{"pageNumber":"197","pageRowStart":"4900","pageSize":"25","recordCount":6233,"records":[{"id":27629,"text":"wri874205 - 1988 - Statistical summaries of streamflow records in Oklahoma and parts of Arkansas, Missouri, and Texas through 1984","interactions":[],"lastModifiedDate":"2022-09-30T20:01:43.050281","indexId":"wri874205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4205","title":"Statistical summaries of streamflow records in Oklahoma and parts of Arkansas, Missouri, and Texas through 1984","docAbstract":"Statistical summaries of streamflow records through 1984 for gaging stations in Oklahoma and parts of adjacent states are presented in this report. Records are presented for 148 stations with at least 10 years of unregulated or regulated streamflow. Streamflow at 70 of the stations is regulated for certain perdiods. Data for these periods were analyzed separately to account for changes in streamflow due to regulating structures.\r\nFor each gaging station, a brief description of the location, drainage area and period of record is given. For those stations with a regulated streamflow record, a brief regulation history is given also. This information is followed by tables of monthly and annual discharge statistics, low- and high-flow frequency statistics, peak-flow frequency statistics, and flow-duration statistics. Daily flow-duration hydrographs are included for most stations.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874205","usgsCitation":"Heimann, D.C., and Tortorelli, R.L., 1988, Statistical summaries of streamflow records in Oklahoma and parts of Arkansas, Missouri, and Texas through 1984: U.S. Geological Survey Water-Resources Investigations Report 87-4205, iv, 387 p., https://doi.org/10.3133/wri874205.","productDescription":"iv, 387 p.","costCenters":[],"links":[{"id":407736,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46862.htm"},{"id":56496,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4205/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158878,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4205/report-thumb.jpg"}],"country":"United States","state":"Arkansas, Missouri, Oklahoma, Texas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -103,\n 33.6181\n ],\n [\n -94.4347,\n 33.6181\n ],\n [\n -94.4347,\n 37\n ],\n [\n -103,\n 37\n ],\n [\n -103,\n 33.6181\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e1df1","contributors":{"authors":[{"text":"Heimann, D. C.","contributorId":38608,"corporation":false,"usgs":true,"family":"Heimann","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198439,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tortorelli, R. L.","contributorId":105755,"corporation":false,"usgs":true,"family":"Tortorelli","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198440,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27569,"text":"wri884015 - 1988 - Description and hydrogeologic evaluation of nine hazardous-waste sites in Kansas, 1984-86","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri884015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4015","title":"Description and hydrogeologic evaluation of nine hazardous-waste sites in Kansas, 1984-86","docAbstract":"Wastes generated at nine hazardous-waste sites in Kansas were disposed in open pits, 55-gal drums, or large storage tanks. These disposal methods have the potential to contaminate groundwater beneath the sites, the soil on the sites, and nearby surface water bodies. Various activities on the nine sites included production of diborane, transformer oil waste, production of soda ash, use of solvents for the manufacture of farm implements, reclamation of solvents and paints, oil-refinery wastes, meat packaging, and the manufacture and cleaning of tanker-truck tanks. Monitoring wells were installed upgradient and downgradient from the potential contamination source on each site. Strict decontamination procedures were followed to prevent cross contamination between well installations. Air-quality surveys were made on each site before other investigative procedures started. Hydrogeologic investigative techniques, such as terrain geophysical surveys, gamma-ray logs, and laboratory permeameter tests, were used. Groundwater level measurements provide data to determine the direction of flow. Groundwater contamination detected under the sites posed the greatest threat to the environment because of possible migration of contaminants by groundwater flow. Concentrations of volatile organic compounds, polynuclear aromatic hydrocarbons, and trace metals were detected in the groundwater at several of the sites. Many of the same compounds detected in the groundwater also were detected in soil and bed-material samples collected onsite or adjacent to the sites. Several contaminants were detected in background samples of groundwater and soil. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884015","usgsCitation":"Hart, R.J., and Spruill, T., 1988, Description and hydrogeologic evaluation of nine hazardous-waste sites in Kansas, 1984-86: U.S. Geological Survey Water-Resources Investigations Report 88-4015, vi, 73 p. :ill., map ;28 cm., https://doi.org/10.3133/wri884015.","productDescription":"vi, 73 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":126639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4015/report-thumb.jpg"},{"id":56434,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4015/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66db7a","contributors":{"authors":[{"text":"Hart, R. J.","contributorId":62607,"corporation":false,"usgs":true,"family":"Hart","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spruill, T.B.","contributorId":76747,"corporation":false,"usgs":true,"family":"Spruill","given":"T.B.","affiliations":[],"preferred":false,"id":198344,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":12099,"text":"ofr88702 - 1988 - Heat-flow and water-chemistry data from the Cascade Range and adjacent areas in north-central Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr88702","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-702","title":"Heat-flow and water-chemistry data from the Cascade Range and adjacent areas in north-central Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88702","usgsCitation":"Ingebritsen, S.E., Mariner, R.H., Cassidy, D., Shepherd, L., Presser, T.S., Pringle, M., and White, L.D., 1988, Heat-flow and water-chemistry data from the Cascade Range and adjacent areas in north-central Oregon: U.S. Geological Survey Open-File Report 88-702, vii, 205 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr88702.","productDescription":"vii, 205 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":144761,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0702/report-thumb.jpg"},{"id":40133,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0702/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf3e","contributors":{"authors":[{"text":"Ingebritsen, S. E.","contributorId":8078,"corporation":false,"usgs":true,"family":"Ingebritsen","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":165064,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mariner, Robert H.","contributorId":81075,"corporation":false,"usgs":true,"family":"Mariner","given":"Robert","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":165069,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cassidy, D.E.","contributorId":50907,"corporation":false,"usgs":true,"family":"Cassidy","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":165067,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Shepherd, L.D.","contributorId":24789,"corporation":false,"usgs":true,"family":"Shepherd","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":165066,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Presser, T. S.","contributorId":93875,"corporation":false,"usgs":true,"family":"Presser","given":"T.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":165070,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Pringle, M.K.","contributorId":76751,"corporation":false,"usgs":true,"family":"Pringle","given":"M.K.","email":"","affiliations":[],"preferred":false,"id":165068,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"White, L. D.","contributorId":14330,"corporation":false,"usgs":true,"family":"White","given":"L.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":165065,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}} ,{"id":26524,"text":"wri884047 - 1988 - Low-flow profiles of the upper Savannah and Ogeechee Rivers and tributaries in Georgia","interactions":[],"lastModifiedDate":"2017-01-25T08:39:40","indexId":"wri884047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4047","title":"Low-flow profiles of the upper Savannah and Ogeechee Rivers and tributaries in Georgia","docAbstract":"Low flow information is provided for use in an evaluation of the capacity of streams to permit withdrawals or to accept waste loads without exceeding the limits of State water quality standards. The purpose of this report is to present the results of a compilation of available low flow data in the form of tables and ' 7Q10 flow profiles ' (minimum average flow for 7 consecutive days with a 10-yr recurrence interval)(7Q10 flow plotted against distance along a stream channel) for all streams reaches of the Upper Savannah and Ogeechee Rivers and tributaries where sufficient data of acceptable accuracy are available. Drainage area profiles are included for all stream basins larger than 5 sq mi, except for those in a few remote areas. This report is the third in a series of reports that will cover all stream basins north of the Fall Line in Georgia. It includes the Georgia part of the Savannah River basin from its headwaters down to and including McBean Creek, and Brier Creek from its headwaters down to and including Boggy Gut Creek. It also includes the Ogeechee River from its headwaters down to and including Big Creek, and Rocky Comfort Creek (tributary to Ogeechee River) down to the Glascock-Jefferson County line. Flow records were not adjusted for diversions or other factors that cause measured flows to represent other than natural flow conditions. The 7-day minimum flow profile was omitted for stream reaches where natural flow was known to be altered significantly. 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6487bd","contributors":{"authors":[{"text":"Carter, R.F.","contributorId":101261,"corporation":false,"usgs":true,"family":"Carter","given":"R.F.","email":"","affiliations":[],"preferred":false,"id":196550,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hopkins, E. H.","contributorId":18411,"corporation":false,"usgs":true,"family":"Hopkins","given":"E.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196548,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Perlman, H.A.","contributorId":84406,"corporation":false,"usgs":true,"family":"Perlman","given":"H.A.","email":"","affiliations":[],"preferred":false,"id":196549,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26523,"text":"wri884048 - 1988 - Low-flow profiles of the upper Oconee River and tributaries in Georgia","interactions":[],"lastModifiedDate":"2019-11-19T09:50:43","indexId":"wri884048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4048","title":"Low-flow profiles of the upper Oconee River and tributaries in Georgia","docAbstract":"Low flow information is provided for use in an evaluation of the capacity of streams to permit withdrawals or to accept waste loads without exceeding the limits of State water quality standards. The purpose of this report is to present the results of a compilation of available low flow data in the form of tables and ' 7Q10 flow profiles ' (minimum average flow for 7 consecutive days with a 10-yr recurrence interval)(7Q10 flow plotted against distance along a stream channel) for all streams reaches of the Upper Oconee River and tributaries in Georgia where sufficient data of acceptable accuracy are available. Drainage area profiles are included for all stream basins larger than 5 sq mi, except for those in a few remote areas. This report is the second in a series of reports that will cover all stream basins north of the Fall Line in Georgia. It includes the Oconee River basin down to and including Camp Creek at stream mile 134.53, Town Creek in Baldwin and Hancock Counties down to County Road 213-141, and Buffalo Creek in Hancock County down to the Hancock-Washington County line. Flow records were not adjusted for diversions or other factors that cause measured flows to represent other than natural flow conditions. The 7-day minimum flow profile was omitted for stream reaches where natural flow was known to be altered significantly. (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri884048","usgsCitation":"Carter, R., Hopkins, E.H., and Perlman, H., 1988, Low-flow profiles of the upper Oconee River and tributaries in Georgia: U.S. Geological Survey Water-Resources Investigations Report 88-4048, iv, 136 p. , https://doi.org/10.3133/wri884048.","productDescription":"iv, 136 p. 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Low flow information is provided for use in an evaluation of the capacity of streams to permit withdrawals or to accept waste loads without exceeding the limits of State water quality standards. The purpose of this report is to present the results of a compilation of available low flow data in the form of tables and '7Q10 flow profiles' (minimum average flow for 7 consecutive days with a 10-yr recurrence interval) (7Q10 flow plotted against distance along a stream channel) for all stream reaches of the Tennessee River tributaries where sufficient data of acceptable accuracy are available. Drainage area profiles are included for all stream basins larger than 5 sq mi, except for those in a few remote areas. This report is the fifth in a series of reports that will cover all stream basins north of the Fall Line in Georgia. It includes the parts of the Tennessee River basin in Georgia. Flow records were not adjusted for diversions or other factors that cause measured flows to represent other than natural flow conditions. The 7-day minimum flow profile was omitted for stream reaches where natural flow was known to be altered significantly. (Lantz-PTT)

