{"pageNumber":"1998","pageRowStart":"49925","pageSize":"25","recordCount":68919,"records":[{"id":28097,"text":"wri854215 - 1985 - Estimating annual suspended-sediment loads in the northern and central Appalachian Coal region","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri854215","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4215","title":"Estimating annual suspended-sediment loads in the northern and central Appalachian Coal region","docAbstract":"Multiple-regression equations were developed for estimating the annual suspended-sediment load, for a given year, from small to medium-sized basins in the northern and central parts of the Appalachian coal region. The regression analysis was performed with data for land use, basin characteristics, streamflow, rainfall, and suspended-sediment load for 15 sites in the region.\r\n\r\nTwo variables, the maximum mean-daily discharge occurring within the year and the annual peak discharge, explained much of the variation in the annual suspended-sediment load. Separate equations were developed employing each of these discharge variables.\r\n\r\nStandard errors for both equations are relatively large, which suggests that future predictions will probably have a low level of precision. This level of precision, however, may be acceptable for certain purposes. It is therefore left to the user to asses whether the level of precision provided by these equations is acceptable for the intended application.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854215","usgsCitation":"Koltun, G., 1985, Estimating annual suspended-sediment loads in the northern and central Appalachian Coal region: U.S. Geological Survey Water-Resources Investigations Report 85-4215, iv, 17 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854215.","productDescription":"iv, 17 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121853,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4215/report-thumb.jpg"},{"id":56916,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4215/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcc1b","contributors":{"authors":[{"text":"Koltun, G. F. 0000-0003-0255-2960","orcid":"https://orcid.org/0000-0003-0255-2960","contributorId":49817,"corporation":false,"usgs":true,"family":"Koltun","given":"G. F.","affiliations":[],"preferred":false,"id":199212,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1842,"text":"wsp2254 - 1985 - Study and interpretation of the chemical characteristics of natural water","interactions":[],"lastModifiedDate":"2016-08-10T08:26:03","indexId":"wsp2254","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2254","title":"Study and interpretation of the chemical characteristics of natural water","docAbstract":"<p>The chemical composition of natural water is derived from many different sources of solutes, including gases and aerosols from the atmosphere, weathering and erosion of rocks and soil, solution or precipitation reactions occurring below the land surface, and cultural effects resulting from human activities. Broad interrelationships among these processes and their effects can be discerned by application of principles of chemical thermodynamics. Some of the processes of solution or precipitation of minerals can be closely evaluated by means of principles of chemical equilibrium, including the law of mass action and the Nernst equation. Other processes are irreversible and require consideration of reaction mechanisms and rates. The chemical composition of the crustal rocks of the Earth and the composition of the ocean and the atmosphere are significant in evaluating sources of solutes in natural freshwater.</p>\n<p>The ways in which solutes are taken up or precipitated and the amounts present in solution are influenced by many environmental factors, especially climate, structure and position of rock strata, and biochemical effects associated with life cycles of plants and animals, both microscopic and macroscopic. Taken together and in application with the further influence of the general circulation of all water in the hydrologic cycle, the chemical principles and environmental factors form a basis for the developing science of natural-water chemistry.</p>\n<p>Fundamental data used in the determination of water quality are obtained by the chemical analysis of water samples in the laboratory or onsite sensing of chemical properties in the field. Sampling is complicated by changes in the composition of moving water and by the effects of particulate suspended material. Some constituents are unstable and require onsite determination or sample preservation. Most of the constituents determined are reported in gravimetric units, usually milligrams per liter or milliequivalents per liter.</p>\n<p>More than 60 constituents and properties are included in water analyses frequently enough to provide a basis for consideration of the sources from which each is generally derived, the most probable forms of elements and ions in solution, solubilitycontrols, expected concentration ranges, and other chemical factors. Mechanisms that control concentrations of elements commonly present in amounts less than a few tens of micrograms per liter cannot always be easily ascertained, but present information suggests that many are controlled by solubility of their hydroxides or carbonates or by sorption on solid particles. Many dissolved organic compounds can now be specifically determined.</p>\n<p>Chemical analyses may be grouped and statistically evaluated by means, medians, frequency distributions, or ion correlations to summarize large volumes of data. Graphing of analyses or of groups of analyses aids in showing chemical relationships among water, probable sources of solutes, areal water-quality regimen, temporal and spatial variation, and water-resources evaluation. Graphs may show water type based on chemical composition, relationships among ions, or groups of ions in individual waters or many waters considered simultaneously. The relationships of water quality to hydrogeologic characteristics, such as stream discharge rate or ground-water flow patterns, can be shown by mathematical equations, graphs, and maps.</p>\n<p>About 80 water analyses selected from the literature are tabulated to illustrate the relationships described, and some of these, along with many others that are not tabulated, are also used in demonstrating graphing and mapping techniques.</p>\n<p>Relationships of water composition to source rock type are illustrated by graphs of some of the tabulated analyses. Human activities may modify water composition extensively through direct effects of pollution and indirect results of water development, such as intrusion of seawater in groundwater aquifers.</p>\n<p>Water-quality standards for domestic, agricultural, and industrial use have been published by various agencies. Irrigation project requirements for water quality are particularly intricate.</p>\n<p>Fundamental knowledge of processes that control natural-water composition is required for rational management of water quality.