{"pageNumber":"1924","pageRowStart":"48075","pageSize":"25","recordCount":68924,"records":[{"id":4681,"text":"twri03B5 - 1987 - Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction","interactions":[{"subject":{"id":13663,"text":"ofr84458 - 1984 - Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems; an introduction","indexId":"ofr84458","publicationYear":"1984","noYear":false,"title":"Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems; an introduction"},"predicate":"SUPERSEDED_BY","object":{"id":4681,"text":"twri03B5 - 1987 - Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction","indexId":"twri03B5","publicationYear":"1987","noYear":false,"title":"Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri03B5","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"03-B5","title":"Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction","docAbstract":"Accurate definition of boundary and initial conditions is an essential part of conceptualizing and modeling ground-water flow systems. This report describes the properties of the seven most common boundary conditions encountered in ground-water systems and discusses major aspects of their application. It also discusses the significance and specification of initial conditions and evaluates some common errors in applying this concept to ground-water-system models. An appendix is included that discusses what the solution of a differential equation represents and how the solution relates to the boundary conditions defining the specific problem. This report considers only boundary conditions that apply to saturated ground-water systems.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/twri03B5","issn":"0565-596X","usgsCitation":"Franke, O.L., Reilly, T.E., and Bennett, G.D., 1987, Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction: U.S. Geological Survey Techniques of Water-Resources Investigations 03-B5, viii, 15 p. :ill ;28 cm., https://doi.org/10.3133/twri03B5.","productDescription":"viii, 15 p. :ill ;28 cm.","costCenters":[],"links":[{"id":242,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri3-b5/","linkFileType":{"id":5,"text":"html"}},{"id":139153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672497","contributors":{"authors":[{"text":"Franke, O. Lehn","contributorId":63357,"corporation":false,"usgs":true,"family":"Franke","given":"O.","email":"","middleInitial":"Lehn","affiliations":[],"preferred":false,"id":149615,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":149613,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":149614,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27158,"text":"wri864327 - 1987 - Analysis of water-surface profiles in Leon County and the city of Tallahassee, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri864327","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4327","title":"Analysis of water-surface profiles in Leon County and the city of Tallahassee, Florida","docAbstract":"Water surface profiles for the 10-, 25-, 50-, and 100-yr recurrence interval floods for most of the streams that drain developing areas of Leon County and the city of Tallahassee are presented. The principal streams studied are in the Lake Munson, Lake Lafayette, and Lake Jackson basins Peak discharges were computed from regression equations based on information gained from 15 streamflow stations in the area. Standard step-backwater procedures were used to determine the water-surface elevations for the streams. The flood elevations were generally higher than those in the Flood Insurance Studies for Tallahassee (1976) and Leon County (1982). The primary reason for the higher profiles is that peak discharges used in this report are larger than those used previously, largely due to changes in land use. The flood profiles for Bradford Brook, North Branch Gum Creek, and West Branch Gum Creek generally match those in the Leon County Flood Insurance Studies. Channel improvements in some areas would lower the flood elevation in that area, but would probably increase flooding downstream. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864327","usgsCitation":"Franklin, M., and Orr, R., 1987, Analysis of water-surface profiles in Leon County and the city of Tallahassee, Florida: U.S. Geological Survey Water-Resources Investigations Report 86-4327, iii, 82 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864327.","productDescription":"iii, 82 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4327/report-thumb.jpg"},{"id":56035,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4327/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db6800e7","contributors":{"authors":[{"text":"Franklin, M.A.","contributorId":13631,"corporation":false,"usgs":true,"family":"Franklin","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":197660,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Orr, R.A.","contributorId":106534,"corporation":false,"usgs":true,"family":"Orr","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":197661,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27302,"text":"wri864129 - 1987 - Effects of proposed highway embankment modifications on water-surface elevations in the lower Pearl River flood plain near Slidell, Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri864129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4129","title":"Effects of proposed highway embankment modifications on water-surface elevations in the lower Pearl River flood plain near Slidell, Louisiana","docAbstract":"Major flooding in the lower Pearl River basin in recent years has caused extensive damage to homes and highways in the area. In 1980 and 1983, Interstate Highway 10 and U.S. Highway 190 were overtopped. In 1983, the Interstate Highway 10 crossing was seriously damaged by the flood. The U.S. Geological Survey, in cooperation with the Louisiana Department of Transportation and Development, Office of Highways, used a two-dimensional finite-element surface-water flow model to evaluate the effects the proposed embankment modifications at Interstate Highway 10 and U.S. Highway 90 on the water-surface elevations in the lower Pearl River flood plain near Slidell, Louisiana. The proposed modifications that were considered for the 1983 flood are: (1) Removal of all highway embankments, the natural condition, (2) extension of the West Pearl River bridge by 1,000 feet at U.S. Highway 90, (3) construction of a new 250-foot bridge opening in the U.S. Highways 190 and 90, west of the intersection of the highways. The proposed highway bridge modifications also incorporated lowering of ground-surface elevations under the new bridges to sea level. The modification that provided the largest reduction in backwater, about 35 percent, was a new bridge in Interstate Highway 10. The modification of the West Pearl River bridge at U.S. Highway 90 and replacement of the bridge in U.S. Highway 190 provide about a 25% reduction in backwater each. For the other modification conditions that required structural modifications, maximum backwater computed on the west side of the flood plain ranges from 0.0 to 0.8 foot and on the east side from 0.0 to 0.6 foot. Results show that although backwater is greater on the west side of the flood plain than on the east side, upstream of highway embankments, backwater decreases more rapidly in the upstream direction on the west side of the flood plain than on the east side. Analysis of the proposed modifications indicates that backwater would still occur on the east and west sides of the flood plain, but values would be less than those computed with highway embankments in place. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864129","usgsCitation":"Gilbert, J.J., and Schuck-Kolben, R.E., 1987, Effects of proposed highway embankment modifications on water-surface elevations in the lower Pearl River flood plain near Slidell, Louisiana: U.S. Geological Survey Water-Resources Investigations Report 86-4129, iv, 36 p. :ill., maps (1 col.) ;28 cm., https://doi.org/10.3133/wri864129.","productDescription":"iv, 36 p. :ill., maps (1 col.) ;28 cm.","costCenters":[],"links":[{"id":124169,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4129/report-thumb.jpg"},{"id":56175,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4129/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e5e9","contributors":{"authors":[{"text":"Gilbert, J. J.","contributorId":12448,"corporation":false,"usgs":true,"family":"Gilbert","given":"J.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197879,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schuck-Kolben, R. E.","contributorId":14841,"corporation":false,"usgs":true,"family":"Schuck-Kolben","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197880,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13414,"text":"ofr87732 - 1987 - Michigan ground-water quality","interactions":[],"lastModifiedDate":"2012-02-02T00:06:50","indexId":"ofr87732","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":"87-732","title":"Michigan ground-water quality","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87732","usgsCitation":"Dumouchelle, D., Cummings, T., and Klepper, G., 1987, Michigan ground-water quality: U.S. Geological Survey Open-File Report 87-732, iv, 8 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87732.","productDescription":"iv, 8 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":146080,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0732/report-thumb.jpg"},{"id":41841,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0732/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a56e4b07f02db62dd77","contributors":{"authors":[{"text":"Dumouchelle, D.H.","contributorId":83144,"corporation":false,"usgs":true,"family":"Dumouchelle","given":"D.H.","affiliations":[],"preferred":false,"id":167770,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cummings, T. R.","contributorId":104082,"corporation":false,"usgs":true,"family":"Cummings","given":"T. R.","affiliations":[],"preferred":false,"id":167771,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Klepper, G.R.","contributorId":67355,"corporation":false,"usgs":true,"family":"Klepper","given":"G.R.","email":"","affiliations":[],"preferred":false,"id":167769,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26189,"text":"wri874074 - 1987 - Traveltime, reaeration, and water-quality characteristics during low-flow conditions in Wilsons Creek and the James River near Springfield, Missouri","interactions":[],"lastModifiedDate":"2022-10-05T18:17:02.011269","indexId":"wri874074","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":"87-4074","title":"Traveltime, reaeration, and water-quality characteristics during low-flow conditions in Wilsons Creek and the James River near Springfield, Missouri","docAbstract":"Before upgrading the Southwest Wastewater-Treatment Plant near Springfield, Missouri, to tertiary treatment, adverse water quality conditions resulting from discharge of wastewater effluent to Wilson Creek were documented in the creek and in the James River. About 7 years after the upgrading of the treatment plant, traveltime, reaeration, and water quality characteristics were determined in Wilsons Creek and the James River. Traveltime was measured once in Wilsons Creek and twice in the James River during low-flow conditions. Traveltimes in the James River were estimated for discharge between 55 and 200 cu ft/sec at a site near Boaz. Reaeration coefficients were calculated for five reaches in Wilsons Creek and the James River using the modified-tracer technique. Calculated reaeration coefficients were compared with coefficients predicted by twelve empirical equations and one equation was chosen that best fit the data. Water quality data were collected during two 44-hr periods, August 14 to 16, 1984, and July 23 to 25, 1985. Samples were collected at the outflow of the Southwest Wastewater Treatment Plant at seven sites along Wilsons Creek and the James River. Dissolved-oxygen concentrations in Wilsons Creek and the James River were all larger than Missouri 's water quality standard of 5.0 mg/l. Ammonia concentrations and 5-day carbonaceous biochemical oxygen demands were small, which indicated that the oxygen consumption by oxidizing ammonia and carbonaceous organic materials would be insignificant. Measured streambed oxygen demand in the James River was largest directly downstream from Wilsons Creek. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874074","usgsCitation":"Berkas, W., 1987, Traveltime, reaeration, and water-quality characteristics during low-flow conditions in Wilsons Creek and the James River near Springfield, Missouri: U.S. Geological Survey Water-Resources Investigations Report 87-4074, v, 32 p., https://doi.org/10.3133/wri874074.","productDescription":"v, 32 p.","costCenters":[],"links":[{"id":407980,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46749.htm","linkFileType":{"id":5,"text":"html"}},{"id":54986,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4074/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4074/report-thumb.jpg"}],"country":"United States","state":"Missouri","city":"Springfield","otherGeospatial":"James River, Wilson's Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.3,\n              36.9167\n            ],\n            [\n              -93.4167,\n              36.9167\n            ],\n            [\n              -93.4167,\n              37.1667\n            ],\n            [\n              -93.3,\n              37.1667\n            ],\n            [\n              -93.3,\n              36.9167\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4affe4b07f02db697d44","contributors":{"authors":[{"text":"Berkas, W.R.","contributorId":59808,"corporation":false,"usgs":true,"family":"Berkas","given":"W.R.","affiliations":[],"preferred":false,"id":195959,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65401,"text":"i1877 - 1987 - Controlled photomosaic of part of the Planum Australe region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:14","indexId":"i1877","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"1877","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Planum Australe region of Mars","language":"ENGLISH","doi":"10.3133/i1877","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, Controlled photomosaic of part of the Planum Australe region of Mars: U.S. Geological Survey IMAP 1877, 1 remote-sensing image ;62 x 52 cm., on sheet 97 x 58 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1877.","productDescription":"1 remote-sensing image ;62 x 52 cm., on sheet 97 x 58 