable, then the indicator providing the most accurate measure of recreational water quality should be used in water-quality standards.\r\nWater-quality studies of the variability of concentrations of E. coli to fecal-coliform bacteria have shown that (1) concentrations of the two indicators are positively correlated, (2) E. coli to fecal-coliform ratios differ considerably from site to site, and (3) the E. coli criteria recommended by USEPA may be more difficult to meet than current (1992) fecal-coliform standards. In this study, a statistical analysis was done on concentrations of E. coli and fecal-coliform bacteria in water samples collected by two government agencies in Ohio-- the U.S. Geological Survey (USGS) and the Ohio River Valley Water Sanitation Commission (ORSANCO). Data were organized initially into five data sets for statistical analysis: (1) Cuyahoga River, (2) Olentangy River, (3) Scioto River, (4) Ohio River at Anderson Ferry, and (5) Ohio River at Cincinnati Water Works and Tanners Creek. The USGS collected the data in sets 1, 2, and 3, whereas ORSANCO collected the data in sets 4 and 5. \r\n\r\nThe relation of E. coli to fecal-coliform concentration was investigated by use of linear-regression analysis and analysis of covariance. Log-transformed E. coli and fecal-coliform concentrations were highly correlated in all data sets (r-values ranged from 0.929 to 0.984). Linear regression analysis on USGS and ORSANCO data sets showed that concentration of E. coli could be predicted from fecal-coliform concentration (coefficients of determination (R2) ranged from 0.863 to 0.970). Results of analysis of covariance (ANCOVA) indicated that the predictive equations among the three USGS data sets and two ORSANCO data sets were not significantly different and that the data could be pooled into two large data sets, one for USGS data and one for ORSANCO data. However, results of ANCOVA indicated that USGS and ORSANCO data could not be pooled into one large data set. \r\n\r\nPredictions of E. coli concentrations calculated for USGS And ORSANCO regression relations, based on fecal-coliform concentrations set to equal Ohio water-quality standards, further showed the differences in E. coli to fecal-coliform relations among data sets. For USGS data, a predicted geometric mean of 176 col/100 mL (number of colonies per 100 milliliters) was greater than the current geometric-mean E. coli standard for bathing water of 126 col/100mL. In contrast, for ORSANCO data, the predicted geometric mean of 101 col/100 mL was less than the current E. coli standard.\r\n\r\nThe risk of illness associated with predicted E. coli concentrations for USGS and ORSANCO data was evaluated by use of the USEPA regression equation that predicts swimming-related gastroenteritis rates from E. coli concentrations.1 The predicted geometric-mean E. coli concentrations for bathing water of 176 col/100 mL for USGS data and 101 col/100 mL for ORSANCO data would allow 9.4 and 7.1 gastrointestinal illnesses per 1,000 swimmers, respectively. This prediction compares well with the illness rate of 8 individuals per 1,000 swimmers estimated by the USEPA for an E. coli concentration of 126 col/100 mL. Therefore, the","language":"ENGLISH","publisher":"Water Resources Division, U.S. Geological Survey ;\r\nCopies of this report can be purchased from U.S. Geological Survey, Books and Open-File Reports Section,","doi":"10.3133/wri934083","usgsCitation":"Francy, D., Myers, D.N., and Metzker, K., 1993, Escherichia coli and fecal-coliform bacteria as indicators of recreational water quality: U.S. Geological Survey Water-Resources Investigations Report 93-4083, iv, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934083.","productDescription":"iv, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4083/report-thumb.jpg"},{"id":56033,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4083/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd21","contributors":{"authors":[{"text":"Francy, D.S. 0000-0001-9229-3557","orcid":"https://orcid.org/0000-0001-9229-3557","contributorId":86809,"corporation":false,"usgs":true,"family":"Francy","given":"D.S.","affiliations":[],"preferred":false,"id":197652,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Myers, Donna N.","contributorId":63027,"corporation":false,"usgs":true,"family":"Myers","given":"Donna","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":197650,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Metzker, K.D.","contributorId":80272,"corporation":false,"usgs":true,"family":"Metzker","given":"K.D.","affiliations":[],"preferred":false,"id":197651,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":21173,"text":"ofr9378 - 1993 - Hydrologic and water-quality data in selected agricultural drainages in Beaufort and Hyde Counties, North Carolina, 1990-92","interactions":[],"lastModifiedDate":"2017-01-04T10:54:09","indexId":"ofr9378","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-78","title":"Hydrologic and water-quality data in selected agricultural drainages in Beaufort and Hyde Counties, North Carolina, 1990-92","docAbstract":"An investigation was begun in 1988 