{"pageNumber":"1933","pageRowStart":"48300","pageSize":"25","recordCount":68924,"records":[{"id":26464,"text":"wri874041 - 1987 - Relations of specific conductance to streamflow and selected water-quality characteristics of the Arkansas River basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri874041","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":"87-4041","title":"Relations of specific conductance to streamflow and selected water-quality characteristics of the Arkansas River basin, Colorado","docAbstract":"Areal, seasonal, and long-term variations in the specific conductance of surface and groundwater in the Arkansas River basin of Colorado were evaluated and relations of specific conductance to stream-flow and to concentrations of dissolved solids and major ions were determined as part of an effort to develop a comprehensive hydrologic model of the basin. Mean specific conductance of surface and groundwater was smallest in the upper basin and increased downstream. Smallest mean specific conductance occurred during summer runoff, and largest mean specific conductance occurred during spring and fall low flows. Trends in specific conductance occurred at 18 of 31 surface-water stations and in flow-adjusted specific conductance at 14 of 24 surface-water stations. Logarithmic relations of specific conductance to streamflow were determined for 69 stations. Significant seasonal differences in the relations illustrate the effect of basin characteristics on the relation of specific conductance to streamflow. Relations of specific conductance to dissolved-solids concentration were determined for 28 surface-water stations and for groundwater in alluvial aquifers along the Arkansas River. Relations of specific conductance to concentrations of major ions were determined for 26 surface-water stations and for groundwater in alluvial aquifers along the Arkansas River. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874041","usgsCitation":"Cain, D., 1987, Relations of specific conductance to streamflow and selected water-quality characteristics of the Arkansas River basin, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4041, vi, 93 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874041.","productDescription":"vi, 93 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158449,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4041/report-thumb.jpg"},{"id":55285,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4041/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55286,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db634919","contributors":{"authors":[{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":196440,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25792,"text":"wri874076 - 1987 - Surface-water hydrology of the Little Black River basin, Missouri and Arkansas, before water-land improvement practices","interactions":[],"lastModifiedDate":"2022-12-28T22:48:11.030144","indexId":"wri874076","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":"87-4076","title":"Surface-water hydrology of the Little Black River basin, Missouri and Arkansas, before water-land improvement practices","docAbstract":"<p>The U. S. Department of Agriculture, Soil Conservation Service, in accordance with Public Law 566, is implementing various types of water-land improvement practices in the Little Black River basin in southeastern Missouri. These practices are designed, in part, to decrease the suspended sediment (SS) transport in the basin, decrease flood damage in the basin, and improve drainage in the agricultural area. The general features of the basin, such as geology, groundwater hydrology, soils, land use, water use, and precipitation are described; surface water quantity, quality, and suspended sediment discharge are also described. The aquifers are the Mississippi River valley alluvial aquifer, which can yield about 3,500 gal/min to properly constructed wells, and the Ozark and St. Francois aquifers, which can yield from about 30 to 500 gal/min to properly constructed wells. Soils in the area have formed in loess and cherty residuum in the uplands or have formed in alluvial sediment in the lowlands. About 93% of the estimated 3 billion gal/year of water used in the basin is for crop irrigation. The average monthly precipitation varies slightly throughout the year, with an average annual precipitation of about 47 inches. Water quality data were collected at seven stations. Specific conductance values ranged from 50 to 400 microsiemens/cm at 25 C. Water temperatures ranged from 0.0 C in the winter to 33.5 C in summer. pH values ranged from 6.4 to 8.5 units. Dissolved oxygen concentrations ranged from 2.2 to 12.8 ml/l. Total nitrogen concentrations ranged from 0.13 to 2.20 ml/l as nitrogen, with organic nitrogen as the most abundant form. Phosphorus concentrations ranged from zero to 0.29 ml/l as phosphorus. Bacterial counts were largest during storm runoff in the basin with livestock waste as the significant contributor. For the period from October 1, 1980, to September 30, 1984, the average annual SS discharge ranged from 2,230 tons/yr in the headwater areas to 27,800 tons/yr at the most downstream station. The average annual SS yield ranged from 59.6 to 85.9 tons/sq mi.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874076","usgsCitation":"Berkas, W., Femmer, S.R., Mesko, T.O., and Thompson, B.W., 1987, Surface-water hydrology of the Little Black River basin, Missouri and Arkansas, before water-land improvement practices: U.S. Geological Survey Water-Resources Investigations Report 87-4076, ix, 54 p., https://doi.org/10.3133/wri874076.","productDescription":"ix, 54 p.","costCenters":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"links":[{"id":411156,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46751.htm","linkFileType":{"id":5,"text":"html"}},{"id":54539,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4076/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158357,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4076/report-thumb.jpg"}],"country":"United States","state":"Arkansas, Missouri","otherGeospatial":"Little Black River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -90.85,\n              36.8833\n            ],\n            [\n              -90.85,\n              36.4583\n            ],\n            [\n              -90.5,\n              36.4583\n            ],\n            [\n              -90.5,\n              36.8833\n            ],\n            [\n              -90.85,\n              36.8833\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a62f","contributors":{"authors":[{"text":"Berkas, W.R.","contributorId":59808,"corporation":false,"usgs":true,"family":"Berkas","given":"W.R.","affiliations":[],"preferred":false,"id":195091,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Femmer, Suzanne R. sfemmer@usgs.gov","contributorId":2668,"corporation":false,"usgs":true,"family":"Femmer","given":"Suzanne","email":"sfemmer@usgs.gov","middleInitial":"R.","affiliations":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"preferred":false,"id":195089,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mesko, T. O.","contributorId":83934,"corporation":false,"usgs":true,"family":"Mesko","given":"T.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":195092,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thompson, B. W.","contributorId":20363,"corporation":false,"usgs":true,"family":"Thompson","given":"B.