","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Reston, VA","doi":"10.3133/wri884049","usgsCitation":"Carter, R., Hopkins, E.H., and Perlman, H., 1988, Low-flow profiles of the Tennessee River tributaries in Georgia: U.S. Geological Survey Water-Resources Investigations Report 88-4049, iv, 69 p., https://doi.org/10.3133/wri884049.","productDescription":"iv, 69 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158445,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4049/report-thumb.jpg"},{"id":379145,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4049/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Georgia","otherGeospatial":"Tennessee 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H.","contributorId":18411,"corporation":false,"usgs":true,"family":"Hopkins","given":"E.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196536,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Perlman, H.A.","contributorId":84406,"corporation":false,"usgs":true,"family":"Perlman","given":"H.A.","email":"","affiliations":[],"preferred":false,"id":196537,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":12773,"text":"ofr88732 - 1988 - Summaries of water-quality data collected during 1979-87 for selected James River and refuge locations in North Dakota and South Dakota","interactions":[],"lastModifiedDate":"2018-02-14T16:04:36","indexId":"ofr88732","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-732","title":"Summaries of water-quality data collected during 1979-87 for selected James River and refuge locations in North Dakota and South Dakota","docAbstract":"

Water-quality data were collected during 1979-87 at selected locations In the central part of the James River basin, North and South Dakota, by the U.S. Geological Survey and the U.S. Bureau of Reclamation to document baseline conditions In three wildlife refuges. These data are needed to determine potential impacts on water quality of augmented flows in the James River from proposed operation of the Garrison Diversion Unit. This report contains statistical summaries of 190 water-quality characteristics and constituents determined from samples collected at 10 main-stem gaging stations and 94 sampling sites in the study area. Characteristics and constituents are compared to State water-quality standards and the number of measurements exceeding each standard is noted. Seasonal or bimonthly means were calculated for selected characteristics and constituents and the amount of data available for each gaging station and pool is included.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr88732","usgsCitation":"Briel, L.I., 1988, Summaries of water-quality data collected during 1979-87 for selected James River and refuge locations in North Dakota and South Dakota: U.S. Geological Survey Open-File Report 88-732, v, 197 p., https://doi.org/10.3133/ofr88732.","productDescription":"v, 197 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":41171,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0732/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144996,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0732/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699744","contributors":{"authors":[{"text":"Briel, L. I.","contributorId":7265,"corporation":false,"usgs":true,"family":"Briel","given":"L.","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":166685,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":12815,"text":"ofr87452 - 1988 - A strategy for collecting ground-water data and developing a ground-water model of the Missouri River alluvial aquifer, Woodbury and Monona Counties, Iowa","interactions":[],"lastModifiedDate":"2016-03-11T13:05:37","indexId":"ofr87452","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-452","title":"A strategy for collecting ground-water data and developing a ground-water model of the Missouri River alluvial aquifer, Woodbury and Monona Counties, Iowa","docAbstract":"