to: (1) quantify nutrient, sediment, and freshwater loadings in canals that collect drainage from cropland field ditches; (2) determine the effects of tide gates and flashboard risers on these loadings and on receiving water quality; and (3) characterize the effects of drainage on the salinity regime of a tidal creek. Data were collected in three canals in Hyde County, two canals in Beaufort County, and in Campbell Creek, which receives drainage directly from the Beaufort County canals. A tide gate was placed in one of the Hyde County canals near the beginning of the investigation. In August 1990 following more than 2 years of data collection, control structures were placed in the remaining two Hyde County canals. Flashboard risers were installed in the Beaufort County canals in April 1991. Hydrologic and water quality data are presented for each of the study sites for the period of October 1990 through May 1992. Following a description of the study sites and data collection methods, data are presented for the five drainage canals and Campbell Creek. The data collected included: (1) daily values of accumulated precipitation; (2) water level statistics; (3) daily mean values of discharge in the canals; (4) biweekly water quality measurements and sample analyses; (5) storm-event water quality measurements and sample analyses; (6) continuous records of specific conductance in the canals; (7) vertical profiles of salinity in Campbell Creek; and (8) daily mean values of salinity at five sites at Campbell Creek.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr9378","usgsCitation":"Treece, M., 1993, Hydrologic and water-quality data in selected agricultural drainages in Beaufort and Hyde Counties, North Carolina, 1990-92: U.S. Geological Survey Open-File Report 93-78, vi, 98 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr9378.","productDescription":"vi, 98 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":50766,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153637,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0078/report-thumb.jpg"}],"country":"United States","state":"North Carolina","county":"Beaufort County, Hyde County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.750244140625,\n 34.34570381052938\n ],\n [\n -77.750244140625,\n 35.88014896488361\n ],\n [\n -75.91827392578125,\n 35.88014896488361\n ],\n [\n -75.91827392578125,\n 34.34570381052938\n ],\n [\n -77.750244140625,\n 34.34570381052938\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fd20","contributors":{"authors":[{"text":"Treece, M.W. Jr.","contributorId":60255,"corporation":false,"usgs":true,"family":"Treece","given":"M.W.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":183972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":17884,"text":"ofr92117 - 1993 - Water resources activities of the USGS, 1992","interactions":[],"lastModifiedDate":"2012-02-02T00:07:21","indexId":"ofr92117","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-117","title":"Water resources activities of the USGS, 1992","docAbstract":"The Water Resources Division (WRD) of the U.S. Geological Survey has the principal responsibility within the Federal Government for providing hydrologic information and appraising the Nation's water resources. The USGS is unique among government organizations because it has neither regulatory nor developmental authority. Information that is made available equally to all interested parties is the sole product of the WRD. The mission, organization, source of funds, and major programs of the WRD are discussed in this report. Three types of programs are described: long-term programs, topical programs, and support programs. Emphasis is on programs that will contribute to identifying, mitigating, or solving nationwide water-resources problems in the remaining years of the 20th century. Completing the report are discussions of how the hydrologic data and information are disseminated and an index. The report describes the water-resources mission of the WRD and discusses the organization and principal sources of funds that support the activities conducted to meet this mission. Descriptions are given of the most significant water-resources activities, how the hydrologic data and information are disseminated is discussed. Each description of a significant water-resources activity has the following parts: 'Introduction', 'Activities', 'Recent Accomplishments' and 'Funding'. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr92117","usgsCitation":"Smith, E.T., 1993, Water resources activities of the USGS, 1992: U.S. Geological Survey Open-File Report 92-117, iv, 82 p. :ill. ;28 cm., https://doi.org/10.3133/ofr92117.","productDescription":"iv, 82 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":149833,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0117/report-thumb.jpg"},{"id":47123,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0117/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49abe4b07f02db5c5db3","contributors":{"authors":[{"text":"Smith, E. T. (compiler)","contributorId":44562,"corporation":false,"usgs":true,"family":"Smith","given":"E.","suffix":"(compiler)","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":178121,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29181,"text":"wri934051 - 1993 - Hydrology of two tidal marshes in North Carolina where open-marsh water management modifications have been implemented","interactions":[],"lastModifiedDate":"2025-01-13T19:36:46.962678","indexId":"wri934051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4051","title":"Hydrology of two tidal marshes in North Carolina where open-marsh water management modifications have been implemented","docAbstract":"In 1988 and 1989, open-marsh water management modifications were implemented at tidal marshes near West Onslow Beach and Hobucken, North Carolina, as part of a pilot program to evaluate the effectiveness of ditching techniques as a mosquito-control method in open marshes. In 1984, before implementation of the modifications, a study was initiated to allow definition of the effects of those modifications on the hydrology of the marshes. Water levels in canals near the West Onslow Beach study marsh are controlled by periodic, gravitational tides. Daily maximum tides exceeded the elevation of the upper marsh surface 30% of the time before and 18% of the time after open-marsh water management. Daily maximum tides at this marsh exceeded the upper marsh surface 34% of the time before and 24% of the time after open-marsh water management. Variation in tidal conditions resulted in varying numbers and duration of floods at the study marshes. Duration analyses indicated relations between tide levels and marsh surface-water levels were unchanged after modifications. Groundwater movement through the marshes varies seasonally and is primarily vertical. Withdrawals are by evapotranspiration and recharge is by infiltration. During nongrowing months saturated conditions prevail. Groundwater flow to the marsh interior from the surrounding tidal canals was not detected during these declines. Changes in the natural variation in withdrawals from and recharge to groundwater were not indicated by the data collected during this study. Water levels in canals adjacent to the Hobucken study marsh are primarily controlled by wind-driven tides.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934051","usgsCitation":"Pope, B., 1993, Hydrology of two tidal marshes in North Carolina where open-marsh water management modifications have been implemented: U.S. Geological Survey Water-Resources Investigations Report 93-4051, v, 41 p., https://doi.org/10.3133/wri934051.","productDescription":"v, 41 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":124776,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4051/report-thumb.jpg"},{"id":58050,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466141,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47776.htm","text":"Hobucken marsh","linkFileType":{"id":5,"text":"html"}},{"id":466142,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47777.htm","text":"Onslow Beach marsh","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"North Carolina","city":"Hobucken","otherGeospatial":"West Onslow Beach","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -76.54615625888958,\n 35.2444\n ],\n [\n -76.54615625888958,\n 35.233\n ],\n [\n -76.52548712233958,\n 35.233\n ],\n [\n -76.52548712233958,\n 35.2444\n ],\n [\n -76.54615625888958,\n 35.2444\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -77.5333,\n 34.4542\n ],\n [\n -77.5333,\n 34.4417\n ],\n [\n -77.5167,\n 34.4417\n ],\n [\n -77.5167,\n 34.4542\n ],\n [\n -77.5333,\n 34.4542\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a38e","contributors":{"authors":[{"text":"Pope, B.F.","contributorId":10062,"corporation":false,"usgs":true,"family":"Pope","given":"B.F.","email":"","affiliations":[],"preferred":false,"id":201096,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":17100,"text":"ofr93630 - 1993 - Evaluation of nonpoint-source contamination, Wisconsin: Selected data for 1992 water year","interactions":[],"lastModifiedDate":"2015-10-19T08:51:19","indexId":"ofr93630","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-630","title":"Evaluation of nonpoint-source contamination, Wisconsin: Selected data for 1992 water year","docAbstract":"This report presents the annual results of the U.S. Geological Survey's (USGS) watershed-management evaluation monitoring program in Wisconsin. The overall objective of each individual project in the program is to determine if the water chemistry in the receiving stream has changed as a result of the implementation of land-management practices in the watershed. This is accomplished through monitoring of water chemistry and ancillary variables before best-management practices (BMP's) are installed ('pre-BMP'), during installation ('transitional'), and after ('post-BMP') watershed- management plans have been completely implemented. Fecal-coliform (FC) counts ranged between 10 and 310,00/100 mL. A large range of values occurred within duplicate and triplicate samples as well as over time. The median percentage difference between duplicate and triplicate samples was 17 percent although 4 out of