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wsp2254","usgsCitation":"Hem, J.D., 1985, Study and interpretation of the chemical characteristics of natural water (3rd ed.): U.S. Geological Survey Water Supply Paper 2254, Document: xii, 263 p.; 4 Plates: 17.4 x 18.5 inches or smaller, https://doi.org/10.3133/wsp2254.","productDescription":"Document: xii, 263 p.; 4 Plates: 17.4 x 18.5 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":138511,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wsp2254.JPG"},{"id":326296,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2254/plate-2a.pdf","text":"Plate 2-A","linkFileType":{"id":1,"text":"pdf"}},{"id":326295,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2254/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"}},{"id":326297,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2254/plate-2b.pdf","text":"Plate 2-B","linkFileType":{"id":1,"text":"pdf"}},{"id":326298,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2254/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"}},{"id":326299,"rank":7,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/wsp2254/pdf/wsp2254a.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":20,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wsp2254","linkFileType":{"id":5,"text":"html"}}],"edition":"3rd ed.","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699d0d","contributors":{"authors":[{"text":"Hem, John David","contributorId":42577,"corporation":false,"usgs":true,"family":"Hem","given":"John","email":"","middleInitial":"David","affiliations":[],"preferred":false,"id":144239,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1819,"text":"wsp2231 - 1985 - Controls on phosphorus mobility in the Potomac River near the Blue Plains wastewater treatment plant","interactions":[],"lastModifiedDate":"2021-03-25T12:07:35.813684","indexId":"wsp2231","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2231","title":"Controls on phosphorus mobility in the Potomac River near the Blue Plains wastewater treatment plant","docAbstract":"The Blue Plains wastewater treatment plant is the largest point source of phosphorus in the Potomac River basin, discharging an average of 2 metric tons of phosphorus into the river each day in 1980. An intensive study of the water and sediments in the vicinity of the treatment plant was conducted in 1979-80 in order to characterize the major factors controlling the mobility of effluent-derived phosphorus in the area. \r\n\r\nThe transport of phosphorus near the treatment plant was found to be affected by the circulation regime, by inorganic adsorption reactions with sediments, and by metabolic uptake and release by phytoplankton. The effect of river discharge on the convective transport of phosphorus near the outfall is significantly reduced by a mid-river shoal area, which confines the flow path of the effluent to an embayment on the eastern side of the river for a distance of 4 kilometers below the outfall. This embayment appears to serve as a sediment trap, where protection from bottom scour during high-flow events has permitted fine-grained sediments to accumulate. Measurements of mean residence time indicate that the effluent leaves the embayment area 21? days after being discharged from the outfall. \r\n\r\nMeasurements of the linear decay constant for the removal of dissolved phosphorus from the water column reveal a diurnal cycle corresponding to the metabolic utilization of phosphorus by phytoplankton. This cyclic removal is superimposed on a constant and noncyclic adsorption of phosphorus by inorganic phases. Forty-eight hour average values of the linear decay constant for dissolved phosphorus in the area range from 0.4 to 1.1 per day. \r\n\r\nAnalyses of bottom sediments indicate that approximately 13 percent of the phosphorus discharged between September 1977 and August 1980 has been retained in the embayment. The primary inorganic phase responsible for phosphorus adsorption is amorphous iron (ferric oxy-hydroxides); amorphous aluminum and clay minerals appear to play secondary roles. The accumulation of sorbed phosphorus in the embayment has been promoted by the deposition of fine-grained sediments enriched in ferric oxy-hydroxides. Conversely, the absence of ferric oxy-hydroxides in coarse-grained sediments near the outfall has facilitated the precipitation of the ferrous phosphate mineral vivianite.","language":"English","publisher":"U.S. General Printing Office","doi":"10.3133/wsp2231","usgsCitation":"Hearn, 1985, Controls on phosphorus mobility in the Potomac River near the Blue Plains wastewater treatment plant: U.S. Geological Survey Water Supply Paper 2231, v, 46 p., https://doi.org/10.3133/wsp2231.","productDescription":"v, 46 p.","costCenters":[{"id":242,"text":"Eastern Geographic Science Center","active":true,"usgs":true}],"links":[{"id":137053,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2231/report-thumb.jpg"},{"id":27015,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2231/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"District of Columbia, Maryland, Virginia","otherGeospatial":"Potomac River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.07149505615234,\n              38.810419613702024\n            ],\n            [\n              -77.00042724609374,\n              38.810419613702024\n            ],\n            [\n              -77.00042724609374,\n              38.89383860542579\n            ],\n            [\n              -77.07149505615234,\n              38.89383860542579\n            ],\n            [\n              -77.07149505615234,\n              38.810419613702024\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db6856e1","contributors":{"authors":[{"text":"Hearn, Jr. phearn@usgs.gov","contributorId":1950,"corporation":false,"usgs":true,"family":"Hearn","suffix":"Jr.","email":"phearn@usgs.gov","affiliations":[{"id":242,"text":"Eastern Geographic Science Center","active":true,"usgs":true}],"preferred":false,"id":144206,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26278,"text":"wri844341 - 1985 - Ground-water resources of the Natchez area, Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri844341","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4341","title":"Ground-water resources of the Natchez area, Mississippi","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844341","usgsCitation":"Boswell, E.H., and Bednar, G., 1985, Ground-water resources of the Natchez area, Mississippi: U.S. Geological Survey Water-Resources Investigations Report 84-4341, v, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844341.","productDescription":"v, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4341/report-thumb.jpg"},{"id":55088,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4341/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a813","contributors":{"authors":[{"text":"Boswell, E. H.","contributorId":38954,"corporation":false,"usgs":true,"family":"Boswell","given":"E.