{"pageNumber":"1845","pageRowStart":"46100","pageSize":"25","recordCount":68934,"records":[{"id":47478,"text":"b1875C - 1989 - North American Datum of 1983, map data conversion tables; Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:10:47","indexId":"b1875C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1875","chapter":"C","title":"North American Datum of 1983, map data conversion tables; Alaska","language":"ENGLISH","doi":"10.3133/b1875C","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1989, North American Datum of 1983, map data conversion tables; Alaska: U.S. Geological Survey Bulletin 1875, p. C1-C355, https://doi.org/10.3133/b1875C.","productDescription":"p. C1-C355","costCenters":[],"links":[{"id":94032,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1875c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":172279,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1875c/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a857c","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":531746,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16543,"text":"ofr89243 - 1989 - Hydraulic characteristics of the New River in the New River Gorge National River, West Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:07:17","indexId":"ofr89243","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-243","title":"Hydraulic characteristics of the New River in the New River Gorge National River, West Virginia","docAbstract":"Traveltime, dispersion, water-surface and streambed profiles, and cross-section data were collected for use in application of flow and solute-transport models to the New River in the New River Gorge National River, West Virginia. Dye clouds subjected to increasing and decreasing flow rates (unsteady flow) showed that increasing flows shorten the cloud and decreasing flows lengthen the cloud. After the flow rate was changed and the flow was again steady, traveltime and dispersion characteristics were determined by the new rate of flow. Seven stage/streamflow relations identified the general changes of stream geometry throughout the study reach. Channel cross sections were estimated for model input. Low water and streambed profiles were developed from surveyed water surface elevations and water depths. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies can be purchased from U.S. Geological Survey Books and Open-File Reports,","doi":"10.3133/ofr89243","usgsCitation":"Wiley, J., and Appel, D.H., 1989, Hydraulic characteristics of the New River in the New River Gorge National River, West Virginia: U.S. Geological Survey Open-File Report 89-243, iv, 34 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89243.","productDescription":"iv, 34 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":150543,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0243/report-thumb.jpg"},{"id":45529,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0243/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a2ff","contributors":{"authors":[{"text":"Wiley, J.B.","contributorId":76739,"corporation":false,"usgs":true,"family":"Wiley","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":173024,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Appel, David H.","contributorId":45290,"corporation":false,"usgs":true,"family":"Appel","given":"David","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":173023,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":16509,"text":"ofr8956 - 1989 - Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow","interactions":[{"subject":{"id":16509,"text":"ofr8956 - 1989 - Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow","indexId":"ofr8956","publicationYear":"1989","noYear":false,"title":"Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow"},"predicate":"SUPERSEDED_BY","object":{"id":4726,"text":"twri03B7 - 1992 - Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow","indexId":"twri03B7","publicationYear":"1992","noYear":false,"title":"Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow"},"id":1}],"supersededBy":{"id":4726,"text":"twri03B7 - 1992 - Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow","indexId":"twri03B7","publicationYear":"1992","noYear":false,"title":"Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow"},"lastModifiedDate":"2018-11-08T10:17:01","indexId":"ofr8956","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-56","title":"Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow","docAbstract":"<p>Analytical solutions to the advective-dispersive solute-transport equation are useful in predicting the fate of solutes in ground water. Analytical solutions compiled from available literature or derived by the author are presented in this report for a variety of boundary condition types and solute-source configurations in one-, two-, and three-dimensional systems with uniform ground-water flow. A set of user-oriented computer programs was created to evaluate these solutions and to display the results in tabular and computer-graphics format. These programs incorporate many features that enhance their accuracy, ease of use, and versatility. Documentation for the programs describes their operation and required input data, and presents the results of sample problems. Derivations of select solutions, source codes for the computer programs, and samples of program input and output also are included.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8956","usgsCitation":"Wexler, E.J., 1989, Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow: U.S. Geological Survey Open-File Report 89-56, xii, 250 p., https://doi.org/10.3133/ofr8956.","productDescription":"xii, 250 p.","numberOfPages":"267","costCenters":[],"links":[{"id":148561,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0056/report-thumb.jpg"},{"id":359312,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acbe4b07f02db67e388","contributors":{"authors":[{"text":"Wexler, Eliezer J.","contributorId":99963,"corporation":false,"usgs":true,"family":"Wexler","given":"Eliezer","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":172969,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57509,"text":"wdrIN881 - 1989 - Water resources data for Indiana, water year 1988","interactions":[],"lastModifiedDate":"2014-06-11T13:26:48","indexId":"wdrIN881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"IN-88-1","title":"Water resources data for Indiana, water year 1988","docAbstract":"Water resources data for the 1988 water year for Indiana consist of records of\ndischarge, stage, and water quality of streams and wells; reservoir stage and contents;\nand water levels in lakes and wells. This report contains records of discharge for 176\nstream-gaging stations, stage for 4 stream stations, stage and contents for 1 reservoir,\nwater quality for 3 streams and 2 observation wells, and water levels for 79 lakes and\n88 observation wells. Also included are records of peak flows for 23 crest-stage,\npartial-record stations. Additional water data were collected at various sites, not\npart of the systematic data-collection program, and are shown as miscellaneous measurements.\nThese data represent that part of the National Water Data System operated by the\nU.S. Geological Survey in Indiana in cooperation with State and Federal agencies.