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":195090,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":3737,"text":"cir941 - 1987 - Streamflow characteristics at hydrologic bench-mark stations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir941","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":"941","title":"Streamflow characteristics at hydrologic bench-mark stations","docAbstract":"The Hydrologic Bench-Mark Network was established in the 1960's. Its objectives were to document the hydrologic characteristics of representative undeveloped watersheds nationwide and to provide a comparative base for studying the effects of man on the hydrologic environment. The network, which consists of 57 streamflow gaging stations and one lake-stage station in 39 States, is planned for permanent operation. \r\n\r\nThis interim report describes streamflow characteristics at each bench-mark site and identifies time trends in annual streamflow that have occurred during the data-collection period. \r\n\r\nThe streamflow characteristics presented for each streamflow station are (1) flood and low-flow frequencies, (2) flow duration, (3) annual mean flow, and (4) the serial correlation coefficient for annual mean discharge. In addition, Kendall's tau is computed as an indicator of time trend in annual discharges. The period of record for most stations was 13 to 17 years, although several stations had longer periods of record. The longest period was 65 years for Merced River near Yosemite, Calif. \r\n\r\nRecords of flow at 6 of 57 streamflow sites in the network showed a statistically significant change in annual mean discharge over the period of record, based on computations of Kendall's tau. The values of Kendall's tau ranged from -0.533 to 0.648. An examination of climatological records showed that changes in precipitation were most likely the cause for the change in annual mean discharge.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir941","usgsCitation":"Lawrence, C., 1987, Streamflow characteristics at hydrologic bench-mark stations: U.S. Geological Survey Circular 941, v, 123 p. :ill., map ;28 cm., https://doi.org/10.3133/cir941.","productDescription":"v, 123 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0941/report-thumb.jpg"},{"id":30798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0941/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e5e","contributors":{"authors":[{"text":"Lawrence, C.L.","contributorId":58263,"corporation":false,"usgs":true,"family":"Lawrence","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":147507,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3720,"text":"cir987 - 1987 - The use of surface geophysical techniques to detect fractures in bedrock; an annotated bibliography","interactions":[],"lastModifiedDate":"2019-08-08T07:45:14","indexId":"cir987","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":"987","title":"The use of surface geophysical techniques to detect fractures in bedrock; an annotated bibliography","docAbstract":"This annotated bibliography compiles references about the theory and application of surface geophysical techniques to locate fractures or fracture zones within bedrock units. Forty-three publications are referenced, including journal articles, theses, conference proceedings, abstracts, translations, and reports prepared by private contractors and U.S. Government agencies. Thirty-one of the publications are annotated. The remainder are untranslated foreign language articles, which are listed only as bibliographic references. \r\n\r\nMost annotations summarize the location, geologic setting, surface geophysical technique used, and results of a study. A few highly relevant theoretical studies are annotated also. Publications that discuss only the use of borehole geophysical techniques to locate fractures are excluded from this bibliography. Also excluded are highly theoretical works that may have little or no known practical application.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/cir987","usgsCitation":"Lewis, M.R., and Haeni, F., 1987, The use of surface geophysical techniques to detect fractures in bedrock; an annotated bibliography: U.S. Geological Survey Circular 987, iv, 14 p., https://doi.org/10.3133/cir987.","productDescription":"iv, 14 p.","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":117972,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0987/report-thumb.jpg"},{"id":30780,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0987/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62f5f1","contributors":{"authors":[{"text":"Lewis, Mark R.","contributorId":36920,"corporation":false,"usgs":true,"family":"Lewis","given":"Mark","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":147480,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haeni, F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":147481,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30376,"text":"wri854250 - 1987 - Surface-water quality in Pequea Creek basin, Pennsylvania, 1977-79","interactions":[],"lastModifiedDate":"2022-12-12T21:32:46.35125","indexId":"wri854250","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":"85-4250","title":"Surface-water quality in Pequea Creek basin, Pennsylvania, 1977-79","docAbstract":"<p>A study of the Pequea Creek basin was conducted by the U.S. Geological Survey, in cooperation with the Susquehanna River Basin Commission and the EPA from February 1977 through March 1979. Pequea Creek drains an intensive agricultural area of 154 sq mi in southeastern Pennsylvania, and enters the Susquehanna River 30 mi north of the Chesapeake Bay. The study included measurement of streamflow and collection of water and bottom material samples from seven sites in the basin during selected base flows and storms. Water samples were collected daily at a site near the mouth of Pequea Creek, and analyzed for suspended sediment, nitrogen and phosphorus species, organic carbon, and pesticides. Some groundwater samples also were collected and analyzed for nitrate. Annual yields measured from the basin during the study period were 1,950 ton/sq mi for suspended sediment, 13.8 ton/sq mi for total nitrogen, and 1.8 ton/sq mi for phosphorus. These yields are five times higher than any previously measured in the Susquehanna River basin. The discharges of all constituents monitored increased with increasing flow, indicated that a large amount of material in the basin is available for transport to streams during storms. The large yields of nitrogen and phosphorus are probably caused by the intensive agriculture in the basin coupled with large applications of fertilizer and manure to farm fields. Chemical analyses of rainfall samples indicate that precipitation was not a significant source of nitrogen and phosphorus. Excluding nitrate, all constituents measured were transported mainly during storms. Nitrate concentrations during base flow were as high as 10 mg/L as N--the Environmental Protection Agency standard for domestic water supplies. Groundwater sampled from farm wells had nitrate concentrations up to 28 mg/L as N. The largest concentrations of herbicides detected in Pequea basin were for 2,4-D, atrazine, and simazine. The maximum concentrations observed during storms were 1.2, 24, and 5.4 micrograms/L, respectively. The insecticides chlordane and DDT had mean concentrations of 0.02 and 0.01 micrograms/L, respectively. Lindane, PCB, and heptachlor slightly exceed maximum limits during storms.