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189627,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":100941,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1877/plate-1.pdf","size":"4942","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688dd8","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":533788,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":2519,"text":"wsp2283 - 1987 - Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas","interactions":[{"subject":{"id":20944,"text":"ofr8475 - 1984 - Identification and tabulation of geological contacts in the Edwards aquifer, San Antonio area, Texas","indexId":"ofr8475","publicationYear":"1984","noYear":false,"title":"Identification and tabulation of geological contacts in the Edwards aquifer, San Antonio area, Texas"},"predicate":"SUPERSEDED_BY","object":{"id":2519,"text":"wsp2283 - 1987 - Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas","indexId":"wsp2283","publicationYear":"1987","noYear":false,"title":"Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:27","indexId":"wsp2283","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2283","title":"Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2283","usgsCitation":"Pope, L.M., and Bevans, H.E., 1987, Relation of urban land-use and dry-weather, storm, and snowmelt flow characteristics to stream-water quality, Shunganunga Creek basin, Topeka, Kansas: U.S. Geological Survey Water Supply Paper 2283, iv, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2283.","productDescription":"iv, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":138797,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2283/report-thumb.jpg"},{"id":28719,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2283/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db6349e5","contributors":{"authors":[{"text":"Pope, Larry M.","contributorId":93455,"corporation":false,"usgs":true,"family":"Pope","given":"Larry","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":145333,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bevans, Hugh E.","contributorId":11589,"corporation":false,"usgs":true,"family":"Bevans","given":"Hugh","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145332,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":4356,"text":"cir1020 - 1987 - National Geologic Mapping Program; goals, objectives, and long-range plans","interactions":[],"lastModifiedDate":"2012-02-02T00:05:21","indexId":"cir1020","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":"1020","title":"National Geologic Mapping Program; goals, objectives, and long-range plans","language":"ENGLISH","publisher":"The Survey,","doi":"10.3133/cir1020","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1987, National Geologic Mapping Program; goals, objectives, and long-range plans: U.S. Geological Survey Circular 1020, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/cir1020.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":117785,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/1020/report-thumb.jpg"},{"id":31465,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/1020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db698874","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":528194,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27330,"text":"wri874141 - 1987 - Water resources near Dillingham in the Bristol Bay Area, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874141","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":"87-4141","title":"Water resources near Dillingham in the Bristol Bay Area, Alaska","docAbstract":"Dillingham, the largest community in the Bristol Bay area of Alaska, lies near the confluence of the Wood and Nushagak Rivers. Mean annual discharges for the Wood and Nushagak Rivers are 4,824 and 22,650 cu ft/sec. Flows generally are greatest in May through July and lowest in January through April. The surface waters are a calcium bicarbonate type and have low concentrations of dissolved solids and suspended sediments. Water in the Wood-Nushagak estuary near Dillingham during a high tide in autumn 1985 had specific conductance values ranging from 110 to 3,000 microsiemens/cm. Groundwater is the predominant source of public, private, and commercial/industrial supply. Wells range in depth from 20 to 213 ft, yield up to 225 gal/min, and have water levels that range from 4 to 76 ft below land surface. All water levels measured during June and July 1986 were above sea level. Samples of groundwater contained < 500 mg/L dissolved solids but concentrations of iron and manganese were as great as 870 and 1,200 mg/L, respectively. Peak water use is in midsummer. In 1986, peak use in the townsite area was between 300,000 and 400,000 gal/day whereas in previous years it has been as great as 1 million gal/day. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874141","usgsCitation":"Glass, R.L., 1987, Water resources near Dillingham in the Bristol Bay Area, Alaska: U.S. Geological Survey Water-Resources Investigations Report 87-4141, iv, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874141.","productDescription":"iv, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158891,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4141/report-thumb.jpg"},{"id":56196,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f08bf","contributors":{"authors":[{"text":"Glass, R. L.","contributorId":80279,"corporation":false,"usgs":true,"family":"Glass","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197928,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25587,"text":"wri874090 - 1987 - Hydrologic and geochemical monitoring in Long Valley Caldera, Mono County, California, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri874090","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":"87-4090","title":"Hydrologic and geochemical monitoring in Long Valley Caldera, Mono County, California, 1985","docAbstract":"Hydrologic and geochemical monitoring, to detect changes caused by magmatic and tectonic processes in the Long Valley caldera has continued through 1985. The monitoring included the collection of the following types of data: chemical and isotopic composition of water and gases from springs, wells, and steam vents; temperatures in wells, springs, and steam vents; flow rates of springs and streams; water levels in wells; and barometric pressure and precipitation at several sites. In addition, reservoir temperatures for the geothermal system were estimated from computations based on chemical geothermometers applied to fluid samples from wells and springs. Estimates of thermal water discharged from springs were made on the basis of boron and chloride fluxes in surface waters for selected sites in the Casa Diablo area and along the Mammoth-Hot Creek drainage. These data are presented in tables and graphs. The Long Valley area was relatively quiescent throughout 1985 in terms of geodetic changes and seismic activity. As a consequence , the hydrologic system varied mainly in response to seasonal influences of temperature, atmospheric pressure, and precipitation. However, spring flows near Casa Diablo were influenced by pumping at the geothermal production well field nearby. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874090","usgsCitation":"Farrar, C.D., Sorey, M., Rojstaczer, S., Janik, C.J., Winnett, T.L., and Clark, M.D., 1987, Hydrologic and geochemical monitoring in Long Valley Caldera, Mono County, California, 1985: U.S. Geological Survey Water-Resources Investigations Report 87-4090, vi, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874090.","productDescription":"vi, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124293,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4090/report-thumb.jpg"},{"id":54329,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4090/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db61184e","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194309,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":194310,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rojstaczer, S.A.","contributorId":54620,"corporation":false,"usgs":true,"family":"Rojstaczer","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":194308,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Janik, C. J.","contributorId":10795,"corporation":false,"usgs":true,"family":"Janik","given":"C.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":194305,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Winnett, T. L.","contributorId":27095,"corporation":false,"usgs":true,"family":"Winnett","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194307,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Clark, M. D.","contributorId":25202,"corporation":false,"usgs":true,"family":"Clark","given":"M.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194306,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":25743,"text":"wri864325 - 1987 - A Reconnaissance study to relate land use and ground-water quality in the Gulf Coastal Plain of Louisiana and Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:14","indexId":"wri864325","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4325","title":"A Reconnaissance study to relate land use and ground-water quality in the Gulf Coastal Plain of Louisiana and Mississippi","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864325","usgsCitation":"Strickland, D., Fendick, R., Bednar, G., and Everett, D., 1987, A Reconnaissance study to relate land use and ground-water quality in the Gulf Coastal Plain of Louisiana and Mississippi: U.S. Geological Survey Water-Resources Investigations Report 86-4325, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864325.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118892,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4325/report-thumb.jpg"},{"id":54504,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4325/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4966e4b0b290850ef20d","contributors":{"authors":[{"text":"Strickland, D.J.","contributorId":49400,"corporation":false,"usgs":true,"family":"Strickland","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":194886,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fendick, R.B. Jr.","contributorId":69602,"corporation":false,"usgs":true,"family":"Fendick","given":"R.B.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":194888,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bednar, G.A.","contributorId":94668,"corporation":false,"usgs":true,"family":"Bednar","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":194889,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Everett, D.E.","contributorId":53420,"corporation":false,"usgs":true,"family":"Everett","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":194887,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","interactions":[{"subject":{"id":11086,"text":"ofr84708 - 1984 - State hydrologic unit maps","indexId":"ofr84708","publicationYear":"1984","noYear":false,"title":"State hydrologic unit maps"},"predicate":"SUPERSEDED_BY","object":{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","indexId":"wsp2294","publicationYear":"1987","noYear":false,"title":"Hydrologic unit maps"},"id":1}],"lastModifiedDate":"2026-02-12T16:30:51.823743","indexId":"wsp2294","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2294","title":"Hydrologic unit maps","docAbstract":"A set of maps depicting approved boundaries of, and numerical codes for, river-basin units of the United States has been developed by the U.S . Geological Survey. These 'Hydrologic Unit Maps' are four-color maps that present information on drainage, culture, hydrography, and hydrologic boundaries and codes of (1) the 21 major water-resources regions and the 222 subregions designated by the U.S . Water Resources Council, (2) the 352 accounting units of the U.S. Geological Survey's National Water Data Network, and (3) the 2,149 cataloging units of the U.S . Geological Survey's 'Catalog of information on Water Data:' The maps are plotted on the Geological Survey State base-map series at a scale of 1 :500,000 and, except for Alaska, depict hydrologic unit boundaries for all drainage basins greater than 700 square miles (1,813 square kilometers). A complete list of all the hydrologic units, along with their drainage areas, their names, and the names of the States or outlying areas in which they reside, is contained in the report.\r\n\r\nThese maps and associated codes provide a standardized base for use by water-resources organizations in locating, storing, retrieving, and exchanging hydrologic data, in indexing and inventorying hydrologic data and information, in cataloging water-data acquisition activities, and in a variety of other applications. Because the maps have undergone extensive review by all principal Federal, regional, and State water-resource agencies, they are widely accepted for use in planning and describing water-use and related land-use activities, and in geographically organizing hydrologic data . Examples of these uses are given in the report . The hydrologic unit codes shown on the maps have been approved as a Federal Information Processing Standard for use by the Federal establishment.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2294","usgsCitation":"Seaber, P.R., Kapinos, F., and Knapp, G.L., 1987, Hydrologic unit maps: U.S. Geological Survey Water Supply Paper 2294, iii, 63 p. :ill. (some col.), maps (some col.) ;28 cm.; 1 plate in pocket, https://doi.org/10.3133/wsp2294.","productDescription":"iii, 63 p. :ill. (some col.), maps (some col.) ;28 cm.; 1 plate in pocket","costCenters":[],"links":[{"id":138259,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":35,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wsp/wsp2294/index.html","linkFileType":{"id":5,"text":"html"}},{"id":258460,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2294/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4814e4b07f02db4dab42","contributors":{"authors":[{"text":"Seaber, Paul R.","contributorId":67492,"corporation":false,"usgs":true,"family":"Seaber","given":"Paul","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145590,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kapinos, F. Paul","contributorId":42581,"corporation":false,"usgs":true,"family":"Kapinos","given":"F. Paul","affiliations":[],"preferred":false,"id":145589,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Knapp, George L.","contributorId":93466,"corporation":false,"usgs":true,"family":"Knapp","given":"George","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145591,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26176,"text":"wri854145 - 1987 - Geohydrologic conditions at the nuclear-fuels reprocessing plant and waste-management facilities at the Western New York Nuclear Service Center, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2023-04-10T20:33:26.964189","indexId":"wri854145","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":"85-4145","title":"Geohydrologic