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196105,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bednar, G.A.","contributorId":94668,"corporation":false,"usgs":true,"family":"Bednar","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":196106,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9437,"text":"ofr8586 - 1985 - Estimation of distributional parameters for censored trace-level water-quality data; II, Verification and applications","interactions":[],"lastModifiedDate":"2012-02-02T00:06:23","indexId":"ofr8586","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-86","title":"Estimation of distributional parameters for censored trace-level water-quality data; II, Verification and applications","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8586","usgsCitation":"Helsel, D., and Gilliom, R.J., 1985, Estimation of distributional parameters for censored trace-level water-quality data; II, Verification and applications: U.S. Geological Survey Open-File Report 85-86, iii, 21 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8586.","productDescription":"iii, 21 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":143455,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0086/report-thumb.jpg"},{"id":37146,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0086/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbb8c","contributors":{"authors":[{"text":"Helsel, D.R.","contributorId":57448,"corporation":false,"usgs":false,"family":"Helsel","given":"D.R.","email":"","affiliations":[{"id":7242,"text":"Wisconsin Department of Natural Resources, Madison, WI, USA","active":true,"usgs":false}],"preferred":false,"id":159682,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilliom, R. J.","contributorId":60650,"corporation":false,"usgs":true,"family":"Gilliom","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":159683,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26190,"text":"wri854120 - 1985 - Water-quality assessment and wastewater-management alternatives for Dardenne Creek in St. Charles County, Missouri","interactions":[],"lastModifiedDate":"2022-02-10T19:54:15.356545","indexId":"wri854120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4120","title":"Water-quality assessment and wastewater-management alternatives for Dardenne Creek in St. Charles County, Missouri","docAbstract":"<p>The quality of water in the 15 mile downstream reach of Dardenne Creek in St. Charles County, Missouri, was assessed to determine if it met the Missouri water quality standards. Concentrations of dissolved oxygen and total ammonia failed to meet water quality standards downstream from the Harvester-Dardenne and St. Peters Wastewater-Treatment Plants. The QUAL-II SEMCOG water quality model was calibrated and verified using two independent data sets from Dardenne Creek. Management alternatives using current, design capacity, and future expansion wastewater discharges from the St. Peters Wastewater-Treatment Plant were evaluated. Results of the computer simulation indicate that a nitrification-type advanced-treatment facility installed at the plant would produce a 5-day carbonaceous biochemical oxygen demand of 10 mg/L. An effluent limit of 5.0 mg/L of 5-day carbonaceous biochemical oxygen demand would further improve the water quality of Dardenne Creek; however, an additional treatment process, such as sand filtration, would be needed to meet this criterion.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854120","usgsCitation":"Berkas, W., and Lodderhose, J.R., 1985, Water-quality assessment and wastewater-management alternatives for Dardenne Creek in St. Charles County, Missouri: U.S. Geological Survey Water-Resources Investigations Report 85-4120, vi, 51 p., https://doi.org/10.3133/wri854120.","productDescription":"vi, 51 p.","costCenters":[],"links":[{"id":395802,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36285.htm"},{"id":54987,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4120/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118720,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4120/report-thumb.jpg"}],"country":"United States","state":"Missouri","county":"St. Charles County","otherGeospatial":"Dardenne Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.667,\n              38.75\n            ],\n            [\n              -90.5,\n              38.75\n            ],\n            [\n              -90.5,\n              38.875\n            ],\n            [\n              -90.667,\n              38.875\n            ],\n            [\n              -90.667,\n              38.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faabf","contributors":{"authors":[{"text":"Berkas, W.R.","contributorId":59808,"corporation":false,"usgs":true,"family":"Berkas","given":"W.R.","affiliations":[],"preferred":false,"id":195960,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lodderhose, J. R.","contributorId":94342,"corporation":false,"usgs":true,"family":"Lodderhose","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195961,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14108,"text":"ofr85483 - 1985 - Progress report on Black Mesa monitoring program, 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:06:54","indexId":"ofr85483","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-483","title":"Progress report on Black Mesa monitoring program, 1984","docAbstract":"The N aquifer is an important source of water in the 5,400 square-mile Black Mesa area on the Navajo and Hopi Indian Reservations. The project is designed to monitor long-term effects on the ground-water resources of the mesa as a result of withdrawals from the aquifer by a strip-mining operation. Withdrawals from the N aquifer by the mine have increased from 95 acre-ft in 1968 to more than 4,000 acre-ft in 1984. Water levels in the confined area of the aquifer have declined as much as 75 feet in some municipal and observation wells within about a 15-mile radius of the mine well field. Part of the drawdown in municipal wells is due to local pumpage. Water levels have not declined in wells tapping the unconfined area of the aquifer. Chemical analysis indicate no significant changes in the quality of water from wells that tap the N aquifer or from springs that discharge from several stratigraphic units, including the N aquifer, since pumping began at the mine. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85483","usgsCitation":"Hill, G.W., 1985, Progress report on Black Mesa monitoring program, 1984: U.S. Geological Survey Open-File Report 85-483, vi, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85483.","productDescription":"vi, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0483/report-thumb.jpg"},{"id":42754,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0483/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65df29","contributors":{"authors":[{"text":"Hill, G. W.","contributorId":85551,"corporation":false,"usgs":true,"family":"Hill","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":168940,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28911,"text":"wri844337 - 1985 - Summary of hydrologic information for the Denver coal region, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri844337","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4337","title":"Summary of hydrologic information for the Denver coal region, Colorado","docAbstract":"A literature review of available hydrologic information for the Denver coal region is presented. Where little information is available, data from the U.S. Geological Survey 's WATSTORE data base are summarized. The information is divided into three categories: surface water, surface water quality, and groundwater. Data generally are lacking on surface water and surface water quality. The effects of man 's activities on streamflow quantity and quality are not known. Considerable literature is available on the major aquifers in the area, but less is known about the shallow groundwater system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844337","usgsCitation":"Norris, J.M., Robson, S.G., and Parker, R.S., 1985, Summary of hydrologic information for the Denver coal region, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4337, v, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844337.","productDescription":"v, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159122,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4337/report-thumb.jpg"},{"id":57781,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57782,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57783,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4337/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69915c","contributors":{"authors":[{"text":"Norris, J. M.","contributorId":87953,"corporation":false,"usgs":true,"family":"Norris","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200605,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robson, S. G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200606,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Parker, R. S.","contributorId":104510,"corporation":false,"usgs":true,"family":"Parker","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200607,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9893,"text":"ofr82770 - 1985 - Spirit Lake dam-failure flood routing assessment","interactions":[],"lastModifiedDate":"2012-02-02T00:06:11","indexId":"ofr82770","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"82-770","title":"Spirit Lake dam-failure flood routing assessment","docAbstract":"Potential clear-water floodflows resulting from uncontrolled breaching by Spirit Lake of a debris dam deposited by the May 18 , 1980, eruption of Mount St. Helens, Washington, were evaluated. U.S. Geological Survey dam-break model K-634 was utilized, first to compute clear-water flood hydrographs for various hypothetical breach scenarios, and then to hydraulically route them downstream to the mouth of the Toutle River. Dam-break computations were obtained for 12 breach-development scenarios. Eight of the scenarios modeled breaches caused by overtopping of the June 1982 crest of the debris dam, while the other four modeled breaches resulting from overtopping of the debris dam at a possible future crest altitude of 3,490 feet. Equal numbers of scenarios, six each, were modeled for breach development durations of 0.25 hour and 1.0 hour. Peak discharges and times of arrival at selected locations for scenarios with breach development durations of 1.0 hour are presented in tables. Peak discharges computed for dam-break scenarios with breach crest widths of 400 feet are almost twice the magnitude of those computed for scenarios identical in all other respects, but with widths of 200 feet. Peak discharges computed for breaches caused by overtopping of the debris dam at an altitude of 3,531.8 feet were generally found to be roughly five times greater than those caused by overtopping at an altitude of 3,490 feet, if the breaches had identical crest elevations and crest widths. Decreases in peak discharge from Spirit Lake to the mouth of the Toutle River ranged from 16 to 26 percent for the scenarios modeled. This lack of significant attenuation is primarily due to the large volume and surface area of Spirit lake (in excess of 360,000 acre-feet and 3,000 acres, respectively, for all scenarios modeled), which result in the continued discharge of high flows long after breach development is complete. The degree of attenuation is also minimized by the generally steep narrow valleys through which the North Fork Toutle and Toutle Rivers flow. Elapsed time from beginning of breach development to arrival of peak discharges at the mouth of the Toutle River ranged from 4.3 to 7.4 hours for the scenarios modeled. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82770","usgsCitation":"Kresch, D., 1985, Spirit Lake dam-failure flood routing assessment: U.S. Geological Survey Open-File Report 82-770, 12 p. ;28 cm., https://doi.org/10.3133/ofr82770.","productDescription":"12 p. ;28 cm.","costCenters":[],"links":[{"id":141193,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0770/report-thumb.jpg"},{"id":37685,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0770/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4b15","contributors":{"authors":[{"text":"Kresch, D. L.","contributorId":52559,"corporation":false,"usgs":true,"family":"Kresch","given":"D. L.","affiliations":[],"preferred":false,"id":160471,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28175,"text":"wri854216 - 1985 - Projected ground-water development, ground-water levels, and stream-aquifer leakage in the South Fork Solomon River Valley between Webster Reservoir and Waconda Lake, north-central Kansas, 1979-2020","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri854216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4216","title":"Projected ground-water development, ground-water levels, and stream-aquifer leakage in the South Fork Solomon River Valley between Webster Reservoir and Waconda Lake, north-central Kansas, 1979-2020","docAbstract":"A two-dimensional finite difference computer model was used to project changes in the potentiometric surface, saturated thickness, and stream aquifer leakage in an alluvial aquifer resulting from four instances of projected groundwater development. The alluvial aquifer occurs in the South Fork Solomon River valley between Webster Reservoir and Waconda Lake in north-central Kansas. In the first two projections, pumpage for irrigation was held constant at 1978 rates throughout the projection period (1979-2020). In the second two projections, the 1978 pumpage was progressively increased each yr through 2020. In the second and fourth projections, surface water diversions in the Osborne Irrigation Canal were decreased by 50 %. For the third and fourth projections, each grid-block in the modeled area was classified initially as one of six types according to whether it represented irrigable or nonirrigable land, to its saturated thickness, to its location inside or outside the canal-river area, and to its pumping rate. The projected base-flow rates (leakage from the aquifer to the river) were lower during the irrigation season (June, July, and August) than during the other months of the yr because of the decline in hydraulic head produced by groundwater pumpage. Stream depletion, calculated as a decrease below the average (1970-78) estimated winter base-flow rate of 16.5 cu ft/sec, varied inversely with base flow. For the first two projections, a constant annual cycle of well pumpage and recharge was used throughout the projection period. Aquifer leakage to the river was nearly constant by the mid-to-late 1990's, implying that flow conditions had attained a stabilized annual cycle. The third and fourth projections never attained an annual stabilized cycle because the irrigation pumpage rate was increased each year. By the early 1980's, the hydraulic head had fallen below river stage, reversing the hydraulic gradient at the stream-aquifer interface and resulting in net leakage from the river to the aquifer during the summer months. By the early 1990 's, the projected potentiometric surface of the aquifer was lower than the river stage even during the winter and spring months. (Author 's abstract)","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri854216","usgsCitation":"Kume, J., Lindgren, R.J., and Stullken, L., 1985, Projected ground-water development, ground-water levels, and stream-aquifer leakage in the South Fork Solomon River Valley between Webster Reservoir and Waconda Lake, north-central Kansas, 1979-2020: U.S. Geological Survey Water-Resources Investigations Report 85-4216, Report: vi, 42 p.; Plate, https://doi.org/10.3133/wri854216.","productDescription":"Report: vi, 42 