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854250","usgsCitation":"Ward, J.R., 1987, Surface-water quality in Pequea Creek basin, Pennsylvania, 1977-79: U.S. Geological Survey Water-Resources Investigations Report 85-4250, v, 66 p., https://doi.org/10.3133/wri854250.","productDescription":"v, 66 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":410320,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36395.htm","linkFileType":{"id":5,"text":"html"}},{"id":59158,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4250/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159740,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4250/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Pequea Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -76.408,\n              40.031\n            ],\n            [\n              -76.408,\n              39.867\n            ],\n            [\n              -75.88,\n              39.867\n            ],\n            [\n              -75.88,\n              40.031\n            ],\n            [\n              -76.408,\n              40.031\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbca7","contributors":{"authors":[{"text":"Ward, J. R.","contributorId":18015,"corporation":false,"usgs":false,"family":"Ward","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203149,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29282,"text":"wri874071 - 1987 - Comparison of estimates of evapotranspiration and consumptive use in Palo Verde Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri874071","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":"87-4071","title":"Comparison of estimates of evapotranspiration and consumptive use in Palo Verde Valley, California","docAbstract":"Estimates of evapotranspiration and consumptive use by vegetation in Palo Verde Valley, California, were compared for calendar years 1981 to 1984. Vegetation types were classified, and the areas covered by each type were computed from Landsat satellite digital-image analysis. Evapotranspiration was calculated by multiplying the area of each vegetation type by a corresponding water use rate adjusted for year-to-year variations in climate. The vegetation classification slightly underestimates the total vegetated area when compared to crop reports, because not all multiple cropping could be identified. The accuracy of evapotranspiration calculated from vegetation classification depends primarily on the correct classification of alfalfa and cotton because alfalfa and cotton have larger acreages and use more water/acre than the other crops in the valley. Consumptive use was calculated using a water budget for each of the 4 years. Estimates of evapotranspiration and consumptive use by vegetation, respectively, were: (1) 439,400 and 483,500 acre-ft in 1981, (2) 430,700 and 452,700 acre-ft in 1982, (3) 402,000 and 364,400 acre-ft in 1983, and (4) 406,700 and 373,800 acre-ft in 1984. Evapotranspiration estimates were lower than consumptive use estimates in 1981 and 1982 and higher in 1983 and 1984. Both estimates were lower in 1983 and 1984 than in 1981 and 1982. Yearly differences in estimates correspond most closely to significant changes in stage of the lower Colorado River caused by flood control releases in 1983 and 1984 and to changes in cropping practices. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874071","usgsCitation":"Raymond, L.H., and Owen-Joyce, S.J., 1987, Comparison of estimates of evapotranspiration and consumptive use in Palo Verde Valley, California: U.S. Geological Survey Water-Resources Investigations Report 87-4071, v, 27 p. :ill. (1 col.), maps ;28 cm., https://doi.org/10.3133/wri874071.","productDescription":"v, 27 p. :ill. (1 col.), maps ;28 cm.","costCenters":[],"links":[{"id":124082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4071/report-thumb.jpg"},{"id":58127,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4071/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae37f","contributors":{"authors":[{"text":"Raymond, Lee H.","contributorId":83501,"corporation":false,"usgs":true,"family":"Raymond","given":"Lee","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201275,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Owen-Joyce, Sandra J. 0000-0002-4400-5618 sjowen@usgs.gov","orcid":"https://orcid.org/0000-0002-4400-5618","contributorId":5215,"corporation":false,"usgs":true,"family":"Owen-Joyce","given":"Sandra","email":"sjowen@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":201274,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29650,"text":"wri874177 - 1987 - Description and testing of three moisture sensors for measuring surface wetness on carbonate building stones","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri874177","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":"87-4177","title":"Description and testing of three moisture sensors for measuring surface wetness on carbonate building stones","docAbstract":"Three sensors were tested on building stones exposed to conditions that produce deposition of moisture. A relative humidity probe, a gypsum collected circuit grid, and a limestone block resistor were tested as sensors for determining surface wetness. Sensors were tested under laboratory conditions of constant relative humidity and temperature and also under on-site conditions of variable relative humidity and temperature for 8 weeks at Newcomb, New York. Laboratory tests indicated that relative humidity alone did not cause sensors to become saturated. However, relative humidity did control the rate at which sensors dried after being saturated with distilled water. On-site testing of the relative humidity probe and the gypsum coated circuit grid indicated that they respond to a diurnal wetting and drying cycle; the limestone block resistor only responded to rainfall. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874177","usgsCitation":"See, R., Reddy, M., and Martin, R.G., 1987, Description and testing of three moisture sensors for measuring surface wetness on carbonate building stones: U.S. Geological Survey Water-Resources Investigations Report 87-4177, iv, 16 p. :ill. ;28 cm., https://doi.org/10.3133/wri874177.","productDescription":"iv, 16 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122686,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4177/report-thumb.jpg"},{"id":58468,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4177/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dd42","contributors":{"authors":[{"text":"See, R.B.","contributorId":67910,"corporation":false,"usgs":true,"family":"See","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":201889,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reddy, M.M.","contributorId":24363,"corporation":false,"usgs":true,"family":"Reddy","given":"M.M.","email":"","affiliations":[],"preferred":false,"id":201888,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Martin, R. G.","contributorId":100431,"corporation":false,"usgs":true,"family":"Martin","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201890,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48978,"text":"ofr87213B - 1987 - Forward-modeling computer program for the inductive electromagnetic ground-conductivity