conditions at the nuclear-fuels reprocessing plant and waste-management facilities at the Western New York Nuclear Service Center, Cattaraugus County, New York","docAbstract":"<p>A nuclear-fuel reprocessing plant, a high-level radioactive liquid-waste tank complex, and related waste facilities occupy 100 hectares (ha) within the Western New York Nuclear Service Center near West Valley, N.Y. The facilities are underlain by glacial and postglacial deposits that fill an ancestrial bedrock valley. The main plant facilities are on an elevated plateau referred to as the north plateau. Groundwater on the north plateau moves laterally within a surficial sand and gravel from the main plant building to areas northeast, east, and southeast of the facilities. The sand and gravel ranges from 1 to 10 m thick and has a hydraulic conductivity ranging from 0.1 to 7.9 m/day. Two separate burial grounds, a 4-ha area for low-level radioactive waste disposal and a 2.9-ha area for disposal of higher-level waste are excavated into a clay-rich till that ranges from 22 to 28 m thick. Migration of an organic solvent from the area of higher level waste at shallow depth in the till suggests that a shallow, fractured, oxidized, and weathered till is a significant pathway for lateral movement of groundwater. Below this zone, groundwater moves vertically downward through the till to recharge a lacustrine silt and fine sand. Within the saturated parts of the lacustrine unit, groundwater moves laterally to the northeast toward Buttermilk Creek. Hydraulic conductivity of the till, based on field and laboratory analyses , ranges from 0.000018 to 0.000086 m/day.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854145","usgsCitation":"Bergeron, M.P., Kappel, W.M., and Yager, R.M., 1987, Geohydrologic conditions at the nuclear-fuels reprocessing plant and waste-management facilities at the Western New York Nuclear Service Center, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 85-4145, Report: vi, 49 p.; 1 Plate: 39.24 x 26.71 inches, https://doi.org/10.3133/wri854145.","productDescription":"Report: vi, 49 p.; 1 Plate: 39.24 x 26.71 inches","costCenters":[],"links":[{"id":415537,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36308.htm","linkFileType":{"id":5,"text":"html"}},{"id":54977,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4145/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54976,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4145/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123559,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4145/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Cattaraugus County","otherGeospatial":"Western New York Nuclear Service Center","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -78.661,\n              42.458\n            ],\n            [\n              -78.661,\n              42.442\n            ],\n            [\n              -78.643,\n              42.442\n            ],\n            [\n              -78.643,\n              42.458\n            ],\n            [\n              -78.661,\n              42.458\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0f1c","contributors":{"authors":[{"text":"Bergeron, M. P.","contributorId":42969,"corporation":false,"usgs":true,"family":"Bergeron","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":195942,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kappel, W. M.","contributorId":18754,"corporation":false,"usgs":true,"family":"Kappel","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195941,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Yager, R. M.","contributorId":8069,"corporation":false,"usgs":true,"family":"Yager","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195940,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27093,"text":"wri874073 - 1987 - Estimation of streamflow characteristics and assessment of trends in the Niobrara River at Mariaville, Nebraska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri874073","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":"87-4073","title":"Estimation of streamflow characteristics and assessment of trends in the Niobrara River at Mariaville, Nebraska","docAbstract":"A computer model was used to synthesize a long-term streamflow record for the Niobrara River at Mariaville, Nebraska. The record was developed on the basis of 30-plus years of streamflow data from 3 upstream sites, and the U. S. Geological Survey 's CONROUT model was calibrated using 294 days of measured flow at Mariaville; for the calibration period, 87% of the synthesized daily discharges were within 15% of the measured values. The synthesized record was analyzed for trends in streamflow characteristics. A marked decrease in the average consecutive-day, low-flow discharges was detected after 1964, ranging between 162 cu ft/sec less for the 1-day low flow and 200 cu ft/sec less for the 14-day low flow. The decrease probably was caused by the start-up of operations at Merritt Reservoir. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874073","usgsCitation":"Fischer, E., 1987, Estimation of streamflow characteristics and assessment of trends in the Niobrara River at Mariaville, Nebraska: U.S. Geological Survey Water-Resources Investigations Report 87-4073, iv, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874073.","productDescription":"iv, 25 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4073/report-thumb.jpg"},{"id":55959,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4073/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb188","contributors":{"authors":[{"text":"Fischer, E.E.","contributorId":102480,"corporation":false,"usgs":true,"family":"Fischer","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":197541,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57444,"text":"wdrOR852 - 1987 - Water resources data for Oregon, water year 1985. Volume 2: Western Oregon","interactions":[],"lastModifiedDate":"2020-10-02T21:04:53.652556","indexId":"wdrOR852","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":"OR-85-2","title":"Water resources data for Oregon, water year 1985. Volume 2: Western Oregon","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrOR852","usgsCitation":"Alexander, C., Moffatt, R.L., Boucher, P.R., and Smith, M., 1987, Water resources data for Oregon, water year 1985. Volume 2: Western Oregon: U.S. Geological Survey Water Data Report OR-85-2, xii, 396 p., https://doi.org/10.3133/wdrOR852.","productDescription":"xii, 396 p.","costCenters":[],"links":[{"id":379000,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1985/or-85-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174617,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1985/or-85-2/report-thumb.jpg"}],"country":"United States","state":"Oregon","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"id\":\"40\",\"properties\":{\"name\":\"Oregon\",\"nation\":\"USA  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C.W.","contributorId":76745,"corporation":false,"usgs":true,"family":"Alexander","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":257029,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moffatt, R. L.","contributorId":79889,"corporation":false,"usgs":true,"family":"Moffatt","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":257030,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Boucher, P. R.","contributorId":108088,"corporation":false,"usgs":true,"family":"Boucher","given":"P.