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrIN881","collaboration":"Prepared in cooperation with the State of Indiana and with other agencies","usgsCitation":"Glatfelter, D.R., Thompson, R.E., and Nell, G.E., 1989, Water resources data for Indiana, water year 1988: U.S. Geological Survey Water Data Report IN-88-1, xv, 331 p., https://doi.org/10.3133/wdrIN881.","productDescription":"xv, 331 p.","numberOfPages":"351","temporalStart":"1987-10-01","temporalEnd":"1988-09-30","costCenters":[],"links":[{"id":288344,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288343,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/in-88-1/report.pdf"}],"country":"United States","state":"Indiana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.0979,37.7717 ], [ -88.0979,41.7607 ], [ -84.7847,41.7607 ], [ -84.7847,37.7717 ], [ -88.0979,37.7717 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd038","contributors":{"authors":[{"text":"Glatfelter, Dale R.","contributorId":59011,"corporation":false,"usgs":true,"family":"Glatfelter","given":"Dale","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":257211,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thompson, Ronald E. Jr.","contributorId":74819,"corporation":false,"usgs":true,"family":"Thompson","given":"Ronald","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":257212,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nell, Graham E.","contributorId":7774,"corporation":false,"usgs":true,"family":"Nell","given":"Graham","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":257210,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":16338,"text":"ofr8948 - 1989 - Listings of model input values for the modular, three-dimensional, finite-difference, ground-water flow model of the Tesugue aquifer system in northern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:07:11","indexId":"ofr8948","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-48","title":"Listings of model input values for the modular, three-dimensional, finite-difference, ground-water flow model of the Tesugue aquifer system in northern New Mexico","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8948","usgsCitation":"Umari, A., 1989, Listings of model input values for the modular, three-dimensional, finite-difference, ground-water flow model of the Tesugue aquifer system in northern New Mexico: U.S. Geological Survey Open-File Report 89-48, iii, 7 p. ;28 cm., https://doi.org/10.3133/ofr8948.","productDescription":"iii, 7 p. ;28 cm.","costCenters":[],"links":[{"id":149549,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0048/report-thumb.jpg"},{"id":45261,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f0c","contributors":{"authors":[{"text":"Umari, Amjad M.J.","contributorId":72806,"corporation":false,"usgs":false,"family":"Umari","given":"Amjad M.J.","affiliations":[],"preferred":false,"id":172681,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28280,"text":"wri884031 - 1989 - Water-resources appraisal of the Lake Traverse Indian Reservation in South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri884031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4031","title":"Water-resources appraisal of the Lake Traverse Indian Reservation in South Dakota","docAbstract":"The water resources within the Lake Traverse Indian Reservation consist of streams, lakes, wetlands, and groundwater stored in alluvium and glacial outwash deposits. Streamflow may cease during dry periods and during the winter. Lakes and ponds within the reservation are found predominantly within an internally drained basin. Dissolved-solids concentrations in the lakes generally range from 500 to 10,000 mg/L. Dissolved-solids concentrations in the streams generally ranging from 500 to 1 ,000 mg/L. However, nutrient concentrations tend to be larger than natural background levels in both lakes and streams and indicate unidentified sources of nutrients that effect the quality of water. Major development of surface-water resources is hindered by the lack of storage capacity within the numerous lakes, the lack of sustained streamflow, and the lack of suitable sites for construction or reservoirs. Water within the Coteau des Prairies, a glacial upland, occurs in outwash deposits. The sand and gravel deposits in the Coteau may be as thick as 70 ft. The quality of water from these aquifers generally is suitable for most uses, with calcium, magnesium, and bicarbonate the dominant ions. Water in sand and gravel deposits within the Red River and Minnesota River lowlands tends to have larger concentrations of dissolved solids than the sand and gravel deposits in the Coteau des Prairies. The quality of water in these deposits tends to be more mineralized than water in the sand and gravel deposits in the Coteau des Prairies. The regional flow of groundwater generally is to the east towards the Minnesota and Red River basins and west in the Coteau des Prairies. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884031","usgsCitation":"Lawrence, S., 1989, Water-resources appraisal of the Lake Traverse Indian Reservation in South Dakota: U.S. Geological Survey Water-Resources Investigations Report 88-4031, v, 42 p. :ill. ;28 cm., https://doi.org/10.3133/wri884031.","productDescription":"v, 42 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123320,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4031/report-thumb.jpg"},{"id":57100,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4031/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47e6e4b07f02db4bbbcf","contributors":{"authors":[{"text":"Lawrence, S.J.","contributorId":67922,"corporation":false,"usgs":true,"family":"Lawrence","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":199521,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1427,"text":"wsp2288 - 1989 - Ground-water hydrology of the central Raton Basin, Colorado and New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp2288","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2288","title":"Ground-water hydrology of the central Raton Basin, Colorado and New Mexico","docAbstract":"The watersheds of the Purgatoire and Apishapa Rivers contain most of the public coal lands in the Raton Basin. The U.S. Geological Survey, in cooperation with the U.S. Bureau of Land Management, investigated the hydrogeology of this area from 1978 to 1982, inventorying 231 wells, 38 springs, and 6 mines, and collecting ground-water samples from 71 sites. \r\n\r\nThe Raton Basin is an asymmetrical trough, containing 10,000 to 25,000 feet of sedimentary rocks that range in age from Pennsylvanian to Eocene. These rocks are intruded by Miocene igneous rocks, covered with Pleistocene and Holocene alluvium on pediments and in stream valleys, and underlain by Precambrian crystalline rocks. Bituminous coal occurs in the Vermejo and Raton Formations of Cretaceous and Paleocene age. Virtually all of the sedimentary rocks transmit water. \r\n\r\nStream alluvium is the most productive aquifer. Bedrock aquifers have smaller yields but greater distribution. The principal bedrock aquifers are the Cuchara-Poison Canyon and the Raton-Vermejo-Trinidad. Other formations are nearly impermeable or too deep to be utilized economically. The Cuchara-Poison Canyon aquifer provides small, nonsustainable yields to wells. Sandstone and coal layers in the Raton-Vermejo-Trinidad aquifer provide small, sustainable yields, but many of these beds are lenticular and can be missed easily by wells. \r\n\r\nWater in alluvium typically is less mineralized than in bedrock but more susceptible to contamination. Sodium and calcium bicarbonate waters predominate in the area, but sodium chloride water commonly occurs in the Cuchara-Poison Canyon aquifer and may occur in the Pierre Shale. Plumes of sulfate-enriched water extend from coal mines into bedrock and alluvial aquifers. Dissolved-solids concentrations range from less than 500 milligrams per liter in calcium bicarbonate water to more than 1,500 milligrams per liter in sulfate and chloride waters. Much of the ground water is hard. Nitrogen is enriched in shallow ground water, and fluoride is enriched in deeper ground water. Levels of iron, manganese, zinc, and selenium locally exceed standards for domestic consumption.\r\n\r\nThe Purgatoire River and its tributaries are predominantly gaining streams, but losing reaches occur. Water quality in streams is affected by tributary inflows, mine discharge, contact with and seepage from tailings, groundwater seepage, diversion ditches, and changes in stage. Ground water flows regionally from west to east and locally from stream divides to valleys. Depths to water vary from 500 feet beneath divides to less than 100 feet in valleys. Springs typically develop where valleys intersect the water table, at or below the contact between the Poison Canyon and Raton Formations, and in stream channels that are crossed by dikes or sills or underlain by shallow bedrock. Most of the water in regional circulation discharges into surface drainages before reaching the east side of the basin. Groundwater supplies probably are insufficient for expanded settlement and coal mining.