method; EM34.FOR","interactions":[],"lastModifiedDate":"2019-10-15T07:47:46","indexId":"ofr87213B","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":"87-213","chapter":"B","title":"Forward-modeling computer program for the inductive electromagnetic ground-conductivity method; EM34.FOR","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr87213B","usgsCitation":"Grantham, D.G., Ellefsen, K., and Haeni, F., 1987, Forward-modeling computer program for the inductive electromagnetic ground-conductivity method; EM34.FOR: U.S. Geological Survey Open-File Report 87-213, 1 Diskette, https://doi.org/10.3133/ofr87213B.","productDescription":"1 Diskette","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":161885,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":267485,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/of/1987/0213b/application.zip"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa6df","contributors":{"authors":[{"text":"Grantham, Deborah G.","contributorId":10467,"corporation":false,"usgs":true,"family":"Grantham","given":"Deborah","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":238758,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellefsen, Karl","contributorId":19588,"corporation":false,"usgs":true,"family":"Ellefsen","given":"Karl","affiliations":[],"preferred":false,"id":238759,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Haeni, F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":238760,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48974,"text":"ofr87102 - 1987 - Current water-resources activities in Ohio, 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:10:07","indexId":"ofr87102","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":"87-102","title":"Current water-resources activities in Ohio, 1987","language":"ENGLISH","doi":"10.3133/ofr87102","usgsCitation":"Vince, C.C., 1987, Current water-resources activities in Ohio, 1987: U.S. Geological Survey Open-File Report 87-102, 61 p. : maps ; 28 cm., https://doi.org/10.3133/ofr87102.","productDescription":"61 p. : maps ; 28 cm.","costCenters":[],"links":[{"id":161776,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0102/report-thumb.jpg"},{"id":85857,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0102/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ec5c","contributors":{"authors":[{"text":"Vince, Charlene C. (compiler)","contributorId":6910,"corporation":false,"usgs":true,"family":"Vince","given":"Charlene","suffix":"(compiler)","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":238748,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13177,"text":"ofr87758 - 1987 - Vermont ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:55","indexId":"ofr87758","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":"87-758","title":"Vermont ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87758","usgsCitation":"Cotton, J.E., and Butterfield, D., 1987, Vermont ground-water quality: U.S. Geological Survey Open-File Report 87-758, iv, 9 p. :ill. ;28 cm., https://doi.org/10.3133/ofr87758.","productDescription":"iv, 9 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":146727,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0758/report-thumb.jpg"},{"id":41574,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0758/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db60244c","contributors":{"authors":[{"text":"Cotton, J. E.","contributorId":52976,"corporation":false,"usgs":true,"family":"Cotton","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":167360,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Butterfield, David","contributorId":28607,"corporation":false,"usgs":true,"family":"Butterfield","given":"David","affiliations":[],"preferred":false,"id":167359,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44379,"text":"wri874224 - 1987 - Hydrogeologic and water-quality characteristics of glacial-drift aquifers in Minnesota","interactions":[],"lastModifiedDate":"2023-12-18T21:09:45.944271","indexId":"wri874224","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":"87-4224","title":"Hydrogeologic and water-quality characteristics of glacial-drift aquifers in Minnesota","docAbstract":"<p>Water in Minnesota 's glacial drift aquifers generally is of acceptable quality for most uses, including household supply, industrial use, and irrigation. The aquifers generally contain calcium magnesium bicarbonate-type waters, but other types are present also.</p>\n<p>Calcium magnesium sulfate-type waters are common in the confined drift aquifers in the southwestern and northwestern parts of the State. The elevated concentrations of sulfate, which exceed limits recommended for drinking water by the EPA, results mainly from solution of sulfate bearing minerals in rocks of Cretaceous age that have been reworked in deep glacial drift.</p>\n<p>Sodium and chloride-type waters are common in drift aquifers in northwestern Minnesota owing to the inflow of saline water from bedrock aquifers of Paleozoic age North Dakota. Cation exchange with clay minerals in the drift also is a source of sodium to these waters, particularly in the confined drift aquifers. Some of the water from these aquifers are unsuitable for irrigation because of elevated concentrations of sodium, and some are unsuitable for drinking because of elevated concentrations of chloride.</p>\n<p>Concentrations of nitrite plus nitrate (as N) locally exceed the EPA recommended limits for drinking water in central and northwestern Minnesota. Shallow, unconfined drift aquifers are particularly susceptible to nitrate contamination from land surface. Confined drift aquifers are much less susceptible because overlying till deposits retard downward movement of contaminants to the deeper aquifers. Nitrate contamination, which may cause methemoglobinemia in infants, is one of the more serious water quality concerns in Minnesota. Iron and manganese concentrations commonly exceed EPA 's recommendations for drinking water throughout the State, but these constituents affect aesthetic properties of water rather than health.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874224","collaboration":"Prepared in cooperation with the U.S. Environmental Protection Agency","usgsCitation":"Ruhl, J.F., 1987, Hydrogeologic and water-quality characteristics of glacial-drift aquifers in Minnesota: U.S. Geological Survey Water-Resources Investigations Report 87-4224, 3 Plates: 37.92 x 31.99 inches or smaller, https://doi.org/10.3133/wri874224.","productDescription":"3 Plates: 37.92 x 31.99 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":423719,"rank":5,"type":{"id":36,"text":"NGMDB Index 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F.","contributorId":81866,"corporation":false,"usgs":true,"family":"Ruhl","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":229668,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13147,"text":"ofr87563 - 1987 - Operation of hydrologic data collection stations by the U.S. Geological Survey in 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr87563","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":"87-563","title":"Operation of hydrologic data collection stations by the U.S. Geological Survey in 1987","docAbstract":"The U.S. Geological Survey operates hydrologic data collection stations nationwide which serve the needs of all levels of government, the private sector, and the general public, for water