the total 60 duplicate and triplicate samples had differences greater than 100 percent. A decrease in FC counts generally occurred over the duration of the 4-day analyses. Linear regression models of the log-concentration values (dependent variable) with respect to time (independent variable) were calculated for all samples. Negative slopes were found for 14 of the 15 samples. Slopes varied from +0.5 to -38.4 percent gain/loss/day, with a median slope of -8.5 percent/day. A t-test was applied to the data to examine whether or not significant differences in FC counts exist with respect to holding times. Because the T-test only compares two treatments, the test was conducted 3 times (0 versus 24-hr holding time, 0 versus 48-hr holding time, and 0 versus 72-hr holding time). Setting the level of significance at p less than 0.05 and assuming equal variances, 27 percent (all from Bower and Otter Creeks) of the samples demonstrated a significant difference in colony count over the first 24 hr, 40 percent over 48 hr, and 47 percent over 72 hr. All samples that exhibited a significant change in colony count were because of a decrease in colony count of the sample.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db698011","contributors":{"compilers":[{"text":"Uzcategui, Kristy E.","contributorId":104919,"corporation":false,"usgs":true,"family":"Uzcategui","given":"Kristy","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":645452,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":18371,"text":"ofr93444 - 1993 - Water-quality data for the Millstone River at Weston, New Jersey, and the Shark River at Remsen Mill, New Jersey, March - September 1992","interactions":[],"lastModifiedDate":"2012-02-02T00:07:29","indexId":"ofr93444","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-444","title":"Water-quality data for the Millstone River at Weston, New Jersey, and the Shark River at Remsen Mill, New Jersey, March - September 1992","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S.G.S. Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr93444","usgsCitation":"Buxton, D., and Dunne, P., 1993, Water-quality data for the Millstone River at Weston, New Jersey, and the Shark River at Remsen Mill, New Jersey, March - September 1992: U.S. Geological Survey Open-File Report 93-444, iv, 16 p. :maps ;28 cm., https://doi.org/10.3133/ofr93444.","productDescription":"iv, 16 p. :maps ;28 cm.","costCenters":[],"links":[{"id":151767,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0444/report-thumb.jpg"},{"id":47718,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0444/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e58b3","contributors":{"authors":[{"text":"Buxton, D.E.","contributorId":59433,"corporation":false,"usgs":true,"family":"Buxton","given":"D.E.","affiliations":[],"preferred":false,"id":178997,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dunne, Paul","contributorId":86794,"corporation":false,"usgs":true,"family":"Dunne","given":"Paul","email":"","affiliations":[],"preferred":false,"id":178998,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":65613,"text":"i2335 - 1993 - Controlled photomosaic of the MTM -40307 Quadrangle, western Hellas Planitia region of Mars","interactions":[],"lastModifiedDate":"2019-11-14T15:06:52","indexId":"i2335","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"2335","title":"Controlled photomosaic of the MTM -40307 Quadrangle, western Hellas Planitia region of Mars","docAbstract":"
No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i2335","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1993, Controlled photomosaic of the MTM -40307 Quadrangle, western Hellas Planitia region of Mars: U.S. Geological Survey IMAP 2335, 1 Plate: 24.00 x 37.00 inches, https://doi.org/10.3133/i2335.","productDescription":"1 Plate: 24.00 x 37.00 inches","costCenters":[],"links":[{"id":189513,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101063,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2335/plate-1.pdf","size":"11596","linkFileType":{"id":1,"text":"pdf"}}],"scale":"502000","otherGeospatial":"Mars","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688506","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":534001,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26554,"text":"wri934161 - 1993 - Geology and ground-water resources in the Zebulon area, Georgia","interactions":[],"lastModifiedDate":"2017-01-25T14:35:56","indexId":"wri934161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4161","title":"Geology and ground-water resources in the Zebulon area, Georgia","docAbstract":"The current (1991) surface-water source of drinking-water supply for the city of Zebulon, Pike County, Georgia, no longer provides an adequate water supply and periodically does not meet water-quality standards. The hydrogeology of crystalline rocks in the Zebulon area was evaluated to assess the potential of ground-water resources as a supplemental or alternative source of water to present surface-water supplies. As part of the ground-water resource evaluation, well location and construction data were compiled, a geologic map was