p.; Plate","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":159288,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4216/report-thumb.jpg"},{"id":57008,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4216/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57009,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4216/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d9a7","contributors":{"authors":[{"text":"Kume, Jack","contributorId":100843,"corporation":false,"usgs":true,"family":"Kume","given":"Jack","email":"","affiliations":[],"preferred":false,"id":199337,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindgren, R. J.","contributorId":70808,"corporation":false,"usgs":true,"family":"Lindgren","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199336,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stullken, L.E.","contributorId":59049,"corporation":false,"usgs":true,"family":"Stullken","given":"L.E.","affiliations":[],"preferred":false,"id":199335,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9905,"text":"ofr8530 - 1985 - An example expert system for the interpretation of depositional environments","interactions":[],"lastModifiedDate":"2012-02-02T00:06:18","indexId":"ofr8530","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-30","title":"An example expert system for the interpretation of depositional environments","docAbstract":"During 1983 the U.S. EPA requested the U.S. Geological Survey and the Missouri Department of Natural Resources to study the geology, water movement, and sediment characteristics of Sugar, Romaine, and Rock Creek basins in Jefferson County, Missouri. The information was needed because the EPA had confirmed the presence of dioxin contamination at Bubbling Spring Horse Arena and on properties in Romaine and Rock Creek basins. Streambed sampling in the upstream reaches of Romaine Creek shows that dioxin is leaving the sites. Because dioxin strongly adsorbs onto fine sediments, it is believed to be transported with the sediments by water erosion. Sediment yields from two sampling sites along Romaine Creek generally were small during base-flow periods; however, instantaneous storm-runoff sediment discharges as large as 1.7 lbs/sec occurred at the downstream site. Typical instantaneous sediment discharges during storm-runoff sampling ranged from &lt;0.1 to 0.5 lb/sec. More than 99% of the suspended sediment was of silt- or clay-size particles (fines); this was true for both base-flow and storm-runoff periods. Suspended sediment collected during the storm of October 20, 1983, was analyzed for dioxin. At the upstream site, the dioxin concentration was 15.3 parts per billion (ppb) in the sediment, but none was detected in the residual water layer at a detection limit of 1 ppb. No dioxin was detected at the downstream site in either the sediment or residual water layer at the 1 ppb detection limit. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8530","usgsCitation":"Krystinik, K.B., 1985, An example expert system for the interpretation of depositional environments: U.S. Geological Survey Open-File Report 85-30, i, 15 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8530.","productDescription":"i, 15 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":142913,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0030/report-thumb.jpg"},{"id":37697,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0030/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db6847b4","contributors":{"authors":[{"text":"Krystinik, K. B.","contributorId":64258,"corporation":false,"usgs":true,"family":"Krystinik","given":"K.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":160490,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27397,"text":"wri854056 - 1985 - Geohydrology and ground-water flow at Verona Well Field, Battle Creek, Michigan","interactions":[],"lastModifiedDate":"2016-09-29T14:31:14","indexId":"wri854056","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4056","title":"Geohydrology and ground-water flow at Verona Well Field, Battle Creek, Michigan","docAbstract":"<p>The city of Battle Creek has 30 wells in the Verona well field capable of yielding 300 to 1,000 gallons per minute each. During summer, total withdrawals are as little as 6,000 gallons per minute. In early 1984, only 9 to 12 of the wells were being used; the remaining wells were contaminated by volatile hydrocarbons.</p><p>Ground water at and near Verona well field generally flows toward Battle Creek River except where directions are altered by pumping. &nbsp;During summer, especially during periods when withdrawals are as much as 12,000 gallons per minute, a large cone of depression develops and water is drawn to the well field from several thousand feet away. &nbsp;During winter, when withdrawals are as little as 6,000 gallons per minute, the cone is smaller.</p><p>Ground-water flow is in three aquifers--a sand and gravel aquifer in deposits of Pleistocene age that overlies upper and lower sandstone aquifers of the Marshall Formation of Mississippian age. Model-simulated data that best matched measured data indicate horizontal hydraulic conductivities ranging from 15 to 110 feet per day for the sand and gravel aquifer, 150 feet per day for the upper sandstone aquifer, and 550 feet per day for the lower sandstone aquifer. &nbsp;Recharge was simulated at rates ranging from 8 to 13 inches per year.</p><p>Model simulations to evaluate the feasibility of installing new supply wells immediately north of the present field indicate that pumping 3,750 gallons per minute from new wells at the site would produce about 7 feet of drawdown in the lower sandstone aquifer in the vicinity of the new wells. Because the new wells tap only the lower sandstone aquifer, the pumping would have little effect on the potentiometric surfaces for the two overlying aquifers.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri854056","collaboration":"Prepared in cooperation with the City of Battle Creek, Michigan","usgsCitation":"Grannemann, N., and Twenter, F.R., 1985, Geohydrology and ground-water flow at Verona Well Field, Battle Creek, Michigan: U.S. Geological Survey Water-Resources Investigations Report 85-4056, vi, 54 p., https://doi.org/10.3133/wri854056.","productDescription":"vi, 54 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":158803,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri854056.jpg"},{"id":318880,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Michigan","city":"Battle Creek","otherGeospatial":"Verona Well Field","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -85.374755859375,\n              42.19291648699529\n            ],\n            [\n              -85.374755859375,\n              42.386951440524854\n            ],\n            [\n              -84.990234375,\n              42.386951440524854\n            ],\n            [\n              -84.990234375,\n              42.19291648699529\n            ],\n            [\n              -85.374755859375,\n              42.19291648699529\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aefe4b07f02db691691","contributors":{"authors":[{"text":"Grannemann, N.G.","contributorId":11221,"corporation":false,"usgs":true,"family":"Grannemann","given":"N.G.","affiliations":[],"preferred":false,"id":198046,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Twenter, F. R.","contributorId":81080,"corporation":false,"usgs":true,"family":"Twenter","given":"F.