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2288","usgsCitation":"Geldon, A.L., 1989, Ground-water hydrology of the central Raton Basin, Colorado and New Mexico: U.S. Geological Survey Water Supply Paper 2288, vii, 81 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2288.","productDescription":"vii, 81 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":137863,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2288/report-thumb.jpg"},{"id":26531,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2288/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668b78","contributors":{"authors":[{"text":"Geldon, Arthur L.","contributorId":16395,"corporation":false,"usgs":true,"family":"Geldon","given":"Arthur","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":143725,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":956,"text":"wsp2339 - 1989 - Guide for selecting Manning's roughness coefficients for natural channels and flood plains","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp2339","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"2339","title":"Guide for selecting Manning's roughness coefficients for natural channels and flood plains","docAbstract":"Although much research has been done on Manning's roughness coefficient, n, for stream channels, very little has been done concerning the roughness values for densely vegetated flood plains. The n value is determined from the values of the factors that affect the roughness of channels and flood plains. In densely vegetated flood plains, the major roughness is caused by trees, vines, and brush. The n value for this type of flood plain can be determined by measuring the vegetation density of the flood plain. \r\n\r\nPhotographs of flood-plain segments where n values have been verified can be used as a comparison standard to aid in assigning n values to similar flood plains.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2339","usgsCitation":"Arcement, G.J., and Schneider, V.R., 1989, Guide for selecting Manning's roughness coefficients for natural channels and flood plains: U.S. Geological Survey Water Supply Paper 2339, v, 38 p. :ill. (some col.) ;28 cm., https://doi.org/10.3133/wsp2339.","productDescription":"v, 38 p. :ill. (some col.) ;28 cm.","costCenters":[],"links":[{"id":138076,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2339/report-thumb.jpg"},{"id":25478,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2339/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db6515fe","contributors":{"authors":[{"text":"Arcement, George J. garcemen@usgs.gov","contributorId":3101,"corporation":false,"usgs":true,"family":"Arcement","given":"George","email":"garcemen@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":142914,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, Verne R. vrschnei@usgs.gov","contributorId":279,"corporation":false,"usgs":true,"family":"Schneider","given":"Verne","email":"vrschnei@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":142913,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":54331,"text":"wdrIL882 - 1989 - Water Resources Data, Illinois, Water Year 1988, Vol. 2","interactions":[],"lastModifiedDate":"2012-02-02T00:11:51","indexId":"wdrIL882","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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-88-2","title":"Water Resources Data, Illinois, Water Year 1988, Vol. 2","language":"ENGLISH","doi":"10.3133/wdrIL882","usgsCitation":"Coupe, R., Hayes, P., Richards, T., and Stahl, R., 1989, Water Resources Data, Illinois, Water Year 1988, Vol. 2: U.S. Geological Survey Water Data Report IL-88-2, NA, https://doi.org/10.3133/wdrIL882.","productDescription":"NA","costCenters":[],"links":[{"id":174270,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb954","contributors":{"authors":[{"text":"Coupe, R.H.","contributorId":84778,"corporation":false,"usgs":true,"family":"Coupe","given":"R.H.","affiliations":[],"preferred":false,"id":249928,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hayes, P.D.","contributorId":52644,"corporation":false,"usgs":true,"family":"Hayes","given":"P.D.","email":"","affiliations":[],"preferred":false,"id":249926,"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":249927,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Stahl, R.L.","contributorId":35798,"corporation":false,"usgs":true,"family":"Stahl","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":249925,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":26612,"text":"wri894020 - 1989 - Ground-water resources of Williams County, Ohio, 1984-86","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri894020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4020","title":"Ground-water resources of Williams County, Ohio, 1984-86","docAbstract":"This report presents the results of a county-wide ground-water appraisal of Williams County, a mostly agricultural county of more than 36,000 people that is undergoing gradual commercial and industrial development. Most of the County's ground water is in the 80-to 320-foot thick cap of unconsolidated glacial sediments. The underlying Mississippian and older bedrock units are mostly Wisconsin till containing discontinuous lenses of sand and gravel. Two end moraines that cross the County form low northeast-southwest-trending ridges. Ground moraine covers the rest of the County except for fine sand and silt lacustrine sediments in the southeastern corner.The water-bearing sand and gravel bodies appear to be thickest and most widespread in the end moraines and thinnest and more localized in the lacustrine sediments. A generally productive (up to 1,000 gallons per minute) zone of sand and gravel and broken, weathered rock is present in places at the contact of the unconsolidated sediments and the shale.\r\n\r\nA study of well logs and aquifer tests shows that well yields of 500 gallons per minute are possible over all but the southeastern corner of the County. Transmissivities range from 2,800 to more than 64,300 feet squared per day. Storage coefficients that range from 0.0001 to 0.00038 indicate confined to semiconfined conditions.\r\n\r\nA gently southeast-sloping water-level surface was identified by measuring water levels in an 87-well network. A potentiometric-surface map constructed from these water-level measurements shows a fairly consistent gradient of 10 to 30 feet per mile across the County, which indicates that the unconsolidated sediments, on a large scale, act as one aquifer. Ground water flows toward the southeast. The recharge area for the ground-water system includes Williams County, and the area just to the northwest of Williams County, whereas the discharge areas are mainly the streams within and to the southeast of the County.\r\n\r\nWater quality in the unconsolidated sediments was evaluated through the analysis of samples from 48 wells. The predominately calcium magnesium bicarbonate type water generally is suitable for most uses, but is hard and high in iron. The median pH is 7.6, the median specific conductance is 600 microsiemens per centimeter, the median iron concentration is 1.4 milligrams per liter, and the median hardness (as CaCO3) is 290 milligrams per liter. Water in the southeastern corner of the County contains more sodium than elsewhere in the County. Seasonal variations in the ground-water quality are small. Analysis of four samples showed the water quality of area streams at base flow to be very similar, although slightly more dilute and less hard than the ground water.","language":"ENGLISH","publisher":"U. S. Geological Survey ;\r\nCopies can be purchased from U.S. Geological Survey Books and Open-File Reports,","doi":"10.3133/wri894020","usgsCitation":"Coen, A.W., 1989, Ground-water resources of Williams County, Ohio, 1984-86: U.S. Geological Survey Water-Resources Investigations Report 89-4020, ix, 95 p. :ill. (some col), maps ;28 cm., https://doi.org/10.3133/wri894020.","productDescription":"ix, 95 p. :ill. (some col), maps ;28 cm.","costCenters":[],"links":[{"id":124922,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4020/report-thumb.jpg"},{"id":55481,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4020/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55482,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4020/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55483,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4020/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55484,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4020/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55485,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4020/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55486,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d52d","contributors":{"authors":[{"text":"Coen, A. W. III","contributorId":104084,"corporation":false,"usgs":true,"family":"Coen","given":"A.","suffix":"III","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196705,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44375,"text":"wri874181 - 1989 - Corrosive ground water in the Kirkwood-Cohansey aquifer system in the vicinity of Ocean County, east-central New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:11:03","indexId":"wri874181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"87-4181","title":"Corrosive ground water in the Kirkwood-Cohansey aquifer system in the vicinity of Ocean County, east-central New Jersey","docAbstract":"Corrosive groundwater, which has been linked to trace-metal leaching from plumbing materials in Europe and the United States , has been identified in the Coastal Plain of New Jersey. The corrosiveness of groundwater in the Kirkwood-Cohansey aquifer system in New Jersey has been estimated by calculating values for the Aggressive Index, using groundwater chemistry data. A contour map of Aggressive-Index values shows that groundwater is very corrosive in the vicinity of Ocean County, New Jersey. Areas with the least corrosive water are generally along the coast, whereas areas with the most corrosive water are farther inland. (USGS)","language":"ENGLISH","doi":"10.3133/wri874181","usgsCitation":"Kish, G.R., Barringer, J., and Ulery, R.L., 1989, Corrosive ground water in the Kirkwood-Cohansey aquifer system in the vicinity of Ocean County, east-central New Jersey: U.S. Geological Survey Water-Resources Investigations Report 87-4181, 1 map : col. ; 91 x 112 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/wri874181.","productDescription":"1 map : col. ; 91 x 112 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":168926,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81664,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4181/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68440a","contributors":{"authors":[{"text":"Kish, George R. gkish@usgs.gov","contributorId":1329,"corporation":false,"usgs":true,"family":"Kish","given":"George","email":"gkish@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":229660,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barringer, Julia L.","contributorId":59419,"corporation":false,"usgs":true,"family":"Barringer","given":"Julia L.","affiliations":[],"preferred":false,"id":229662,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ulery, Randy L. rlulery@usgs.gov","contributorId":4679,"corporation":false,"usgs":true,"family":"Ulery","given":"Randy","email":"rlulery@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":229661,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":19581,"text":"ofr89232 - 1989 - Hydrographs of water levels in observation wells in Idaho, 1982-88","interactions":[],"lastModifiedDate":"2013-11-12T14:12:02","indexId":"ofr89232","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-232","title":"Hydrographs of water levels in observation wells in Idaho, 1982-88","docAbstract":"Hydrographs of water levels in 515 observation wells in the statewide monitoring network for the period 1982-88 are compiled for convenient use. The monitoring network is operated by the U.S. Geological Survey in cooperation with the Idaho Department of Water Resources, U.S. Bureau of Reclamation, and other Federal and State agencies.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boise, ID","doi":"10.3133/ofr89232","usgsCitation":"Jones, M., and Tungate, A.M., 1989, Hydrographs of water levels in observation wells in Idaho, 1982-88: U.S. Geological Survey Open-File Report 89-232, ii, 330 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr89232.","productDescription":"ii, 330 p. ill., maps ;28 cm.","numberOfPages":"317","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":152034,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0232/report-thumb.jpg"},{"id":49053,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0232/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Idaho","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.24,41.99 ], [ -117.24,49.0 ], [ -111.04,49.0 ], [ -111.04,41.99 ], [ -117.24,41.99 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6146a1","contributors":{"authors":[{"text":"Jones, Michael L.","contributorId":7219,"corporation":false,"usgs":false,"family":"Jones","given":"Michael L.","affiliations":[{"id":6590,"text":"Department of Fisheries and Wildlife, Michigan State University","active":true,"usgs":false}],"preferred":false,"id":181157,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tungate, Annette M.","contributorId":53835,"corporation":false,"usgs":true,"family":"Tungate","given":"Annette","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":181158,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29955,"text":"wri894026 - 1989 - Summary and use of selected fluvial sediment-discharge formulas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri894026","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4026","title":"Summary and use of selected fluvial sediment-discharge formulas","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nOpen-File Services Section, Western Distribution Branch,","doi":"10.3133/wri894026","usgsCitation":"Stevens, H., and Yang, C.T., 1989, Summary and use of selected fluvial sediment-discharge formulas: U.S. Geological Survey Water-Resources Investigations Report 89-4026, 121 p.  :ill. ;28 cm., https://doi.org/10.3133/wri894026.","productDescription":"121 p.  :ill. ;28 cm.","costCenters":[],"links":[{"id":159832,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4026/report-thumb.jpg"},{"id":58774,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4026/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6996d7","contributors":{"authors":[{"text":"Stevens, H.H. Jr.","contributorId":104874,"corporation":false,"usgs":true,"family":"Stevens","given":"H.H.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":202424,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yang, Chih Ted","contributorId":51798,"corporation":false,"usgs":true,"family":"Yang","given":"Chih","email":"","middleInitial":"Ted","affiliations":[],"preferred":false,"id":202423,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26233,"text":"wri884236 - 1989 - Flood of January 1982 in the San Francisco Bay area, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"wri884236","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4236","title":"Flood of January 1982 in the San Francisco Bay area, California","docAbstract":"A major winter storm originating over the Pacific Ocean moved through central California in early January 1982. As much as 16 inches of rain fell in Marin County and 25 inches in the mountains bordering Santa Cruz County. The storm of January 3-5, 1982 had a stable atmospheric structure, and the layer of moist maritime air was confined to altitudes between 50 and 700 ft; this phenomenon caused the rain to fall most heavily along the lower slopes of the coastal mountains. As a result of antecedent rainfall, streamflow in the San Francisco Bay area exceeded normal from the end of October to the end of December 1981. For most streams, the January 1982 flood was the largest since the flood of December 1955, but it was not significantly large in comparison with historic peak-flow data. Damages associated with the storm were substantial, but flooding from stream runoff was not the major problem. Greater than normal antecedent rainfall, together with the prolonged heavy rain, liquified the supersaturated soil cover and caused numerous slope failures and debris flows on steep, unstable slopes. The median recurrence interval of the 1982 peak for 66 streamflow-gaging stations in the San Francisco Bay area is 10 years; for the 1955 flood, the median recurrence interval for 16 stations is 11 years. Streams with highest unit peak runoff were in the Santa Cruz Mountains and North Bay subareas. Median recurrence intervals of flood volumes for durations of 1, 3, and 8 consecutive days during the January 1982 flood are 18, 11, and 8; these recurrence intervals are comparable to those of the December 1955 flood, which are 13 , 16, and 14 years. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884236","usgsCitation":"Blodgett, J.C., and Chin, E., 1989, Flood of January 1982 in the San Francisco Bay area, California: U.S. Geological Survey Water-Resources Investigations Report 88-4236, v, 46 p. :ill., map ;28 cm., https://doi.org/10.3133/wri884236.","productDescription":"v, 46 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":126320,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4236/report-thumb.jpg"},{"id":55032,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4236/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55033,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4236/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7523","contributors":{"authors":[{"text":"Blodgett, J. C.","contributorId":32154,"corporation":false,"usgs":true,"family":"Blodgett","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":196029,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chin, E.H.","contributorId":48212,"corporation":false,"usgs":true,"family":"Chin","given":"E.H.","email":"","affiliations":[],"preferred":false,"id":196030,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26251,"text":"wri884184 - 1989 - Ground-water inflow to the Deschutes River near the Warm Springs Indian Reservation, Oregon, August 1985","interactions":[],"lastModifiedDate":"2017-02-07T08:22:16","indexId":"wri884184","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4184","title":"Ground-water inflow to the Deschutes River near the Warm Springs Indian Reservation, Oregon, August 1985","docAbstract":"Groundwater inflow to the Deschutes River near the Warm Springs Indian Reservation in Oregon was estimated for August 1985 by: (1) measuring streamflow at various sites along the river; (2) determining the part of the streamflow that is groundwater inflow; and (3) analyzing the hydraulic gradients of the groundwater flow system to estimate the amount of groundwater discharge to the Deschutes River from both sides of the river. Results of the streamflow analysis indicated that the Deschutes River gained 415 cu ft/sec between Round Butte Dam and Dant in August 1985. Results of the analysis on hydraulic gradients of the groundwater flow system showed that the amount of groundwater inflow from the west side ranged from about 207 to 216 cu ft/sec, and groundwater inflow from the east side ranged from about 199 to 207 cu ft/sec. Streamflow measurements in September 1985 along the Metolius River from the site above Jefferson creek to the site below Camp Creek indicated a gain of 70 cu ft/sec. From the site below Camp Creek to the gage above Lake Billy Chinook the results of discharge measurements showed a loss of 112 cu ft/sec. Because of lack of groundwater hydraulic-head and lithologic data, no analysis of the groundwater flow system near the Metolius River was attempted. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section,","doi":"10.3133/wri884184","usgsCitation":"Bolke, E., and Laenen, A., 1989, Ground-water inflow to the Deschutes River near the Warm Springs Indian Reservation, Oregon, August 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4184, iv, 18 p. :ill., map ;28 cm., https://doi.org/10.3133/wri884184.","productDescription":"iv, 18 p. :ill., map ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":55050,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4184/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55051,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4184/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123382,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4184/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668cc5","contributors":{"authors":[{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":196060,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laenen, Antonius","contributorId":107673,"corporation":false,"usgs":true,"family":"Laenen","given":"Antonius","email":"","affiliations":[],"preferred":false,"id":196061,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":49411,"text":"ofr89400J - 1989 - New information resources of the U.S. Geological Survey Library System, October 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:10:23","indexId":"ofr89400J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-400","chapter":"J","title":"New information resources of the U.S. Geological Survey Library System, October 1989","language":"ENGLISH","doi":"10.3133/ofr89400J","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1989, New information resources of the U.S. Geological Survey Library System, October 1989: U.S. Geological Survey Open-File Report 89-400, 52 p. ; 28 cm., https://doi.org/10.3133/ofr89400J.","productDescription":"52 p. ; 28 cm.","costCenters":[],"links":[{"id":169874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0400j/report-thumb.jpg"},{"id":86055,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0400j/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697631","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":531931,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":57631,"text":"wdrFL882B - 1989 - Water resources data, Florida, water year 1988. Volume 2B: South Florida - ground water","interactions":[],"lastModifiedDate":"2024-06-05T22:19:15.314722","indexId":"wdrFL882B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"FL-88-2B","title":"Water resources data, Florida, water year 1988. Volume 2B: South Florida - ground water","docAbstract":"<p>Water resources data for the 1988 water year in Florida consists of continuous or daily discharge for 338 streams, periodic discharge for 34 streams, miscellaneous discharge for 28 streams, continuous or daily stage for 152 streams, periodic stage for 29 streams, peak discharge for 71 streams, continuous daily tide stage for 8 streams, and peak stage for 84 streams; continuous or daily elevations for 73 lakes, periodic elevations for 72 lakes; continuous ground-water levels for 490 wells, periodic ground-water levels for 1620 wells, and miscellaneous water level measurements for 2678 wells; quality of water data for 158 surface-water sites and 884 wells.</p><p>The data for South Florida include continuous or daily discharge for 65 streams, periodic discharge for 2 streams, peak discharge for 4 streams, continuous or daily stage for 82 streams, periodic stage for 16 streams, peak discharge for 2 streams, and peak stage for 12 streams; continuous elevations for 1 lake, and periodic elevations for 5 lakes; continuous ground-water levels for 179 wells, period ground-water levels for 298 wells, and miscellaneous water-level measurements for 250 wells; quality-of-water for 6 surface-water sites and 558 wells.</p><p>This data represent the National Water Data System ·records collected by the U.S. Geological Survey and cooperation local, state and federal agencies in Florida.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrFL882B","collaboration":"Prepared in cooperation with the State of Florida and with other agencies","usgsCitation":"Haire, W., and Lietz, C., 1989, Water resources data, Florida, water year 1988. Volume 2B: South Florida - ground water: U.S. Geological Survey Water Data Report FL-88-2B, viii, 369 p., https://doi.org/10.3133/wdrFL882B.","productDescription":"viii, 369 p.","costCenters":[],"links":[{"id":181520,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/fl-88-2-b/report-thumb.jpg"},{"id":429536,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/fl-88-2-b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"south Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.63444711741602,\n              27.2310247290487\n            ],\n            [\n              -82.63444711741602,\n              24.737598913778513\n            ],\n            [\n              -79.59461480970356,\n              24.737598913778513\n            ],\n            [\n              -79.59461480970356,\n              27.2310247290487\n            ],\n            [\n              -82.63444711741602,\n              27.2310247290487\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fcf9a","contributors":{"authors":[{"text":"Haire, W.J.","contributorId":47341,"corporation":false,"usgs":true,"family":"Haire","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":257561,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lietz, C.","contributorId":22034,"corporation":false,"usgs":true,"family":"Lietz","given":"C.","email":"","affiliations":[],"preferred":false,"id":257560,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29904,"text":"wri884207 - 1989 - Effects of channel relocation and proposed bridge construction on floodflows of the Catawba River near Marion, North Carolina","interactions":[],"lastModifiedDate":"2023-01-04T22:42:30.564241","indexId":"wri884207","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4207","title":"Effects of channel relocation and proposed bridge construction on floodflows of the Catawba River near Marion, North Carolina","docAbstract":"The relocation of a part (about one-half a mile) of the Catawba River near Marion, North Carolina, and the proposed addition of a main bridge and an overflow bridge of U.S. Highway 221 have created the need for a current evaluation of the effects of these physical changes on floodflow in the river. The 100-year flood discharge, elevation-discharge relations, flood profiles, floodway, and flooding effects were determined for 1988 and for proposed bridge conditions.