constructed, and ground water was sampled and analyzed. Three mappable geologic units delineated during this study provide a basic understanding of hydrogeologic settings in the Zebulon area. Rock types include a variety of aluminosilicate schists, granitic rocks, amphibolites/honblende gneisses, and gondites. Several geologic features that may enhance ground-water availability were identified in the study area. These features include contacts between contrasting rock types, where a high degree of differential weathering has occurred, and well-developed structural features, such as foliation and jointing are present. High-yielding wells (greater than 25 gallons per minute) and low-yielding wells (less than one gallon per minute) were located in all three geologic units in a variety of topographic settings. Well yields range from less than one gallon per minute to 250 gallons per minute. The variable total depths and wide ranges of casing depths of the high-yielding wells are indicative of variations in depths to water-bearing zones and regolith thicknesses, respectively. The depth of water-bearing zones is highly variable, even on a local scale. Analyses of ground-water samples indicate that the distribution of iron concentration is as variable as well yield in the study area and does not seem to be related to a particular rock type. Iron concentrations in ground-water samples ranged from 0.02 to 5.3 milligrams per liter. Both iron concentration and well yield vary substantially over a relatively small area. Implementation and Verification of a One-Dimensional, Unsteady-Flow Model for Spring Brook near Warrenville, Illinois By Mary J. Turner, Anthony P. Pulokas, and Audrey L. Ishii Abstract A one-dimensional, unsteady-flow model, Full EQuations (FEQ) model, based on de Saint-Venant equations for dynamic flow in open channels, was calibrated and verified for a 0.75-mile reach of Spring Brook, a tributary to the West Branch Du Page River, near Warrenville in northeastern Illinois. The model was used to simulate streamflow in a small urban stream reach with two short culverts, one with overbank flow around the culvert during high flows. Streamflow data were collected on the reach during three high-flow periods. Data from one period were used to calibrate the model, and data from the other two periods were used to verify the model. Stages and discharges over the periods were simulated, and the results were compared graphically with stage and discharge data collected at 10 sites in the study reach. Errors in simulated stage and discharge were small except when debris, not represented in the model, clogged the culvert. The effects of changes in physical and computational model parameters also were studied. The model was insensit'lve to replacement of measured cross sections with interpolated cross sections, especially if the measured thalweg elevation was preserved. Variation of the roughness, slope, and length of the culvert over-bank section, as well as the chosen representative measured cross section, caused only slight changes in the simulated peak stage and discharge. Changes in the modeled culvert area caused large differences in the simulated highflows in the vicinity of the culvert, whereas simulated low flows were unaffected. At all flows, the misrepresentation of the culvert area caused the simulated water-surface elevations to deviate from the measured elevations, especially on the falling","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Earth Science Information Center, Open File Reports Section [distributor],","doi":"10.3133/wri934161","usgsCitation":"Chapman, M.J., Milby, B., and Peck, M., 1993, Geology and ground-water resources in the Zebulon area, Georgia: U.S. Geological Survey Water-Resources Investigations Report 93-4161, v, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934161.","productDescription":"v, 27 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":118840,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_93_4161.jpg"},{"id":1962,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri93-4161/","linkFileType":{"id":5,"text":"html"}},{"id":55420,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4161/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55421,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4161/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55422,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4161/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Georgia","county":"Zebulon","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -86,32 ], [ -86,34 ], [ -83,34 ], [ -83,32 ], [ -86,32 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685b87","contributors":{"authors":[{"text":"Chapman, M. J.","contributorId":65499,"corporation":false,"usgs":true,"family":"Chapman","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196604,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Milby, B.J.","contributorId":21982,"corporation":false,"usgs":true,"family":"Milby","given":"B.J.","affiliations":[],"preferred":false,"id":196603,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peck, M.F.","contributorId":93049,"corporation":false,"usgs":true,"family":"Peck","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":196605,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28617,"text":"wri934043 - 1993 - Hydrogeologic setting and hydrologic data of the Smoke Creek Desert basin, Washoe County, Nevada, and Lassen County, California, water years 1988-90","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri934043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4043","title":"Hydrogeologic setting and hydrologic data of the Smoke Creek Desert basin, Washoe County, Nevada, and Lassen County, California, water years 1988-90","docAbstract":"Smoke Creek Desert is a potential source of water for urban development in Washoe County, Nevada. Hydrogeologic data were collected from 1988 to 1990 to learn more about surface- and ground-water flow in the basin. Impermeable rocks form a boundary to ground-water flow on the east side of the basin and at unknown depths at the base of the flow system. Permeable volcanic rocks on the west and north sides of the basin represent a previously unrecognized aquifer and provide potential avenues for interbasin flow. Geophysical data indicate that basin-fill sediments are about 2,000 feet thick near the center of the basin. The geometry of the aquifers, however, remains largely unknown. Measurements of water levels, pressure head, flow rate, water temperature, and specific conductance at 19 wells show little change from 1988 to 1990. Chemically, ground water begins as a dilute sodium and calcium bicarbonate water in the mountain blocks, changes to a slightly saline sodium bicarbonate solution beneath the alluvial fans, and becomes a briny sodium chloride water near the playa. Concentrations of several inorganic constituents in the briny water near the playa commonly exceed Nevada drinking-water standards. Ground water in the Honey Lake basin and Smoke Creek Desert basin has similar stable-isotope composition, except near Sand Pass. If interbasin flow takes place, it likely occurs at depths greater than 400-600 feet beneath Sand Pass or through volcanic rocks to the north of Sand Pass. Measure- ments of streamflow indicate that about 2,800 acre-feet/year discharged from volcanic rocks to streamflow and a minimum of 7.300 acre-feet/year infiltrated and recharged unconsolidated sediments near Smoke, Buffalo, and Squaw Creeks during the period of study. Also about 1,500 acre-feet per year was lost to evapotranspiration along the channel of Smoke Creek, and about 1,680 acre-feet per year of runoff from Smoke, Buffalo, and Squaw Creeks was probably lost to evaporation from the playa.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934043","usgsCitation":"Maurer, D.K., 1993, Hydrogeologic setting and hydrologic data of the Smoke Creek Desert basin, Washoe County, Nevada, and Lassen County, California, water years 1988-90: U.S. Geological Survey Water-Resources Investigations Report 93-4043, v, 45 p. :ill., maps (1 col.) ;28 cm., https://doi.org/10.3133/wri934043.","productDescription":"v, 45 p. :ill., maps (1 col.) ;28 cm.","costCenters":[],"links":[{"id":123516,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4043/report-thumb.jpg"},{"id":57444,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4043/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57445,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4043/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57446,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db6278ed","contributors":{"authors":[{"text":"Maurer, D. K.","contributorId":37757,"corporation":false,"usgs":true,"family":"Maurer","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200122,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21048,"text":"ofr92639 - 1993 - Simulation of unsteady flow in the Roanoke River from near Oak City to Williamston, North Carolina","interactions":[{"subject":{"id":21048,"text":"ofr92639 - 1993 - Simulation of unsteady flow in the Roanoke River from near Oak City to Williamston, North Carolina","indexId":"ofr92639","publicationYear":"1993","noYear":false,"title":"Simulation of unsteady flow in the Roanoke River from near Oak City to Williamston, North Carolina"},"predicate":"SUPERSEDED_BY","object":{"id":2766,"text":"wsp2408A - 1994 - Simulation of unsteady flow in the Roanoke River from near Oak City to Williamston, North Carolina","indexId":"wsp2408A","publicationYear":"1994","noYear":false,"chapter":"A","title":"Simulation of unsteady flow in the Roanoke River from near Oak City to Williamston, North Carolina"},"id":1}],"supersededBy":{"id":2766,"text":"wsp2408A - 1994 - Simulation of unsteady flow in the Roanoke River from near Oak City to Williamston, North Carolina","indexId":"wsp2408A","publicationYear":"1994","noYear":false,"title":"Simulation of unsteady flow in the Roanoke River from near Oak City to Williamston, North Carolina"},"lastModifiedDate":"2023-02-01T22:05:53.119189","indexId":"ofr92639","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-639","title":"Simulation of unsteady flow in the Roanoke River from near Oak City to Williamston, North Carolina","docAbstract":"A one-dimensional, unsteady-flow model was calibrated, validated, and applied to a 30.4-mile reach of the Roanoke River between State Highway 42-11 bridge near Oak City (river mile 67.0) and U.S. Highway 17-13 bridge (river mile 36.6) at Williamston, North Carolina. The model was calibrated and validated for water levels ranging from 5.62 to 16.44 feet at river mile 67.0, and for flows ranging from about 2,000 to 12,000 cubic feet per second. For model calibration, the mean absolute difference between 22 measured and simulated flows was 3.4 percent. The mean absolute difference between nine measured and simulated flows obtained in the validation process was 3.3 percent.