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198047,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":42354,"text":"ofr85653 - 1985 - Aeromagnetic map of the Beaver Valley area, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:11:11","indexId":"ofr85653","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-653","title":"Aeromagnetic map of the Beaver Valley area, Utah","language":"ENGLISH","doi":"10.3133/ofr85653","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, Aeromagnetic map of the Beaver Valley area, Utah: U.S. Geological Survey Open-File Report 85-653, 2 maps :photocopy ;44 x 66 cm. and 28 x 44 cm., on sheets 61 x 77 cm., https://doi.org/10.3133/ofr85653.","productDescription":"2 maps :photocopy ;44 x 66 cm. and 28 x 44 cm., on sheets 61 x 77 cm.","costCenters":[],"links":[{"id":175668,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":80120,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0653/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":80121,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0653/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db697230","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":530917,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57364,"text":"wdrTX842 - 1985 - Water resources data, Texas, water year 1984; Volume 2. San Jacinto River basin, Brazos River basin, San Bernard River basin, and intervening coastal basins","interactions":[],"lastModifiedDate":"2023-03-07T22:34:50.271795","indexId":"wdrTX842","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"TX-84-2","title":"Water resources data, Texas, water year 1984; Volume 2. San Jacinto River basin, Brazos River basin, San Bernard River basin, and intervening coastal basins","docAbstract":"<p>Surface-water data for the 1984 water year for Texas are presented in three volumes, appropriately identified as to content by river basins. Data in each volume consist of records of stage, discharge, and water quality of streams and canals; and stage, contents, and water quality of lakes and reservoirs. Also included are crest-stage and flood-hydrograph partial-record stations, reconnaissance partial-record stations, and low-flow partial-record stations. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. Records for a few pertinent stations in bordering States are also included. 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 Texas.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrTX842","collaboration":"Prepared in cooperation with the State of Texas and with other agencies","usgsCitation":"Buckner, H., Carrillo, E., and Davidson, H., 1985, Water resources data, Texas, water year 1984; Volume 2. San Jacinto River basin, Brazos River basin, San Bernard River basin, and intervening coastal basins: U.S. Geological Survey Water Data Report TX-84-2, x, 427 p., https://doi.org/10.3133/wdrTX842.","productDescription":"x, 427 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":184282,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1984/tx-84-2/report-thumb.jpg"},{"id":413824,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1984/tx-84-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -103.0517578125,\n              35.003003395276714\n            ],\n            [\n              -103.0517578125,\n              34.06176136129718\n            ],\n            [\n              -102.667236328125,\n              33.797408767572485\n            ],\n            [\n              -101.84326171875,\n              33.4955977448657\n            ],\n            [\n              -101.1181640625,\n              33.073130945006625\n            ],\n            [\n              -100.118408203125,\n              32.602361666817515\n            ],\n            [\n              -98.96484375,\n              31.840232667909365\n            ],\n            [\n              -97.767333984375,\n              30.968189296794247\n            ],\n            [\n              -97.14111328125,\n              30.44867367928756\n            ],\n            [\n              -96.52587890625,\n              29.707139348134145\n            ],\n            [\n              -96.21826171874999,\n              29.219302076779456\n            ],\n            [\n              -95.95458984375,\n              28.545925723233477\n            ],\n            [\n              -95.526123046875,\n              28.70986084394286\n            ],\n            [\n              -95.00976562499999,\n              28.8831596093235\n            ],\n            [\n              -94.757080078125,\n              29.248063243796576\n            ],\n            [\n              -94.85595703125,\n              29.649868677972304\n            ],\n            [\n              -95.03173828125,\n              29.983486718474694\n            ],\n            [\n              -95.614013671875,\n              30.80791068136646\n            ],\n            [\n              -96.35009765625,\n              31.5504526754715\n            ],\n            [\n              -97.086181640625,\n              32.045332838858506\n            ],\n            [\n              -98.06396484375,\n              32.861132322810946\n            ],\n            [\n              -99.2724609375,\n              33.65120829920497\n            ],\n            [\n              -100.72265625,\n              34.243594729697406\n            ],\n            [\n              -101.458740234375,\n              34.615126683462194\n            ],\n            [\n              -103.0517578125,\n              35.003003395276714\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc873","contributors":{"authors":[{"text":"Buckner, H.D.","contributorId":49783,"corporation":false,"usgs":true,"family":"Buckner","given":"H.D.","email":"","affiliations":[],"preferred":false,"id":256808,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carrillo, E.R.","contributorId":77924,"corporation":false,"usgs":true,"family":"Carrillo","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":256809,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davidson, H.J.","contributorId":108177,"corporation":false,"usgs":true,"family":"Davidson","given":"H.J.","email":"","affiliations":[],"preferred":false,"id":256810,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":58914,"text":"mf1761 - 1985 - Map showing Tertiary stratigraphy and structure of the Northern San Joaquin Valley, California","interactions":[],"lastModifiedDate":"2016-08-22T09:36:52","indexId":"mf1761","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1761","title":"Map showing Tertiary stratigraphy and structure of the Northern San Joaquin Valley, California","docAbstract":"<p>This report is a result of recent studies of the Cenozoic stratigraphy and structure of the San Joaquin Valley that were directed at Cenozoic depositional and tectonic history. Most previous work on the Cenozoic has focused on the Quaternary surficial deposits and on the outcrops of older rocks at the margins of the valley, although ground-water resource studies of the upper Cenozoic deposits have used subsurface information (for example, Davis and others, 1959; Croft, 1972). One purpose of this report is to show the distribution and stratigraphic relations of Tertiary units under the valley and represents, in part, an attempt to extend correlations from Tertiary units previously recognized in outcrop at the margins of the valley into the subsurface. A second purpose is to depict the structure of the Tertiary rocks by cross sections and by a structure contour map of a middle Tertiary horizon.