A ground-water-flow model and plan for obtaining supporting data are proposed for a part of the Missouri River alluvial aquifer in Woodbury and Monona Counties, Iowa. The proposed model and the use of the principle of superposition will aid in the interpretation of the relation between ground water and surface water in the study area, particularly the effect of lowered river stages on water levels in the alluvial aquifer. Information on the geometry, hydraulic characteristics, and water levels in the alluvial aquifer needs to be collected for use in the model and for model calibration. A plan to obtain hydrologic and geologic information by use of exploratory test-well drilling is proposed. Also proposed is a monitoring network to obtain information on the spatial and temporal variability of water levels within the study area.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/ofr87452","collaboration":"Prepared for the U.S. Army Corps of Engineers, Omaha District","usgsCitation":"Buchmiller, R.C., 1988, A strategy for collecting ground-water data and developing a ground-water model of the Missouri River alluvial aquifer, Woodbury and Monona Counties, Iowa: U.S. Geological Survey Open-File Report 87-452, v, 16 p.: ill., maps; 28 cm., https://doi.org/10.3133/ofr87452.","productDescription":"v, 16 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":147433,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0452/report-thumb.jpg"},{"id":41231,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0452/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Iowa","county":"Monona County, Woodbury County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-95.6701,42.2099],[-95.6705,42.1231],[-95.6708,42.0354],[-95.6731,41.9491],[-95.6734,41.8619],[-95.7912,41.8626],[-95.9077,41.8627],[-96.0237,41.8632],[-96.1365,41.8657],[-96.1397,41.8682],[-96.143,41.8736],[-96.1451,41.8781],[-96.1452,41.8821],[-96.1462,41.8863],[-96.148,41.8898],[-96.1531,41.8951],[-96.1563,41.8987],[-96.1595,41.9023],[-96.1597,41.9055],[-96.1598,41.908],[-96.1579,41.9098],[-96.1556,41.911],[-96.1516,41.9119],[-96.1476,41.913],[-96.144,41.9153],[-96.1408,41.9175],[-96.1381,41.9206],[-96.1367,41.9246],[-96.1364,41.9287],[-96.1381,41.9319],[-96.1398,41.9359],[-96.1413,41.9408],[-96.1426,41.9444],[-96.1421,41.9476],[-96.1414,41.9511],[-96.1399,41.9547],[-96.137,41.9582],[-96.1346,41.9614],[-96.133,41.9664],[-96.1335,41.97],[-96.1382,41.9745],[-96.143,41.9771],[-96.1476,41.9775],[-96.1528,41.9787],[-96.1578,41.9789],[-96.1627,41.9786],[-96.1671,41.9778],[-96.1714,41.9779],[-96.1748,41.9783],[-96.1781,41.9804],[-96.1811,41.9823],[-96.1831,41.9854],[-96.185,41.9897],[-96.1848,41.9929],[-96.1847,41.9963],[-96.185,42.0001],[-96.1851,42.0044],[-96.1857,42.0055],[-96.1877,42.0063],[-96.192,42.0087],[-96.2057,42.0094],[-96.215,42.0069],[-96.2246,41.9945],[-96.2367,41.9961],[-96.2413,42.0009],[-96.2416,42.0037],[-96.238,42.0128],[-96.2283,42.0174],[-96.2225,42.0233],[-96.2217,42.025],[-96.2212,42.0282],[-96.2232,42.0309],[-96.224,42.034],[-96.2312,42.0378],[-96.2332,42.0384],[-96.2383,42.0411],[-96.2578,42.0384],[-96.2698,42.0429],[-96.272,42.0461],[-96.2728,42.0474],[-96.2742,42.0502],[-96.2777,42.0586],[-96.279,42.0685],[-96.2771,42.0804],[-96.2693,42.092],[-96.2661,42.1031],[-96.2686,42.1149],[-96.2753,42.1199],[-96.2766,42.1221],[-96.2863,42.126],[-96.3055,42.1298],[-96.3126,42.1362],[-96.3152,42.1411],[-96.3179,42.1472],[-96.3259,42.1532],[-96.3403,42.1595],[-96.3474,42.1669],[-96.3482,42.1702],[-96.3488,42.1709],[-96.3502,42.174],[-96.3513,42.1777],[-96.3511,42.1799],[-96.3512,42.184],[-96.3506,42.1863],[-96.3507,42.189],[-96.3508,42.1908],[-96.3505,42.1931],[-96.3509,42.1958],[-96.3538,42.2021],[-96.3564,42.2062],[-96.3578,42.2093],[-96.3585,42.212],[-96.358,42.2147],[-96.3576,42.2154],[-96.3368,42.2178],[-96.3224,42.2324],[-96.3287,42.24],[-96.328,42.2478],[-96.3307,42.2587],[-96.3389,42.2679],[-96.3534,42.2743],[-96.3574,42.277],[-96.3674,42.2899],[-96.3703,42.3065],[-96.3715,42.3142],[-96.3735,42.3171],[-96.3737,42.3185],[-96.3829,42.3256],[-96.4085,42.3374],[-96.4186,42.352],[-96.4162,42.3629],[-96.4077,42.3739],[-96.4158,42.3923],[-96.4149,42.4088],[-96.3987,42.4227],[-96.3964,42.4243],[-96.3909,42.4288],[-96.3869,42.4327],[-96.3834,42.4383],[-96.382,42.4445],[-96.381,42.4526],[-96.3807,42.4642],[-96.3831,42.4722],[-96.3863,42.4787],[-96.3915,42.484],[-96.3997,42.4877],[-96.4079,42.4896],[-96.4192,42.4916],[-96.4328,42.4908],[-96.4483,42.4893],[-96.45,42.4895],[-96.4589,42.4907],[-96.4687,42.493],[-96.473,42.4945],[-96.4754,42.4962],[-96.4763,42.5014],[-96.4749,42.5037],[-96.4746,42.5071],[-96.4764,42.5101],[-96.4838,42.5121],[-96.4888,42.5123],[-96.4918,42.5137],[-96.4926,42.5215],[-96.4798,42.5261],[-96.4774,42.5294],[-96.477,42.5335],[-96.4776,42.5494],[-96.4792,42.557],[-96.4862,42.5601],[-96.4954,42.5589],[-96.4982,42.562],[-96.4514,42.5622],[-96.3711,42.5622],[-96.2166,42.5614],[-96.0995,42.5615],[-95.8585,42.5611],[-95.7402,42.5609],[-95.7414,42.5223],[-95.7399,42.475],[-95.6696,42.4744],[-95.6693,42.384],[-95.6706,42.3658],[-95.6696,42.2962],[-95.6701,42.2099]]]},\"properties\":{\"name\":\"Monona\",\"state\":\"IA\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6265","contributors":{"authors":[{"text":"Buchmiller, Robert