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":257031,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Smith, M.L.","contributorId":35386,"corporation":false,"usgs":true,"family":"Smith","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":257028,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":57446,"text":"wdrMS851 - 1987 - Water resources data for Mississippi, water year 1985","interactions":[],"lastModifiedDate":"2025-08-19T14:14:40.23514","indexId":"wdrMS851","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":"MS-85-1","title":"Water resources data for Mississippi, water year 1985","docAbstract":"<p>Water resources data for the 1985 water year for Mississippi consist of records of stage, discharge, and water quality of streams; stage, contents, 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 71 gaging stations; stage records for 18 of these gaging stations; stage only at 5 gaging stations; water quality for 13 stations, 2 precipitation quality stations, and 263 wells; and water levels for 629 observation wells. Also included are peak-discharge data for 58 crest-stage partial-record stations and water quality data at 106 partial-record or miscellaneous sites. Locations of these sites are shown on Figures 3-5. 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.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMS851","collaboration":"Prepared in cooperation with the State of Mississippi and with other agencies","usgsCitation":"Tharpe, E., Plunkett, M., Morris, F., and Oakley, W.T., 1987, Water resources data for Mississippi, water year 1985: U.S. Geological Survey Water Data Report MS-85-1, vii, 456 p., https://doi.org/10.3133/wdrMS851.","productDescription":"vii, 456 p.","costCenters":[],"links":[{"id":174619,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1985/ms-85-1/report-thumb.jpg"},{"id":494302,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1985/ms-85-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":25418,"text":"wri874044 - 1987 - Comparison of irrigation pumpage with change in ground-water storage in the High Plains aquifer in Chase, Dundy, and Perkins counties, Nebraska, 1975-83","interactions":[],"lastModifiedDate":"2012-02-02T00:08:09","indexId":"wri874044","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":"87-4044","title":"Comparison of irrigation pumpage with change in ground-water storage in the High Plains aquifer in Chase, Dundy, and Perkins counties, Nebraska, 1975-83","docAbstract":"The relation between pumpage and change in storage was evaluated for most of a three-county area in southwestern Nebraska from 1975 through 1983. Initial comparison of the 1975-83 pumpage with change in storage in the study area indicated that the 1 ,042,300 acre-ft of change in storage was only about 30% of the 3,425,000 acre-ft of pumpage. An evaluation of the data used to calculate pumpage and change in storage indicated that there was a relatively large potential for error in estimates of specific yield. As a result, minimum and maximum values of specific yield were estimated and used to recalculate change in storage. Estimates also were derived for the minimum and maximum amounts of recharge that could occur as a result of cultivation practices. The minimum and maximum estimates for specific yield and for recharge from cultivation practices were used to compute a range of values for the potential amount of additional recharge that occurred as a result of irrigation. The minimum and maximum amounts of recharge that could be caused by irrigation in the study area were 953,200 acre-ft (28% of pumpage) and 2,611,200 acre-ft (76% of pumpage), respectively. These values indicate that a substantial percentage of the water pumped from the aquifer is resupplied to storage in the aquifer as a result of a combination of irrigation return flow and enhanced recharge from precipitation that results from cultivation and irrigation practices. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874044","usgsCitation":"Heimes, F., Ferrigno, C., Gutentag, E., Lucky, R., Stephens, D., and Weeks, J., 1987, Comparison of irrigation pumpage with change in ground-water storage in the High Plains aquifer in Chase, Dundy, and Perkins counties, Nebraska, 1975-83: U.S. Geological Survey Water-Resources Investigations Report 87-4044, iv, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874044.","productDescription":"iv, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123377,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4044/report-thumb.jpg"},{"id":54138,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae383","contributors":{"authors":[{"text":"Heimes, F.J.","contributorId":60654,"corporation":false,"usgs":true,"family":"Heimes","given":"F.J.","affiliations":[],"preferred":false,"id":193606,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ferrigno, C.F.","contributorId":27092,"corporation":false,"usgs":true,"family":"Ferrigno","given":"C.F.","email":"","affiliations":[],"preferred":false,"id":193604,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gutentag, E. D.","contributorId":70015,"corporation":false,"usgs":true,"family":"Gutentag","given":"E. D.","affiliations":[],"preferred":false,"id":193608,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lucky, R.R.","contributorId":89171,"corporation":false,"usgs":true,"family":"Lucky","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":193609,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Stephens, D.M.","contributorId":42970,"corporation":false,"usgs":true,"family":"Stephens","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":193605,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Weeks, J.B.","contributorId":61426,"corporation":false,"usgs":true,"family":"Weeks","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":193607,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":25423,"text":"wri874191 - 1987 - A conceptual framework for ground-water solute-transport studies with emphasis on physical mechanisms of solute movement","interactions":[],"lastModifiedDate":"2012-02-02T00:08:10","indexId":"wri874191","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":"87-4191","title":"A conceptual framework for ground-water solute-transport studies with emphasis on physical mechanisms of solute movement","docAbstract":"Analysis of solute transport in groundwater systems involves a complex, multi-discipline study that requires intensive and costly investigation. Groundwater contamination, particularly from point sources, has been growing in importance in recent years. This report examines the physical mechanisms of solute transport, advection and dispersion, and explains how they relate to one another and the scale of study. The approach uses a preliminary analysis prior to collection of new data to focus on the technical problems to be addressed and to direct the initial collection of new data if warranted. The field investigation (collection of new data) progresses in stages that use the new knowledge and understanding gained from the preceding data collection to aid in further data collection as the study proceeds. A major premise of the approach is that the foundation of any analysis is a detailed quantitative definition of: (1) the groundwater flow field in three dimensions, and (2) the distribution of solutes in the contaminant plume in three dimensions at one point in time, or preferably at more than features of the groundwater flow field, and is an important tool for analysis. However, the scale of analysis for solute transport studies is usually much finer than the scale of analysis for groundwater flow alone. Therefore, an increase in detail of the velocity field is needed to provide for accurate calculations of pathlines in three-dimensional heterogeneous groundwater systems. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874191","usgsCitation":"Reilly, T.E., Franke, O.L., Buxton, H.T., and Bennett, G.D., 1987, A conceptual framework for ground-water solute-transport studies with emphasis on physical mechanisms of solute movement: U.S. Geological Survey Water-Resources Investigations Report 87-4191, v, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874191.","productDescription":"v, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122834,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_87_4191.jpg"},{"id":1807,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri874191/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b26e4b07f02db6affac","contributors":{"authors":[{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":193628,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Franke, O. Lehn","contributorId":63357,"corporation":false,"usgs":true,"family":"Franke","given":"O.","email":"","middleInitial":"Lehn","affiliations":[],"preferred":false,"id":193631,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Buxton, Herbert T. hbuxton@usgs.gov","contributorId":1911,"corporation":false,"usgs":true,"family":"Buxton","given":"Herbert","email":"hbuxton@usgs.gov","middleInitial":"T.","affiliations":[{"id":5056,"text":"Office of the AD Energy and Minerals, and Environmental Health","active":true,"usgs":true}],"preferred":true,"id":193629,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":193630,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25812,"text":"wri874036 - 1987 - US Geological Survey urban-stormwater data base of constituent storm loads; characteristics of rainfall, runoff, and antecedent conditions; and basin characteristics","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri874036","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":"87-4036","title":"US Geological Survey urban-stormwater data base of constituent storm loads; characteristics of rainfall, runoff, and antecedent conditions; and basin characteristics","docAbstract":"A data base which consists of constituent storm loads, characteristics of rainfall, runoff, and antecedent conditions, and basin characteristics measured at most of the stations in the U.S. Geological Survey urban-stormwater data-collection network in metropolitan areas throughout the United States has been compiled. Tables of these constituents storm loads and characteristics are presented in this report. The data base also is available on magnetic tape. The data represent 1,144 storms at 97 stations in 21 metropolitan areas. Storm loads for 18 constituents and 15 characteristics of rainfall, runoff, and antecedent conditions are reported. Twenty-eight selected basin characteristics also are reported, including 11 categories of land use. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874036","usgsCitation":"Mustard, M.H., Driver, N.E., Chyr, J., and Hansen, B., 1987, US Geological Survey urban-stormwater data base of constituent storm loads; characteristics of rainfall, runoff, and antecedent conditions; and basin characteristics: U.S. Geological Survey Water-Resources Investigations Report 87-4036, xiv, 328 p. :1 map ;28 cm., https://doi.org/10.3133/wri874036.","productDescription":"xiv, 328 p. :1 map ;28 cm.","costCenters":[],"links":[{"id":158417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4036/report-thumb.jpg"},{"id":54563,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611a1c","contributors":{"authors":[{"text":"Mustard, M. H.","contributorId":18385,"corporation":false,"usgs":true,"family":"Mustard","given":"M.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":195167,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Driver, N. E.","contributorId":63398,"corporation":false,"usgs":true,"family":"Driver","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":195169,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Chyr, John","contributorId":25203,"corporation":false,"usgs":true,"family":"Chyr","given":"John","email":"","affiliations":[],"preferred":false,"id":195168,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hansen, B.G.","contributorId":103713,"corporation":false,"usgs":true,"family":"Hansen","given":"B.G.","email":"","affiliations":[],"preferred":false,"id":195170,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26499,"text":"wri874093 - 1987 - Cost-effectiveness of the stream-gaging program in Maryland, Delaware, and the District of Columbia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri874093","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":"87-4093","title":"Cost-effectiveness of the stream-gaging program in Maryland, Delaware, and the District of Columbia","docAbstract":"This report documents the results of a cost-effectiveness study of the stream-gaging program in Maryland, Delaware, and the District of Columbia. Data uses and funding sources were identified for 99 continuously operated stream gages in Maryland , Delaware, and the District of Columbia. The current operation of the program requires a budget of $465,260/year. The average standard error of estimation of streamflow records is 11.8%. It is shown that this overall level of accuracy at the 99 sites could be maintained with a budget of $461,000, if resources were redistributed among the gages. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section, Western Distribution Branch,","doi":"10.3133/wri874093","usgsCitation":"Carpenter, D.H., James, R., and Gillen, D., 1987, Cost-effectiveness of the stream-gaging program in Maryland, Delaware, and the District of Columbia: U.S. Geological Survey Water-Resources Investigations Report 87-4093, vii, 85 p. :ill. ;28 cm., https://doi.org/10.3133/wri874093.","productDescription":"vii, 85 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124066,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4093/report-thumb.jpg"},{"id":55322,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4093/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcaa7","contributors":{"authors":[{"text":"Carpenter, David H.","contributorId":49357,"corporation":false,"usgs":true,"family":"Carpenter","given":"David","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196500,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"James, R.W. Jr.","contributorId":23584,"corporation":false,"usgs":true,"family":"James","given":"R.W.