</p>\n<p>The emphasis in this report is on the Tertiary rocks of the northern part of the San Joaquin Valley, although pre-Tertiary stratigraphic units are shown on the cross sections where information was available. They serve to emphasize the discordance between the Neogene and the older units. Correlations of units in the Great Valley sequence (Late Jurassic to earliest Tertiary) are based mostly, with some modification, on the work of Hoffman (1964) and Callaway (1964), although the informal stratigraphic names used by those workers are not applied here.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1761","usgsCitation":"Bartow, J., 1985, Map showing Tertiary stratigraphy and structure of the Northern San Joaquin Valley, California: U.S. Geological Survey Miscellaneous Field Studies Map 1761, 2 Plates: 56.27 x 36.16 inches and 49.95 x 40.00 inches, https://doi.org/10.3133/mf1761.","productDescription":"2 Plates: 56.27 x 36.16 inches and 49.95 x 40.00 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":326207,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1761.JPG"},{"id":327140,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1761/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327141,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1761/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"California","otherGeospatial":"Northern San Joaquin Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -121,37 ], [ -121,38 ], [ -120,38 ], [ -120,37 ], [ -121,37 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a94e4b07f02db6589f3","contributors":{"authors":[{"text":"Bartow, J. A.","contributorId":16389,"corporation":false,"usgs":true,"family":"Bartow","given":"J. A.","affiliations":[],"preferred":false,"id":261086,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":54338,"text":"wdrIL841 - 1985 - Water Resources Data, Illinois, Water Year 1984, Vol. 1","interactions":[],"lastModifiedDate":"2012-02-02T00:11:51","indexId":"wdrIL841","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"IL-84-1","title":"Water Resources Data, Illinois, Water Year 1984, Vol. 1","language":"ENGLISH","doi":"10.3133/wdrIL841","usgsCitation":"Stahl, R., Fitzgerald, K.K., Richards, T., and Hayes, P., 1985, Water Resources Data, Illinois, Water Year 1984, Vol. 1: U.S. Geological Survey Water Data Report IL-84-1, NA, https://doi.org/10.3133/wdrIL841.","productDescription":"NA","costCenters":[],"links":[{"id":174368,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb968","contributors":{"authors":[{"text":"Stahl, R.L.","contributorId":35798,"corporation":false,"usgs":true,"family":"Stahl","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":249954,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fitzgerald, K. K.","contributorId":34501,"corporation":false,"usgs":true,"family":"Fitzgerald","given":"K.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":249953,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Richards, T.E.","contributorId":64718,"corporation":false,"usgs":true,"family":"Richards","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":249956,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hayes, P.D.","contributorId":52644,"corporation":false,"usgs":true,"family":"Hayes","given":"P.D.","email":"","affiliations":[],"preferred":false,"id":249955,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":38569,"text":"pp1305 - 1985 - The ground-water flow system in northern Missouri with emphasis on the Cambrian-Ordovician aquifer","interactions":[],"lastModifiedDate":"2012-02-02T00:10:32","indexId":"pp1305","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1305","title":"The ground-water flow system in northern Missouri with emphasis on the Cambrian-Ordovician aquifer","language":"ENGLISH","doi":"10.3133/pp1305","usgsCitation":"Imes, J., 1985, The ground-water flow system in northern Missouri with emphasis on the Cambrian-Ordovician aquifer: U.S. Geological Survey Professional Paper 1305, 61 p.; 1 plate in pocket, https://doi.org/10.3133/pp1305.","productDescription":"61 p.; 1 plate in pocket","costCenters":[],"links":[{"id":104595,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4794.htm","linkFileType":{"id":5,"text":"html"},"description":"4794"},{"id":123229,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1305/report-thumb.jpg"},{"id":65344,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1305/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":65345,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1305/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d5ae","contributors":{"authors":[{"text":"Imes, J. L.","contributorId":61428,"corporation":false,"usgs":true,"family":"Imes","given":"J. L.","affiliations":[],"preferred":false,"id":220083,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48909,"text":"ofr8582 - 1985 - Data on the distribution and abundance of submersed aquatic vegetation in the tidal Potomac River and transition zone of the Potomac Estuary, Maryland, Virginia, and the District of Columbia, 1983-1984","interactions":[],"lastModifiedDate":"2012-02-02T00:10:05","indexId":"ofr8582","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-82","title":"Data on the distribution and abundance of submersed aquatic vegetation in the tidal Potomac River and transition zone of the Potomac Estuary, Maryland, Virginia, and the District of Columbia, 1983-1984","docAbstract":"Data on the distribution and abundance of submerged aquatic vegetation were collected in the tidal Potomac River and transition zone of the Potomac Estuary during 1983 and 1984. Plant species were identifed on transects. Water-quality characteristics measured include temperature, specific conductance, and Secchi depth. Maps were made of the distribution of individual species based on transect samples and a complete shoreline survey. (USGS)","language":"ENGLISH","doi":"10.3133/ofr8582","usgsCitation":"Carter, V., Rybicki, N.B., Anderson, R.T., Trombley, T.J., and Zynjuk, G., 1985, Data on the distribution and abundance of submersed aquatic vegetation in the tidal Potomac River and transition zone of the Potomac Estuary, Maryland, Virginia, and the District of Columbia, 1983-1984: U.S. Geological Survey Open-File Report 85-82, 61 p. : maps ; 28 cm., https://doi.org/10.3133/ofr8582.","productDescription":"61 p. : maps ; 28 cm.","costCenters":[],"links":[{"id":161760,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0082/report-thumb.jpg"},{"id":85802,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c834","contributors":{"authors":[{"text":"Carter, Virginia","contributorId":12018,"corporation":false,"usgs":true,"family":"Carter","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":238549,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rybicki, N. B.","contributorId":97504,"corporation":false,"usgs":true,"family":"Rybicki","given":"N.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":238553,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Anderson, R. T.","contributorId":17614,"corporation":false,"usgs":true,"family":"Anderson","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":238550,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Trombley, T. J.","contributorId":75161,"corporation":false,"usgs":true,"family":"Trombley","given":"T.