\r\n\r\nAnalysis of data indicates that for the 100-year flood, the maximum amount of backwater effect from the proposed bridges would be 1.2 feet, and backwater would extend upstream about 6,800 feet. The 100-year flood elevation in the relocated channel reach will be about 6 feet lower than elevations determined in a 1983 U.S. Soil Conservation Service flood study.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884207","usgsCitation":"Stamey, T.C., 1989, Effects of channel relocation and proposed bridge construction on floodflows of the Catawba River near Marion, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 88-4207, iii, 16 p., https://doi.org/10.3133/wri884207.","productDescription":"iii, 16 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":119508,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4207/report-thumb.jpg"},{"id":58721,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4207/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":411399,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47107.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"North Carolina","city":"Marion","otherGeospatial":"Catawba River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.07582467082393,\n              35.71420927581667\n            ],\n            [\n              -82.07582467082393,\n              35.667546641770144\n            ],\n            [\n              -82.02770095967568,\n              35.667546641770144\n            ],\n            [\n              -82.02770095967568,\n              35.71420927581667\n            ],\n            [\n              -82.07582467082393,\n              35.71420927581667\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db624678","contributors":{"authors":[{"text":"Stamey, T. C.","contributorId":95496,"corporation":false,"usgs":true,"family":"Stamey","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202329,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29906,"text":"wri894086 - 1989 - Sediment transport and accretion and the hydrologic environment of Grove Creek near Kenansville, North Carolina","interactions":[],"lastModifiedDate":"2017-01-27T09:49:58","indexId":"wri894086","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4086","title":"Sediment transport and accretion and the hydrologic environment of Grove Creek near Kenansville, North Carolina","docAbstract":"The Grove Creek basin includes an area of about 42 square miles in Duplin County, southeastern North Carolina. This report evaluates sediment transport and sediment-accretion rates in the lowermost 9-mile reach of Grove Creek by using hydrologic, dendrologic, and radioisotopic data collected at seven sites along the study reach.\r\n\r\nHydrologic data indicate two discharge frequencies. In the swampiest reaches downstream of site 5, inundation occurs 35 percent of the time; above this site, inundation occurs about 15 percent of the time. For the period from October 1982 through September 1987, overbank flows at site 4 occurred 82 times and lasted a total of 632 days with a maximum duration of 3 months.\r\n\r\nDistribution of tree species indicates that water-tolerant bald cypress have developed along the lowermost 7 miles of Grove Creek where the flood plain is inundated 35 percent of the time. These swampy conditions have been in existence across limited parts of the flood plain for the last 80 to 150 years. In contrast, the upstream sites have been comparatively dry for the same period.\r\n\r\nThe sediment that is transported in Grove Creek is predominately silt and clay. Measured suspended-sediment concentrations at discharges less than 100 cubic foot per second are less than 15 milligrams per liter; concentrations at higher discharges did not exceed 67 milligrams per liter. Calculated suspended-sediment loads ranged from 75 to 444 tons per year at the various data-collection sites on Grove Creek.\r\n\r\nSediment-accretion rates estimated from dendrologic data ranged from 0.03 foot per year to 0.06 foot per year. The highest accretion rates occur in the downstream swampy reaches and are due to channel braiding, low channel gradients and flow velocities, and high frequency and duration percentages of overbank flow, which result in the deposition of clay and silt over wide areas of the flood plain.\r\n\r\nSediment-accretion rates along Grove Creek were also estimated by radioisotope methods. Sediment cores from the flood plain showed detectable levels of cesium-137, lead-210, and radium-226. Cesium-137 was not present in the sediment cores below a depth of 10 inches; this indicates a maximum accretion rate of about 0.024 foot per year for the period 1952-87. Lead-210 and radium-226 data from these same sediment cores indicate an average accretion rate of 0.026 foot per year to a depth of about 2 feet. The maximum age of the flood-plain sediment at the 2-foot level is about 80 years. The atmosphere was confirmed as the source of excess lead-210 in flood-plain sediments by nearly matching calculated values of the lead-210 flux at each site with the measured value for atmospheric deposition.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894086","usgsCitation":"Stamey, T.C., 1989, Sediment transport and accretion and the hydrologic environment of Grove Creek near Kenansville, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 89-4086, iv, 30 p. :ill. ;28 cm., https://doi.org/10.3133/wri894086.","productDescription":"iv, 30 p. :ill. ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":160486,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4086/report-thumb.jpg"},{"id":58723,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4086/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","city":"Kenansville","otherGeospatial":"Grove Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-77.8338,35.1781],[-77.769,35.146],[-77.7521,35.108],[-77.7484,35.0221],[-77.7303,35.0076],[-77.6786,34.9726],[-77.6509,34.9243],[-77.685,34.7392],[-77.6852,34.7328],[-77.6806,34.7205],[-77.919,34.715],[-77.9244,34.7214],[-77.9361,34.7239],[-77.944,34.7227],[-77.9541,34.7192],[-77.9621,34.7153],[-77.9653,34.7203],[-77.9697,34.7209],[-77.9737,34.7187],[-77.9765,34.7183],[-77.9793,34.7169],[-77.9849,34.7166],[-77.9989,34.7182],[-78.0033,34.721],[-78.0104,34.7288],[-78.0176,34.7312],[-78.0249,34.7286],[-78.0289,34.7251],[-78.044,34.7271],[-78.0618,34.7288],[-78.0787,34.7241],[-78.1011,34.7258],[-78.1129,34.7224],[-78.1232,34.7139],[-78.1339,34.7091],[-78.135,34.71],[-78.1493,34.7202],[-78.1974,34.7428],[-78.1938,34.7559],[-78.1793,34.8011],[-78.1732,34.8201],[-78.1684,34.8345],[-78.1672,34.8382],[-78.1466,34.9023],[-78.1483,34.926],[-78.1487,34.9319],[-78.1496,34.9401],[-78.15,34.9478],[-78.1539,34.9969],[-78.1551,35.0396],[-78.1597,35.0801],[-78.1712,35.0934],[-78.1707,35.1152],[-78.1629,35.1374],[-78.1639,35.1896],[-78.077,35.175],[-78.0445,35.1927],[-78.0259,35.1942],[-78.0186,35.194],[-78.0057,35.1911],[-77.9867,35.1844],[-77.9823,35.1812],[-77.9787,35.1707],[-77.9703,35.166],[-77.9546,35.1652],[-77.9448,35.1728],[-77.9302,35.1739],[-77.9202,35.1696],[-77.9113,35.1645],[-77.9098,35.1581],[-77.9015,35.1521],[-77.8971,35.1488],[-77.8895,35.1582],[-77.8855,35.1618],[-77.8338,35.1781]]]},\"properties\":{\"name\":\"Duplin\",\"state\":\"NC\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbf6b","contributors":{"authors":[{"text":"Stamey, T. C.","contributorId":95496,"corporation":false,"usgs":true,"family":"Stamey","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202331,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30283,"text":"wri884051 - 1989 - Evaluation of methodology for delineation of protection zones around public-supply wells in west-central Florida","interactions":[],"lastModifiedDate":"2023-01-05T22:55:01.102387","indexId":"wri884051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4051","title":"Evaluation of methodology for delineation of protection zones around public-supply wells in west-central Florida","docAbstract":"<p>Public-supply wells in the west-central Florida