resources information. During fiscal year 1987, surface water discharge was determined at 10,624 stations; stage data on streams, reservoirs, and lakes were recorded at 1,806 stations; and various surface water quality characteristics were determined at 2,901 stations. In addition, groundwater levels were measured at 32,588 stations, and the quality of groundwater was determined at 9,120 stations. Data on sediment were collected daily at 174 stations and on a periodic basis at 878 stations. Information on precipitation quantity was collected at 909 stations, and the quality of precipitation was analyzed at 78 stations. Data collection platforms for satellite telemetry of hydrologic information were used at 2,292 Geological Survey stations. Funding for the hydrologic stations was derived, either solely or from a combination, from three major sources - the Geological Survey 's Federal Program appropriation, the Federal-State Cooperative Program, and reimbursements from other Federal agencies. The number of hydrologic stations operated by the Geological Survey declined from fiscal year 1983 to 1987. The number of surface water discharge stations were reduced by 452 stations; surface water quality stations declined by 925 stations; groundwater level stations declined by 1,051 stations; while groundwater quality stations increased by 1,472 stations. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87563","usgsCitation":"Condes de la Torre, A., 1987, Operation of hydrologic data collection stations by the U.S. Geological Survey in 1987: U.S. Geological Survey Open-File Report 87-563, vi, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87563.","productDescription":"vi, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":146046,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0563/report-thumb.jpg"},{"id":41549,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0563/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af1e4b07f02db6917f1","contributors":{"authors":[{"text":"Condes de la Torre, Alberto","contributorId":73570,"corporation":false,"usgs":true,"family":"Condes de la Torre","given":"Alberto","email":"","affiliations":[],"preferred":false,"id":167312,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26191,"text":"wri874079 - 1987 - Water-quality assessment of Peruque Creek, St Charles County, Missouri, July 1983 and July 1984","interactions":[],"lastModifiedDate":"2022-10-05T18:57:03.484526","indexId":"wri874079","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":"87-4079","title":"Water-quality assessment of Peruque Creek, St Charles County, Missouri, July 1983 and July 1984","docAbstract":"<p>Physical, chemical, and biological data collected along the downstream 24.1-river-mi reach of Peruque Creek, Missouri, on July 18-19, 1983 and July 9-10, 1984, were used to characterize the water quality conditions in the creek. Wastewater discharges into the creek at the Lake St. Louis sewage-disposal ponds and at the O'Fallon wastewater-treatment facility. The effluent from the sewage disposal ponds did not have a substantial effect on downstream water quality but that from the wastewater treatment facility caused the Missouri un-ionized ammonia standard of 0.1 mg/l as nitrogen to be exceeded downstream from the outflow. Discharge from the O'Fallon facility also caused all dissolved-oxygen concentrations measured downstream from the outflow to be less than the Missouri dissolved-oxygen standard of 5.0 mg/L. Attempts were made to calibrate and verify the QUAL-II/SEMCOG version water quality model. The model could not be adequately calibrated or verified, because of the non-uniform hydraulic conditions in Peruque Creek, which is characterized by slow velocities; long, deep pools; and inadequate mixing characteristics; and also the non-uniform quantity and quality of effluent discharged from the O'Fallon wastewater treatment facility. Thus, the assumptions of one-dimensional flow and steady-state conditions necessary for the model were not valid. The attempt to calibrate and verify the model indicated that during low-flow conditions the waste-load assimilative capacity of the downstream 17.9 river miles of Peruque Creek was limited.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874079","usgsCitation":"Berkas, W., 1987, Water-quality assessment of Peruque Creek, St Charles County, Missouri, July 1983 and July 1984: U.S. Geological Survey Water-Resources Investigations Report 87-4079, vi, 45 p., https://doi.org/10.3133/wri874079.","productDescription":"vi, 45 p.","costCenters":[],"links":[{"id":407985,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46753.htm","linkFileType":{"id":5,"text":"html"}},{"id":54988,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4079/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157907,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4079/report-thumb.jpg"}],"country":"United States","state":"Missouri","county":"St. Charles County","otherGeospatial":"Perugue Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.8333,\n              38.75\n            ],\n            [\n              -90.6333,\n              38.75\n            ],\n            [\n              -90.6333,\n              38.8833\n            ],\n            [\n              -90.8333,\n              38.8833\n            ],\n            [\n              -90.8333,\n              38.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5454cf","contributors":{"authors":[{"text":"Berkas, W.R.","contributorId":59808,"corporation":false,"usgs":true,"family":"Berkas","given":"W.R.","affiliations":[],"preferred":false,"id":195962,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14579,"text":"ofr87715 - 1987 - California ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr87715","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":"87-715","title":"California ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87715","usgsCitation":"Lamb, C.E., and Woodard, R., 1987, California ground-water quality: U.S. Geological Survey Open-File Report 87-715, iv, 9 p. :ill. ;28 cm., https://doi.org/10.3133/ofr87715.","productDescription":"iv, 9 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":146600,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0715/report-thumb.jpg"},{"id":43245,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0715/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f94f9","contributors":{"authors":[{"text":"Lamb, C. E.","contributorId":59793,"corporation":false,"usgs":true,"family":"Lamb","given":"C.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":169680,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Woodard, Richard","contributorId":52190,"corporation":false,"usgs":true,"family":"Woodard","given":"Richard","email":"","affiliations":[],"preferred":false,"id":169679,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12999,"text":"ofr87235 - 1987 - Ground-water quality assessment of the central Oklahoma Aquifer, Oklahoma; project description","interactions":[],"lastModifiedDate":"2012-02-02T00:06:51","indexId":"ofr87235","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":"87-235","title":"Ground-water quality assessment of the central Oklahoma Aquifer, Oklahoma; project description","docAbstract":"In April 1986, the U.S. Geological Survey began a pilot program to assess the quality of the Nation's surface-water and ground-water resources. The program, known as the National Water-Quality Assessment (NAWQA) program, is designed to acquire and interpret information about a variety of water-quality issues.