C.","contributorId":72372,"corporation":false,"usgs":true,"family":"Buchmiller","given":"Robert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":166763,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13257,"text":"ofr88169 - 1988 - Surface-water and water-quality data from selected streams and treated waters in the Greensboro Area, North Carolina, 1986-87","interactions":[],"lastModifiedDate":"2016-12-15T13:40:02","indexId":"ofr88169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-169","title":"Surface-water and water-quality data from selected streams and treated waters in the Greensboro Area, North Carolina, 1986-87","docAbstract":"Water and bottom-sediment samples were collected from April 1986 to September 1987 at 19 sites in Guilford County and the City of Greensboro, North Carolina. Sampling locations included 13 stream sites, two lakes that supply City of Greensboro drinking water, two City of Greensboro finished drinking-water filtration plants, and two municipal wastewater plants where effluents were sampled prior to outfall into the receiving streams. Water sampling consisted of six routine samplings during various stages of steady flow at all sites, and rainfall-event sampling during two storms at six sites. Bottom-sediment samples were collected at three sites during two routine samplings.\r\n\r\nSamples were analyzed for trace-element, major ion, and nutrient concentrations, as well as general water-quality indicators, such as pH, dissolved oxygen, and specific conductivity. Concentrations of acid and base/neutral extractable, volatile organic compounds, and organochlorine and organophosphorus constituents were also determined. Chromatographs from organic analyses were submitted to computerized library searches, the results of which are included in this report. Results from all analyses are presented in tabular form in the appendices.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88169","usgsCitation":"Davenport, M., 1988, Surface-water and water-quality data from selected streams and treated waters in the Greensboro Area, North Carolina, 1986-87: U.S. Geological Survey Open-File Report 88-169, vi, 462 p. :maps ;28 cm., https://doi.org/10.3133/ofr88169.","productDescription":"vi, 462 p. :maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":41642,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0169/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146768,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0169/report-thumb.jpg"}],"country":"United States","state":"North Carolina","county":"Guilford County","city":"Greensboro","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-80.0368,36.2543],[-79.8315,36.2505],[-79.686,36.2462],[-79.532,36.2416],[-79.5362,36.023],[-79.5421,35.9001],[-79.7425,35.9084],[-79.7493,35.9084],[-79.8987,35.915],[-79.9833,35.9182],[-80.0469,35.9209],[-80.043,36.0103],[-80.0368,36.2543]]]},\"properties\":{\"name\":\"Guilford\",\"state\":\"NC\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a7ed","contributors":{"authors":[{"text":"Davenport, M.S.","contributorId":23553,"corporation":false,"usgs":true,"family":"Davenport","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":167484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13973,"text":"ofr87472 - 1988 - Land use, water use, streamflow, and water-quality characteristics of the Charlotte Harbor inflow area, Florida","interactions":[{"subject":{"id":13973,"text":"ofr87472 - 1988 - Land use, water use, streamflow, and water-quality characteristics of the Charlotte Harbor inflow area, Florida","indexId":"ofr87472","publicationYear":"1988","noYear":false,"title":"Land use, water use, streamflow, and water-quality characteristics of the Charlotte Harbor inflow area, Florida"},"predicate":"SUPERSEDED_BY","object":{"id":1790,"text":"wsp2359A - 1990 - Land use, water use, streamflow characteristics, and water-quality characteristics of the