area of Citrus, Hernando, Pasco, Hillsborough, and Pinellas Counties derive their supply solely from the Floridan aquifer system. In much of this area, the Floridan is at or near land surface and vulnerable to contamination. Recognizing this potential threat to the aquifer, the Florida Department of Environmental Regulation (FDER) recently promulgated regulations providing for the delineation of protection zones around public-supply wells that tap vulnerable aquifers, such as the Floridan in west-central Florida. This report evaluates the methodology for delineation of protection zones for public supply wells in west-central Florida in accordance with the methods detailed in the FDER regulations. Protection zones were delineated for public supply wells or well fields that are permitted an average daily withdrawal of 100,000 gal or more from the Floridan aquifer system where it is unconfined or leaky confined. Leaky confined, as used in FDER regulations describe conditions such that the time for a particle of water to travel vertically from the water table to the top of the Floridan is 5 years or less. Protection zones were delineated by using a radial volumetric-displacement model that simulated 5 years of permitted-rate withdrawal. Where zones overlapped, such as for well fields, composite protection zones in shapes that varied according to the configuration of well arrays were delineated on maps.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884051","usgsCitation":"Vecchioli, J., Hunn, J.D., and Aucott, W.R., 1989, Evaluation of methodology for delineation of protection zones around public-supply wells in west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4051, Report: iv, 36 p.; 3 Plates: 22.53 x 18.85 inches or smaller, https://doi.org/10.3133/wri884051.","productDescription":"Report: iv, 36 p.; 3 Plates: 22.53 x 18.85 inches or smaller","costCenters":[],"links":[{"id":59074,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59073,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4051/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59072,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4051/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59071,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122690,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4051/report-thumb.jpg"},{"id":411461,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46974.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -81.5,\n              29.7\n            ],\n            [\n              -83,\n              29.7\n            ],\n            [\n              -83,\n              26.6364\n            ],\n            [\n              -81.5,\n              26.6364\n            ],\n            [\n              -81.5,\n              29.7\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e515b","contributors":{"authors":[{"text":"Vecchioli, John","contributorId":36113,"corporation":false,"usgs":true,"family":"Vecchioli","given":"John","email":"","affiliations":[],"preferred":false,"id":202983,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hunn, J. D.","contributorId":20362,"corporation":false,"usgs":true,"family":"Hunn","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":202982,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Aucott, W. R.","contributorId":64288,"corporation":false,"usgs":true,"family":"Aucott","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202984,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":55723,"text":"wdrNJ882 - 1989 - Water resources data for New Jersey, water year 1988, volume 2, Delaware River basin and tributaries to Delaware Bay","interactions":[],"lastModifiedDate":"2020-06-08T17:50:12.435554","indexId":"wdrNJ882","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"NJ-88-2","title":"Water resources data for New Jersey, water year 1988, volume 2, Delaware River basin and tributaries to Delaware Bay","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNJ882","usgsCitation":"Bauersfeld, W., Moshinsky, E., Pustay, E., and Jones, W., 1989, Water resources data for New Jersey, water year 1988, volume 2, Delaware River basin and tributaries to Delaware Bay: U.S. Geological Survey Water Data Report NJ-88-2, vii, 217 p., https://doi.org/10.3133/wdrNJ882.","productDescription":"vii, 217 p.","costCenters":[],"links":[{"id":375160,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/nj-88-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174163,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/nj-88-2/report-thumb.jpg"}],"country":"United States","state":"New 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,{"id":30296,"text":"wri884111 - 1989 - Quality of water from public-supply wells in principal aquifers of Illinois, 1984-87","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri884111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4111","title":"Quality of water from public-supply wells in principal aquifers of Illinois, 1984-87","docAbstract":"The quality of water from public-supply wells that tap the principal aquifers in Illinois are summarized. Water quality data collected during the study included inorganic and volatile organic constituents in 2,756 samples and soluble organic constituents in 330 samples from 2,080 public supply wells. Water quality differs among the aquifers as well as within each aquifer. Groundwater quality generally is suitable for most domestic uses; however, concentrations of iron, dissolved solids , and manganese commonly exceed the States 's general-use and public--and food-processing water supply standards. Water from some wells also contains concentrations of barium, chloride, fluoride, and sulfates that exceed those State standards. Most of these conditions are considered to be the result of natural processes. Volatile organic compounds occurred in more than 300 of the 2,756 samples collected. The sand and gravel aquifers generally are the most susceptible to human-induced contamination; 172 of the 1,047 samples from these aquifers indicate the presence of at least one volatile organic compound. Soluble organic compounds analyzed for included more than 30 pesticides, herbicides, and polychlorinated biphenyls (PCB's). Of the 330 wells sampled, water from only 8 wells had quantifiable concentrations of soluble organic compounds. Water from five wells contained metolachlor, atrazine, alachlor, cyanazine, and metribuzin. Water from three wells contained detectable levels of PCB's. The presence of these soluble organics appears to be limited to wells located near sources of potential contamination. Soluble organic compounds were detected only in wells located near sources of potential contamination. Soluble organic compounds were detected only in wells open to the sand and gravel aquifers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884111","usgsCitation":"Voelker, D.C., 1989, Quality of water from public-supply wells in principal aquifers of Illinois, 1984-87: U.S. Geological Survey Water-Resources Investigations Report 88-4111, v, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884111.","productDescription":"v, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2451,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=88-4111","linkFileType":{"id":5,"text":"html"}},{"id":159751,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4111/report-thumb.jpg"},{"id":59085,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6862a5","contributors":{"authors":[{"text":"Voelker, David C. dvoelker@usgs.gov","contributorId":278,"corporation":false,"usgs":true,"family":"Voelker","given":"David","email":"dvoelker@usgs.gov","middleInitial":"C.","affiliations":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203008,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30301,"text":"wri894161 - 1989 - Sediment-transport characteristics and effects of sediment transport on benthic invertebrates in the Fountain Creek drainage basin upstream from Widefield, southeastern Colorado, 1985-88","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri894161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4161","title":"Sediment-transport characteristics and effects of sediment transport on benthic invertebrates in the Fountain Creek drainage basin upstream from Widefield, southeastern Colorado, 1985-88","docAbstract":"Sediment and benthic-invertebrate data were collected during water years 1985 through 1988 in the Fountain Creek drainage basin upstream from