\r\nThe Central Oklahoma aquifer project is one of three ground-water pilot projects that have been started. The NAWQA program also incudes four surface-water pilot projects. The Central Oklahoma aquifer project, as part of the pilot NAWQA program, will develop and test methods for performing assessments of ground-water quality. The objectives of the Central Oklahoma aquifer assessment are: (1) To investigate regional ground-water quality throughout the aquifer in the manner consistent with the other pilot ground-water projects, emphasizing the occurrence and distribution of potentially toxic substances in ground water, including trace elements, organic compounds, and radioactive constituents; (2) to describe relations between ground-water quality, land use, hydrogeology, and other pertinent factors; and (3) to provide a general description of the location, nature, and possible causes of selected prevalent water-quality problems within the study unit; and (4) to describe the potential for water-quality degradation of ground-water zones within the study unit.\r\n\r\nThe Central Oklahoma aquifer, which includes in descending order the Garber Sandstone and Wellington Formation, the Chase Group, the Council Grove Group, the Admire Group, and overlying alluvium and terrace deposits, underlies about 3,000 square miles of central Oklahoma and is used extensively for municipal, industrial, commercial, and domestic water supplies. The aquifer was selected for study by the NAWQA program because it is a major source for water supplies in central Oklahoma and because it has several known or suspected water-quality problems. Known problems include concentrations of arsenic, chromium, selenium, and gross-alpha activity that exceed drinking-water standards. Suspected problems include possible contamination of the aquifer by oil-field brines and drilling fluids, pesticides, industrial chemicals, septic-tank effluent, fertilizers, and leakage from sewage systems and underground tanks used for storage of hydrocarbons.\r\n\r\nThere are four major components of the Central Oklahoma aquifer project. The first component is the collection and analysis of existing information, including chemical, hydrologic, and land-use data. The second component is the geohydrologic and geochemical investigations of the aquifer flow system. The third component is the sampling for a wide variety of inorganic, organic, and radioactive constituents as part a regional survey that will produce a consistent set of data among all ground-water pilot projects. These data can be used to: (1) Define regional ground-water quality within the Central Oklahoma aquifer, and (2) compare water quality in the Central Oklahoma aquifer to the water quality in the other ground-water study units of the NAWQA program. The fourth component is topical studies that will address, in more detail, some of the major water-quality issues pertaining to the aquifer.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87235","usgsCitation":"Christenson, S.C., and Parkhurst, D., 1987, Ground-water quality assessment of the central Oklahoma Aquifer, Oklahoma; project description: U.S. Geological Survey Open-File Report 87-235, iv, 30 p. :maps ;28 cm., https://doi.org/10.3133/ofr87235.","productDescription":"iv, 30 p. :maps ;28 cm.","costCenters":[],"links":[{"id":146185,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0235/report-thumb.jpg"},{"id":41461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0235/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db655319","contributors":{"authors":[{"text":"Christenson, S. C.","contributorId":98320,"corporation":false,"usgs":true,"family":"Christenson","given":"S.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":167103,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parkhurst, D.L.","contributorId":12474,"corporation":false,"usgs":true,"family":"Parkhurst","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":167102,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14441,"text":"ofr87456 - 1987 - Ground-water levels in Wyoming, 1976 through 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:06:59","indexId":"ofr87456","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":"87-456","title":"Ground-water levels in Wyoming, 1976 through 1985","docAbstract":"Groundwater levels are measured periodically in a network of 84 observation wells in Wyoming, mostly in areas where groundwater is used in large quantities for irrigation or municipal purposes. The program is conducted by the U.S. Geological Survey in cooperation with the Wyoming State Engineer and the Wyoming Economic Development and Stabilization Board. This report contains hydrographs for 84 observation wells showing water-level fluctuations from 1976 through 1985. Also included in the report are maps showing locations of observation wells and tables listing well depths, use of water, geologic source, records available, and highest and lowest water levels for the period of record. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87456","usgsCitation":"Kennedy, H., and Oberender, C., 1987, Ground-water levels in Wyoming, 1976 through 1985: U.S. Geological Survey Open-File Report 87-456, iv, 122 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87456.","productDescription":"iv, 122 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0456/report-thumb.jpg"},{"id":43118,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0456/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6679af","contributors":{"authors":[{"text":"Kennedy, H.I.","contributorId":54214,"corporation":false,"usgs":true,"family":"Kennedy","given":"H.I.","email":"","affiliations":[],"preferred":false,"id":169456,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oberender, C.B.","contributorId":41002,"corporation":false,"usgs":true,"family":"Oberender","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":169455,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":41871,"text":"ofr87338 - 1987 - Aeromagnetic map of the Horse Springs area, western New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:11:08","indexId":"ofr87338","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":"87-338","title":"Aeromagnetic map of the Horse Springs area, western New Mexico","language":"ENGLISH","doi":"10.3133/ofr87338","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Aeromagnetic map of the Horse Springs area, western New Mexico: U.S. Geological Survey Open-File Report 87-338, 1 map :photocopy ;113 x 82 cm., on sheet 125 x 93 cm., https://doi.org/10.3133/ofr87338.","productDescription":"1 map :photocopy ;113 x 82 cm., on sheet 125 x 93 cm.","costCenters":[],"links":[{"id":175873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79601,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0338/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db692177","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":530676,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57473,"text":"wdrNC871 - 1987 - Water resources data for North Carolina, water year 1987","interactions":[],"lastModifiedDate":"2020-08-21T17:29:14.822837","indexId":"wdrNC871","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":"NC-87-1","title":"Water resources data for North Carolina, water