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":238552,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Zynjuk, G.L.","contributorId":36182,"corporation":false,"usgs":true,"family":"Zynjuk","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":238551,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":41869,"text":"ofr85751 - 1985 - Aeromagnetic map of the High Rock Lake area, northwestern Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:11:08","indexId":"ofr85751","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-751","title":"Aeromagnetic map of the High Rock Lake area, northwestern Nevada","language":"ENGLISH","doi":"10.3133/ofr85751","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, Aeromagnetic map of the High Rock Lake area, northwestern Nevada: U.S. Geological Survey Open-File Report 85-751, 1 map :photocopy ;97 x 68 cm., on sheet 122 x 77 cm., https://doi.org/10.3133/ofr85751.","productDescription":"1 map :photocopy ;97 x 68 cm., on sheet 122 x 77 cm.","costCenters":[],"links":[{"id":175871,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79599,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0751/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db6921cc","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":530674,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1818,"text":"wsp2206 - 1985 - Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","interactions":[{"subject":{"id":48536,"text":"ofr801022 - 1980 - Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","indexId":"ofr801022","publicationYear":"1980","noYear":false,"title":"Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico"},"predicate":"SUPERSEDED_BY","object":{"id":1818,"text":"wsp2206 - 1985 - Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","indexId":"wsp2206","publicationYear":"1985","noYear":false,"title":"Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp2206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"2206","title":"Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico","docAbstract":"An aquifer test was designed and conducted in the anisotropic dipping beds of the Tesuque Formation on the Tesuque Pueblo Grant, New Mexico. The three-dimensional digital model used to analyze the test approximated the response to the test. The analysis of the geohydrology of the test site in combination with the model calibration has provided estimates of average aquifer characteristics for the group of beds penetrated at the test site; the hydraulic conductivity parallel to the beds is about 2 feet per day, the hydraulic conductivity normal to the beds is about 0.0001 foot per day or lower, the specific yield is about 0.15, and the specific storage is about 2 x 10 -6 per foot.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2206","usgsCitation":"Hearne, G.A., 1985, Simulation of an aquifer test on the Tesuque Pueblo Grant, New Mexico: U.S. Geological Survey Water Supply Paper 2206, iv, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2206.","productDescription":"iv, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2206/report-thumb.jpg"},{"id":27014,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2206/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db64859a","contributors":{"authors":[{"text":"Hearne, Glenn A.","contributorId":50882,"corporation":false,"usgs":true,"family":"Hearne","given":"Glenn","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144205,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":32584,"text":"pp1333 - 1985 - An approach for appraising the accuracy of suspended-sediment data","interactions":[],"lastModifiedDate":"2012-02-02T00:09:17","indexId":"pp1333","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1333","title":"An approach for appraising the accuracy of suspended-sediment data","docAbstract":"Procedures are presented for appraising the accuracy of suspended-sediment data. Types of errors involved are sampling error, spatial error, temporal error, and sediment-discharge error. The standard error of estimate is used to represent errors. Suspended-sediment data for 17 U.S. Geological Survey gaging stations in Arizona, California, Nebraska, New Mexico, Pennsylvania, and Washington are used in applications of the procedures. For the study sites, the magnitudes of the different types of error apparently vary directly with percentage of sediment-water mixture that is sand; when the percentage sand is relatively high, magnitudes of the different types of error have a relatively wide range. For seven sites of the Sacramento River , Calif., and its tributaries, the standard sampling error apparently can range from 2.5 percent when percentage sand is relatively low to 20 percent when percentage sand is relatively high. For 16 sites in Arizona, California, Nebraska, New Mexico, and Pennsylvania, the coefficient of variation for concentrations of suspended sediment across streams apparently can range from 2.5 percent (low percentage sand) to 70 percent (high percentage sand). (USGS)","language":"ENGLISH","doi":"10.3133/pp1333","usgsCitation":"Burkham, D., 1985, An approach for appraising the accuracy of suspended-sediment data: U.S. Geological Survey Professional Paper 1333, 18 p., https://doi.org/10.3133/pp1333.","productDescription":"18 p.","costCenters":[],"links":[{"id":123507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1333/report-thumb.jpg"},{"id":60410,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1333/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db6855e9","contributors":{"authors":[{"text":"Burkham, D. E.","contributorId":97073,"corporation":false,"usgs":true,"family":"Burkham","given":"D. E.","affiliations":[],"preferred":false,"id":208733,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44462,"text":"wri854041 - 1985 - Potentiometric map of the Ripley aquifers in Northeastern Mississippi, fall 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:10:09","indexId":"wri854041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4041","title":"Potentiometric map of the Ripley aquifers in Northeastern Mississippi, fall 1982","language":"ENGLISH","doi":"10.3133/wri854041","usgsCitation":"Darden, D., 1985, Potentiometric map of the Ripley aquifers in Northeastern Mississippi, fall 1982: U.S. Geological Survey Water-Resources Investigations Report 85-4041, 1 map : col. ; 38 x 29 cm., on sheet 58 x 56 cm., folded in envelope 28 x 23 cm., https://doi.org/10.3133/wri854041.","productDescription":"1 map : col. ; 38 x 29 cm., on sheet 58 x 56 cm., folded in envelope 28 x 23 cm.","costCenters":[],"links":[{"id":162059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4041/report-thumb.jpg"},{"id":81789,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db6831d9","contributors":{"authors":[{"text":"Darden, Daphne","contributorId":12489,"corporation":false,"usgs":true,"family":"Darden","given":"Daphne","email":"","affiliations":[],"preferred":false,"id":229813,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":43271,"text":"ofr85324 - 1985 - Land use and land cover and associated maps for Mena, Arkansas; Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:10:26","indexId":"ofr85324","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-324","title":"Land use and land cover and associated maps for Mena, Arkansas; Oklahoma","language":"ENGLISH","doi":"10.3133/ofr85324","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1985, Land use and land cover and associated maps for Mena, Arkansas; Oklahoma: U.S. Geological Survey Open-File Report 85-324, maps :photocopy ;56 x 93 cm., on sheets 76 x 107 cm., https://doi.org/10.3133/ofr85324.","productDescription":"maps :photocopy ;56 x 93 cm., on sheets 76 x 107 cm.","costCenters":[],"links":[{"id":172417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0d3a","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":531079,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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