The sensitivity of model results to small changes in computational time step, momentum coefficient, numerical scheme weighting factors, resistance coefficients, and boundary values was evaluated. The model, which was calibrated at a time step of 15 minutes, was unstable at a computational time step of 30 minutes, but results were insensitive to changes in the momentum coefficient and the numerical scheme weighting factors. Results were somewhat sensitive to small changes in the resistance coefficients and boundary values.
The model was used to compute daily mean flows at river miles 67.0, 59.2, and 36.6 for water years 1988-90. Flows were calculated for the range of conditions for which the model was calibrated and validated. Simulated monthly mean flows at river mile 67.0 were within 5 percent of flows measured at Roanoke Rapids (river mile 137.0), after adjustment for inflow from the intervening drainage area between river miles 137.0 and 67.0, for months having mean flows less than about 14,000 cubic feet per second.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr92639","collaboration":"Prepared in cooperation with the Division of Water Resources of the North Carolina Department of Environment, Health, and Natural Resources and the U.S. Army Corps of Engineers","usgsCitation":"Strickland, A., and Bales, J.D., 1993, Simulation of unsteady flow in the Roanoke River from near Oak City to Williamston, North Carolina: U.S. Geological Survey Open-File Report 92-639, vi, 49 p., https://doi.org/10.3133/ofr92639.","productDescription":"vi, 49 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":412546,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1992/0639/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":154408,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1992/0639/report-thumb.jpg"}],"country":"United States","state":"North Carolina","city":"Oak City, Williamston","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.574462890625,\n 34.470335121217474\n ],\n [\n -77.574462890625,\n 34.52013562807766\n ],\n [\n -76.4044189453125,\n 34.52013562807766\n ],\n [\n -76.4044189453125,\n 34.470335121217474\n ],\n [\n -77.574462890625,\n 34.470335121217474\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.00244140625,\n 34.279914398549934\n ],\n [\n -80.00244140625,\n 36.32397712011264\n ],\n [\n -77.01416015625,\n 36.32397712011264\n ],\n [\n -77.01416015625,\n 34.279914398549934\n ],\n [\n -80.00244140625,\n 34.279914398549934\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4280","contributors":{"authors":[{"text":"Strickland, A.G.","contributorId":99959,"corporation":false,"usgs":true,"family":"Strickland","given":"A.G.","email":"","affiliations":[],"preferred":false,"id":183749,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bales, J. D.","contributorId":120244,"corporation":false,"usgs":true,"family":"Bales","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":183748,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28564,"text":"wri934084 - 1993 - Estimated use of water in the Apalachicola-Chattahoochee-Flint River basin during 1990, with state summaries from 1970 to 1990","interactions":[],"lastModifiedDate":"2023-01-11T19:29:26.165727","indexId":"wri934084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-4084","title":"Estimated use of water in the Apalachicola-Chattahoochee-Flint River basin during 1990, with state summaries from 1970 to 1990","docAbstract":"The Apalachicola-Chattahoochee-Flint River basin covers approximately 19,800 square miles in parts of Alabama, Florida, and Georgia. Most of the basin lies within Georgia as does most of the population. Most of the water withdrawn in the basin in 1990 was withdrawn in Georgia (82 percent). Withdrawals in Florida and Alabama each accounted for 9 percent of the total withdrawal in the basin. Water with- drawn in the basin for 1990 totaled 2,098 million gallons per day, of which approximately 17 percent (351 million gallons per day) was consumed. Of the total water used, nearly 86 percent was withdrawn from surface-water sources, and the remaining 14 percent was withdrawn from ground-water sources. Nearly 63 percent of the surface water used in the basin during 1990 was for thermoelectric power generation; other surface water uses included public supply (24 percent), self-supplied commercial- industrial use (12 percent), and agricultural use (4 percent). Nearly 58 percent of the ground water used in the basin for 1990 was used for agricultural irrigation; other ground-water uses included public supply (21 percent), self-supplied domestic use (11 percent), self-supplied commercial-industrial use (9 percent), and thermoelectric power generation (less than 1 percent). The Chattahoochee River supplied most of the surface water used in the basin (64 percent) and the Floridan aquifer system supplied most of the ground water used (44 percent) in 1990. During 1990, 39,815 Mgal/d of water was used to produce 35,843 gigawatthours of electricity. Of that total, 1.076 Mgal/d was used to produced 33,460 gigawwatthours of electricity at 8 fossil fuel facilities and 38,740 Mgal/d was used to produce 2,384 gigawatthours of electricity at 14 hydroelectric facilities.