year 1987","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNC871","usgsCitation":"Ragland, B., Garrett, R.G., Barker, R., Eddins, W., and Rinehardt, J., 1987, Water resources data for North Carolina, water year 1987: U.S. Geological Survey Water Data Report NC-87-1, ix, 542 p., https://doi.org/10.3133/wdrNC871.","productDescription":"ix, 542 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":184136,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/nc-87-1/report-thumb.jpg"},{"id":377735,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/nc-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North 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K.","contributorId":83534,"corporation":false,"usgs":true,"family":"Speiran","given":"G. K.","affiliations":[],"preferred":false,"id":165833,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oldham, R.W.","contributorId":108117,"corporation":false,"usgs":true,"family":"Oldham","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":165835,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Duncan, D.A.","contributorId":92260,"corporation":false,"usgs":true,"family":"Duncan","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":165834,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Know, R.L.","contributorId":27456,"corporation":false,"usgs":true,"family":"Know","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":165832,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":17732,"text":"ofr87222 - 1987 - Subsurface transport of radionuclides in shallow deposits of the Hanford Nuclear Reservation, Washington: Review of selected previous work and suggestions for further study","interactions":[],"lastModifiedDate":"2022-12-13T20:14:14.776811","indexId":"ofr87222","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":"87-222","title":"Subsurface transport of radionuclides in shallow deposits of the Hanford Nuclear Reservation, Washington: Review of selected previous work and suggestions for further study","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87222","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Subsurface transport of radionuclides in shallow deposits of the Hanford Nuclear Reservation, Washington: Review of selected previous work and suggestions for further study: U.S. Geological Survey Open-File Report 87-222, 61 p., https://doi.org/10.3133/ofr87222.","productDescription":"61 p.","costCenters":[],"links":[{"id":410392,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17164.htm","linkFileType":{"id":5,"text":"html"}},{"id":46951,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0222/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150558,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0222/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Hanford Nuclear Reservation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -119.82166336036016,\n              46.73580140809722\n            ],\n            [\n              -119.82166336036016,\n              46.348016743190186\n            ],\n            [\n              -119.27098636785104,\n              46.348016743190186\n            ],\n            [\n              -119.27098636785104,\n              46.73580140809722\n            ],\n            [\n              -119.82166336036016,\n              46.73580140809722\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699975","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":529035,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12499,"text":"ofr87740 - 1987 - New Jersey ground-water-quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:43","indexId":"ofr87740","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":"87-740","title":"New Jersey ground-water-quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87740","usgsCitation":"Ayers, M.A., and Pustay, E., 1987, New Jersey ground-water-quality: U.S. Geological Survey Open-File Report 87-740, iv, 8 p. :ill. ;28 cm., https://doi.org/10.3133/ofr87740.","productDescription":"iv, 8 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":145495,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0740/report-thumb.jpg"},{"id":40748,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0740/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db69796a","contributors":{"authors":[{"text":"Ayers, M. A.","contributorId":41417,"corporation":false,"usgs":true,"family":"Ayers","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":166234,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pustay, E.A.","contributorId":62604,"corporation":false,"usgs":true,"family":"Pustay","given":"E.A.","affiliations":[],"preferred":false,"id":166235,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29144,"text":"wri874185 - 1987 - Hydrogeology, degradation of ground-water quality, and simulation of infiltration from the Delaware River into the Potomac aquifers, northern Delaware","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri874185","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":"87-4185","title":"Hydrogeology, degradation of ground-water quality, and simulation of infiltration from the Delaware River into the Potomac aquifers, northern Delaware","docAbstract":"Brackish water is infiltrating from the Delaware River into the underlying Potomac aquifers in the Cretaceous Potomac Formation in northern Delaware. Evidence that infiltration at the river is actually occurring includes chloride concentrations in the aquifers that are above ambient levels and chemical characteristics of groundwater and river water that are similar. Water quality within the Potomac aquifers has been degraded by the infiltration of river water and by leachate from waste disposal sites. The ambient groundwater has chloride concentrations from 10 to 21 mg/L. Chemical analyses indicate that the ambient groundwater is a sodium magnesium calcium-chloride sulfate bicarbonate type. Areas of the Potomac aquifers that have been degraded have chloride concentrations from 40 to 8,600 m/L, with specific conductances of 200 to 27 ,200 microsiemens/cm at 25 C. Chemical analyses indicate the groundwater in these areas is a sodium-chlorate type. Two wells in the lower Potomac aquifer near the Wilmington Marine Terminal also have been affected by the infiltration of river water. Leachate from waste disposal sites has caused localized groundwater degradation in all three Potomac aquifers, especially north of the Delaware Memorial Bridge and at sites near Army Creek and Red Lion Creek. Chloride concentrations up to 8,600 mg/L have resulted from waste disposal leachate. Simulated infiltration of river water into the Potomac aquifers accounts for approximately 6 to 12% of the total aquifer recharge in the area of influence of the pumping. There is a direct correlation between the rate of infiltration of river water and the total well-field pumpage. The rate of infiltration of river water for the pumping scenarios ranged from 0.31 to 0.62 million gal/day. Simulations of freshwater injection demonstrated that 12 barriers wells, each injecting 300 gal/min, would be needed to create a barrier against the infiltration of river water in the upper Potomac aquifer, whereas the middle Potomac aquifer would require 7 wells in injecting 200 gal/min. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874185","usgsCitation":"Phillips, S., 1987, Hydrogeology, degradation of ground-water quality, and simulation of infiltration from the Delaware River into the Potomac aquifers, northern Delaware: U.S. Geological Survey Water-Resources Investigations Report 87-4185, viii, 86 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874185.","productDescription":"viii, 86 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124312,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4185/report-thumb.jpg"},{"id":58014,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4185/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58015,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4185/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6147fa","contributors":{"authors":[{"text":"Phillips, S.W.","contributorId":6867,"corporation":false,"usgs":true,"family":"Phillips","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":201014,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29091,"text":"wri874077 - 1987 - Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water-year 1984","interactions":[],"lastModifiedDate":"2018-05-31T10:32:41","indexId":"wri874077","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":"87-4077","title":"Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water-year 1984","docAbstract":"<p>The U.S. Geological Survey maintains a quality-assurance program based on the analysis of reference samples for its two water-analysis laboratories located in Atlanta, Georgia, and Denver, Colorado. Reference samples containing selected inorganic constituents are prepared at the U.S. Geological Survey's Ocala, Florida, office, disguised as routine samples, and sent daily or weekly, as appropriate, to each laboratory through other U.S. Geological Survey offices. The results are permanently stored in the National Water Data Storage and Retrieval System (WATSTORE), the U.S. Geological Survey's data base for all water data. These data are analyzed statistically for precision, bias, and comparability. The results of these statistical analyses are presented for data collected during the 1984 water year. Nutrient samples, simulated-precipitation (low-concentration level) samples, and selected pesticide samples also were submitted as samples of unknown concentrations. The results of these determinations were statistically analyzed for comparability and these data are presented. </p><p>An overall evaluation of the data for water year 1984 indicated a lack of precision in the Atlanta laboratory for the determination of five constituents and in the Denver laboratory for seven constituents. A biased condition existed in the determination of twenty common constituents at both laboratories. Finally, if any constituent determined by ICP indicated bias, it tended to be positive. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874077","usgsCitation":"Peart, D.B., and Sutphin, H.B., 1987, Quality-assurance data for routine water analysis in the laboratories of the US Geological Survey for water-year 1984: U.S. Geological Survey Water-Resources Investigations Report 87-4077, vii, 125 p., https://doi.org/10.3133/wri874077.","productDescription":"vii, 125 p.","costCenters":[],"links":[{"id":354621,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4077/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":354502,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4077/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8ae4b07f02db6514ce","contributors":{"authors":[{"text":"Peart, Dale B.","contributorId":86384,"corporation":false,"usgs":true,"family":"Peart","given":"Dale","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":200936,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutphin, Hoyt B.","contributorId":65096,"corporation":false,"usgs":true,"family":"Sutphin","given":"Hoyt","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":200935,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29050,"text":"wri874121 - 1987 - Revised techniques for estimating peak discharges from channel width in Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri874121","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":"87-4121","title":"Revised techniques for estimating peak discharges from channel width in Montana","docAbstract":"This study was conducted to develop new estimating equations based on channel width and the updated flood frequency curves of previous investigations. Simple regression equations for estimating peak discharges with recurrence intervals of 2, 5, 10 , 25, 50, and 100 years were developed for seven regions in Montana. The standard errors of estimates for the equations that use active channel width as the independent variables ranged from 30% to 87%. The standard errors of estimate for the equations that use bankfull width as the independent variable ranged from 34% to 92%. The smallest standard errors generally occurred in the prediction equations for the 2-yr flood, 5-yr flood, and 10-yr flood, and the largest standard errors occurred in the prediction equations for the 100-yr flood. The equations that use active channel width and the equations that use bankfull width were determined to be about equally reliable in five regions. In the West Region, the equations that use bankfull width were slightly more reliable than those based on active channel width, whereas in the East-Central Region the equations that use active channel width were slightly more reliable than those based on bankfull width. Compared with similar equations previously developed, the standard errors of estimate for the new equations are substantially smaller in three regions and substantially larger in two regions. Limitations on the use of the estimating equations include: (1) The equations are based on stable conditions of channel geometry and prevailing water and sediment discharge; (2) The measurement of channel width requires a site visit, preferably by a person with experience in the method, and involves appreciable measurement errors; (3) Reliability of results from the equations for channel widths beyond the range of definition is unknown. In spite of the limitations, the estimating equations derived in this study are considered to be as reliable as estimating equations based on basin and climatic variables. Because the two types of estimating equations are independent, results from each can be weighted inversely proportional to their variances, and averaged. The weighted average estimate has a variance less than either individual estimate. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874121","usgsCitation":"Parrett, C., Hull, J.A., and Omang, R.J., 1987, Revised techniques for estimating peak discharges from channel width in Montana: U.S. Geological Survey Water-Resources Investigations Report 87-4121, iii, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874121.","productDescription":"iii, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4121/report-thumb.jpg"},{"id":57915,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4121/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e479ee4b07f02db492476","contributors":{"authors":[{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200860,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hull, J. A.","contributorId":39345,"corporation":false,"usgs":true,"family":"Hull","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200862,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200861,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
]}