Widefield, Colorado. Sediment data collected include suspended-sediment concentrations and particle size analysis of suspended sediment, bedload, and bed material. Sediment-transport equations were derived for total suspended-sediment discharge and suspended-sand discharge at seven periodic sampling sites. Annual suspended-sediment loads for water years 1985 through 1988 and mean suspended-sediment yields were computed for the seven periodic sampling sites. Mean annual suspended-sediment yield for 1985 through 1988 increased about 73% downstream in the Fountain Creek drainage basin primarily as a result of sediment discharging from Monument Creek. Bedload discharge was computed at six of the periodic sampling sites and ranged from 2.6 to 3,570 tons/day. Bedload discharge, as a percentage of total sediment discharge, ranged from 6 to 92%, and the smaller values occurred during rainfall runoff. Number of taxa, species density, and similarity indices were determined for benthic invertebrates at five of the periodic sampling sites. Multiple comparison tests were used to test for similarity of benthic invertebrates between the five sites. Multiple-regression analysis was done to determine the effects of sediment transport on benthic-invertebrate densities. Median grain size of bed material collected in conjunction with benthic- invertebrate samples and flooding during the 30 days prior to sampling consistently accounted for the most variation in mean densities of total organisms and major taxa groups sampled. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894161","usgsCitation":"Von Guerard, P., 1989, Sediment-transport characteristics and effects of sediment transport on benthic invertebrates in the Fountain Creek drainage basin upstream from Widefield, southeastern Colorado, 1985-88: U.S. Geological Survey Water-Resources Investigations Report 89-4161, xi, 225 p. :ill. ;28 cm., https://doi.org/10.3133/wri894161.","productDescription":"xi, 225 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159769,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4161/report-thumb.jpg"},{"id":59093,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4161/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3e64","contributors":{"authors":[{"text":"Von Guerard, Paul","contributorId":40620,"corporation":false,"usgs":true,"family":"Von Guerard","given":"Paul","affiliations":[],"preferred":false,"id":203018,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18740,"text":"ofr89228 - 1989 - Selected ground-water information for the Pasco basin and adjacent areas, Washington, 1986-1989","interactions":[],"lastModifiedDate":"2012-02-02T00:07:24","indexId":"ofr89228","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-228","title":"Selected ground-water information for the Pasco basin and adjacent areas, Washington, 1986-1989","docAbstract":"The U.S. Geological Survey, in cooperation with the United States Department of Energy, conducted a study of the Pasco basin and adjacent areas, Washington, in support of the Basalt Waste Isolation Project at the Hanford site, Washington. The purpose of the study was to develop a data set that would help define the groundwater-flow system of the Pasco Basin. This report contains the basic data, without interpretation, that were collected from the start of the project in February 1986 through January 1989. Information presented is from the U.S. Bureau of Reclamation, State of Washington Department of Ecology , US Army Corps of Engineers, Kennewick Irrigation District, and the Survey, and consists of well location and construction data, records of water levels in the wells,  and aquifer designations for each well. The aquifer designation represents the geohydrologic unit to which the well is reported to be open. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89228","usgsCitation":"Drost, B., Schurr, K., and Lum, W.E., 1989, Selected ground-water information for the Pasco basin and adjacent areas, Washington, 1986-1989: U.S. Geological Survey Open-File Report 89-228, iii, 91 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89228.","productDescription":"iii, 91 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":150932,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0228/report-thumb.jpg"},{"id":48099,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0228/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9535","contributors":{"authors":[{"text":"Drost, B. W.","contributorId":38526,"corporation":false,"usgs":true,"family":"Drost","given":"B. W.","affiliations":[],"preferred":false,"id":179655,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schurr, K.M.","contributorId":36102,"corporation":false,"usgs":true,"family":"Schurr","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":179654,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lum, W. E. II","contributorId":81504,"corporation":false,"usgs":true,"family":"Lum","given":"W.","suffix":"II","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":179656,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13262,"text":"ofr88490 - 1989 - Variable-density ground-water flow and paleohydrology in the Waste Isolation Pilot Plant (WIPP) region, southeastern New Mexico","interactions":[],"lastModifiedDate":"2022-07-20T19:41:23.737582","indexId":"ofr88490","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-490","title":"Variable-density ground-water flow and paleohydrology in the Waste Isolation Pilot Plant (WIPP) region, southeastern New Mexico","docAbstract":"Variable-density groundwater flow was studied near the Waste Isolation Pilot Plant in southeastern New Mexico. An analysis of the relative magnitude of pressure-related and density-related flow-driving forces indicates that density-related gravity effects are not significant at the plant and to the west but are significant in areas to the north, northeast, and south. A regional-scale model of variable-density groundwater flow in the Culebra Dolomite member of the Rustler Formation indicates that the flow velocities are relatively rapid (10 to the minus 7th power m/sec) west of the site and extremely slow (10 to the minus 11th power m/sec) east and northeast of the site. In the transition zone between those two extremes, which includes the plant, velocities are highly variable. Sensitivity simulations indicate that the central and western parts of the region, including the plant, are fairly well isolated from the eastern and northeastern boundaries. Vertical-flux simulations indicate that as much as 25% of total inflow to the Culebra could be entering as vertical flow, with most of this flow occurring west of the plant. A simple cross-sectional model was developed to examine the flow system as it drains through time following recharge during a past glacial pluvial. This model indicates that the system as a whole drains very slowly and that it apparently could have sustained flow from purely transient drainage following recharge of the system during the Pleistocene. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr88490","usgsCitation":"Davies, P.B., 1989, Variable-density ground-water flow and paleohydrology in the Waste Isolation Pilot Plant (WIPP) region, southeastern New Mexico: U.S. Geological Survey Open-File Report 88-490, xii, 139 p., https://doi.org/10.3133/ofr88490.","productDescription":"xii, 139 p.","costCenters":[],"links":[{"id":41645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0490/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146796,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0490/report-thumb.jpg"},{"id":404156,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17454.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"New Mexico","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -104.026,\n              32.137\n            ],\n            [\n              -103.644,\n              32.137\n            ],\n            [\n              -103.644,\n              32.554\n            ],\n            [\n              -104.026,\n              32.554\n            ],\n            [\n              -104.026,\n              32.137\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49a0e4b07f02db5bd805","contributors":{"authors":[{"text":"Davies, P. B.","contributorId":66695,"corporation":false,"usgs":true,"family":"Davies","given":"P.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":167493,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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