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934084","usgsCitation":"Marella, R., Fanning, J.L., and Mooty, W., 1993, Estimated use of water in the Apalachicola-Chattahoochee-Flint River basin during 1990, with state summaries from 1970 to 1990: U.S. Geological Survey Water-Resources Investigations Report 93-4084, vi, 45 p., https://doi.org/10.3133/wri934084.","productDescription":"vi, 45 p.","costCenters":[],"links":[{"id":124114,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_93_4084.jpg"},{"id":411728,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47802.htm","linkFileType":{"id":5,"text":"html"}},{"id":2350,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri934084","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Alabama, Florida, Georgia","otherGeospatial":"Apalachicola-Chattahoochee-Flint River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -85.5833,\n 34.8167\n ],\n [\n -85.5833,\n 29.5833\n ],\n [\n -83.4,\n 29.5833\n ],\n [\n -83.4,\n 34.8167\n ],\n [\n -85.5833,\n 34.8167\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fccc0","contributors":{"authors":[{"text":"Marella, R. L.","contributorId":34164,"corporation":false,"usgs":true,"family":"Marella","given":"R. L.","affiliations":[],"preferred":false,"id":200035,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fanning, J. L.","contributorId":43395,"corporation":false,"usgs":true,"family":"Fanning","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200036,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mooty, W. S.","contributorId":55837,"corporation":false,"usgs":true,"family":"Mooty","given":"W. S.","affiliations":[],"preferred":false,"id":200037,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":20752,"text":"ofr9366 - 1993 - Physical-property, water-quality, plankton, and bottom-material data for Devils Lake and East Devils Lake, North Dakota, September 1988 through October 1990","interactions":[],"lastModifiedDate":"2018-03-21T14:04:36","indexId":"ofr9366","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-66","title":"Physical-property, water-quality, plankton, and bottom-material data for Devils Lake and East Devils Lake, North Dakota, September 1988 through October 1990","docAbstract":"Physical-properties were measured and water-quality, plankton, and bottom-material samples were collected at 10 sites in Devils Lake and East Devils Lake during September 1988 through October 1990 to study water-quality variability and water-quality and plankton relations in Devils Lake and East Devils Lake.
Physical properties measured include specific conductance, pH, water temperature, dissolved-oxygen concentration, water transparency, and light transmission. Water-quality samples were analyzed for concentrations of major ions, selected nutrients, and selected trace elements. Plankton samples were examined for identification and enumeration of phytoplankton and zooplankton species, and bottom-material samples were analyzed for concentrations of selected nutrients. Data-collection procedures are discussed and the data are presented in tabular form.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9366","usgsCitation":"Sando, S.K., and Sether, B.A., 1993, Physical-property, water-quality, plankton, and bottom-material data for Devils Lake and East Devils Lake, North Dakota, September 1988 through October 1990: U.S. Geological Survey Open-File Report 93-66, iv, 178 p, https://doi.org/10.3133/ofr9366.","productDescription":"iv, 178 p","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":152395,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0066/report-thumb.jpg"},{"id":50308,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0066/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a29","contributors":{"authors":[{"text":"Sando, Steven K. 0000-0003-1206-1030 sksando@usgs.gov","orcid":"https://orcid.org/0000-0003-1206-1030","contributorId":1016,"corporation":false,"usgs":true,"family":"Sando","given":"Steven","email":"sksando@usgs.gov","middleInitial":"K.","affiliations":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"preferred":true,"id":183185,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sether, Bradley A.","contributorId":54985,"corporation":false,"usgs":true,"family":"Sether","given":"Bradley","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":183184,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}