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":196499,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gillen, D.F.","contributorId":86805,"corporation":false,"usgs":true,"family":"Gillen","given":"D.F.","email":"","affiliations":[],"preferred":false,"id":196501,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28384,"text":"wri874104 - 1987 - Comparison of conceptually based and regression rainfall-runoff models, Denver Metropolitan area, Colorado, and potential applications in urban areas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri874104","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":"87-4104","title":"Comparison of conceptually based and regression rainfall-runoff models, Denver Metropolitan area, Colorado, and potential applications in urban areas","docAbstract":"Multievent, conceptually based models and a single-event, multiple linear-regression model for estimating storm-runoff quantity and quality from urban areas were calibrated and verified for four small (57 to 167 acres) basins in the Denver metropolitan area, Colorado. The basins represented different land-use types - light commercial, single-family housing, and multi-family housing. Both types of models were calibrated using the same data set for each basin. A comparison was made between the storm-runoff volume, peak flow, and storm-runoff loads of seven water quality constituents simulated by each of the models by use of identical verification data sets. The models studied were the U.S. Geological Survey 's Distributed Routing Rainfall-Runoff Model-Version II (DR3M-II) (a runoff-quantity model designed for urban areas), and a multievent urban runoff quality model (DR3M-QUAL). Water quality constituents modeled were chemical oxygen demand, total suspended solids, total nitrogen, total phosphorus, total lead, total manganese, and total zinc. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874104","usgsCitation":"Lindner-Lunsford, J.B., and Ellis, S.R., 1987, Comparison of conceptually based and regression rainfall-runoff models, Denver Metropolitan area, Colorado, and potential applications in urban areas: U.S. Geological Survey Water-Resources Investigations Report 87-4104, iv, 39 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874104.","productDescription":"iv, 39 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":122821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4104/report-thumb.jpg"},{"id":57186,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae375","contributors":{"authors":[{"text":"Lindner-Lunsford, J. B.","contributorId":81938,"corporation":false,"usgs":true,"family":"Lindner-Lunsford","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199706,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ellis, S. R.","contributorId":103278,"corporation":false,"usgs":true,"family":"Ellis","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199707,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29009,"text":"wri864190 - 1987 - Calibration of a dissolved-solids model for the Yampa River basin between Steamboat Springs and Maybell, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri864190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4190","title":"Calibration of a dissolved-solids model for the Yampa River basin between Steamboat Springs and Maybell, northwestern Colorado","docAbstract":"The cumulative effects of changes in dissolved solids from a number of coal mines are needed to evaluate effects on downstream water use. A model for determining cumulative effects of streamflow, dissolved-solids concentration, and dissolved-solids load was calibrated for the Yampa River and its tributaries in northwestern Colorado. The model uses accounting principles. It establishes nodes on the stream system and sums water quantity and quality from node to node in the downstream direction. The model operates on a monthly time step for the study period that includes water years 1976 through 1981. Output is monthly mean streamflow, dissolved-solids concentration, and dissolved-solids load. Streamflow and dissolved-solids data from streamflow-gaging stations and other data-collection sites were used to define input data sets to initiate and to calibrate the model. The model was calibrated at four nodes and generally was within 10 percent of the observed values. The calibrated model can compute changes in dissolved-solids concentration or load resulting from the cumulative effects of new coal mines or the expansion of old coal mines in the Yampa River basin. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864190","usgsCitation":"Parker, R.S., and Litke, D.W., 1987, Calibration of a dissolved-solids model for the Yampa River basin between Steamboat Springs and Maybell, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 86-4190, v, 36 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864190.","productDescription":"v, 36 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123380,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4190/report-thumb.jpg"},{"id":57875,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4190/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f95f3","contributors":{"authors":[{"text":"Parker, R. S.","contributorId":104510,"corporation":false,"usgs":true,"family":"Parker","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200781,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Litke, D. W.","contributorId":94346,"corporation":false,"usgs":true,"family":"Litke","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200780,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":42384,"text":"ofr87114 - 1987 - Selected ground-water data in the upper Mongaup River basin, Sullivan County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:04","indexId":"ofr87114","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":"87-114","title":"Selected ground-water data in the upper Mongaup River basin, Sullivan County, New York","docAbstract":"A set of four adjoining 7.5-minute quadrangle sheets that together depict the upper Mongaup River Basin in Sullivan County , N.Y., at 1:24,000 scale show the location, well yield, depth, water use, ownership, and date of ownership of wells, test holes , and springs. Most wells that tap stratified-drift deposits have high yields (50 to 300 gal/min) and are used for public supply. Bedrock wells have smaller yields and are generally used for domestic supply. The data were compiled from a previous U.S. Geological Survey, countywide, groundwater resources report and from unpublished data. (USGS)","language":"ENGLISH","doi":"10.3133/ofr87114","usgsCitation":"Wolcott, S.W., 1987, Selected ground-water data in the upper Mongaup River basin, Sullivan County, New York: U.S. Geological Survey Open-File Report 87-114, 4 maps ;58 x 44 cm., on sheet 69 x 48 cm., folded in envelope 34 x 25 cm., https://doi.org/10.3133/ofr87114.","productDescription":"4 maps ;58 x 44 cm., on sheet 69 x 48 cm., folded in envelope 34 x 25 cm.","costCenters":[],"links":[{"id":136518,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":80149,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0114/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":80150,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0114/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":80151,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0114/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":80152,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0114/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f96da","contributors":{"authors":[{"text":"Wolcott, Stephen W.","contributorId":93458,"corporation":false,"usgs":true,"family":"Wolcott","given":"Stephen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":226379,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}