Charlotte Harbor inflow area, Florida","indexId":"wsp2359A","publicationYear":"1990","noYear":false,"chapter":"A","title":"Land use, water use, streamflow characteristics, and water-quality characteristics of the Charlotte Harbor inflow area, Florida"},"id":1}],"supersededBy":{"id":1790,"text":"wsp2359A - 1990 - Land use, water use, streamflow characteristics, and water-quality characteristics of the Charlotte Harbor inflow area, Florida","indexId":"wsp2359A","publicationYear":"1990","noYear":false,"title":"Land use, water use, streamflow characteristics, and water-quality characteristics of the Charlotte Harbor inflow area, Florida"},"lastModifiedDate":"2023-09-12T21:26:56.887572","indexId":"ofr87472","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"87-472","title":"Land use, water use, streamflow, and water-quality characteristics of the Charlotte Harbor inflow area, Florida","docAbstract":"

Charlotte Harbor is a 270-square-mile estuarine system in west-central Florida. It is being subjected to increasing environmental stress by rapid population growth and development. Population in the inflow area may double by the year 2020, resulting in increased demands for freshwater and increased waste loads.

The Myakka, Peace, and Caloosahatchee Rivers are the major rivers emptying into the harbor. About 70 percent of the land in these three river basins is composed of agricultural land and rangeland. In the coastal basin around Charlotte Harbor, about 50 percent of the total land area is devoted to commercial or residential uses. Water use in the inflow area is about 565 million gallons per day, of which 59 percent is used for irrigation, 26 percent for industry, 11 percent for public supply, and 4 percent for rural supply.

Total freshwater inflow from the three major rivers, the coastal area, and rainfall directly onto Charlotte Harbor averages between 5,700 and 6,100 cubic feet per second, which is more than 3,500 million gallons per day. A trend analysis of about 50 years of streamflow data shows a statistically significant decreasing trend for the Peace River stations at Bartow, Zolfo Springs, and Arcadia. There is no significant trend in the Myakka or Caloosahatchee River data. In the Peace River, the decrease in flow may be related to a long-term decline in the potentiometric surface of the underlying Floridan aquifer system, which resulted from ground-water withdrawals. It is not possible to determine whether the trend will continue. But if the trend does continue at the same rate, except for brief periods of storm runoff, the Peace River at Zolfo Springs could be dry year-round in about 100 years.

There are 114 facilities permitted to discharge domestic or industrial effluent to waters tributary to Charlotte Harbor, of which 88 are in the Peace River basin. Phosphate-ore and citrus processing account for most of the industrial effluent. Several locations in the headwaters of the Peace River have been significantly affected as a result of receiving wastewater effluent. The Peace, Myakka, and Caloosahatchee Rivers transport more than 2,000 tons per day of dissolved solids, more than 17 tons per day of nitrogen, and about 6 tons per day of phosphorus.

By the year 2020, the population in the inflow area is expected to increase by more than 500,000 people, which will require an additional 76 million gallons per day for water supply. The increased population will produce an additional 60 million gallons per day of domestic wastewater resulting in an additional 3 tons per day of nitrogen and 0.65 ton per day of phosphorus. More than 150 square miles of land will be converted to urban uses, producing another 0.25 ton per day of nitrogen from urban runoff. These increased nutrient loads can be expected to occur concurrently with decreased freshwater inflow.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87472","collaboration":"Prepared in cooperation with the Florida Department of Environmental Regulation","usgsCitation":"Hammett, K., 1988, Land use, water use, streamflow, and water-quality characteristics of the Charlotte Harbor inflow area, Florida: U.S. Geological Survey Open-File Report 87-472, v, 104 p., https://doi.org/10.3133/ofr87472.","productDescription":"v, 104 p.","costCenters":[],"links":[{"id":148016,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0472/report-thumb.jpg"},{"id":420737,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0472/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Charlotte Harbor inflow area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.36717489093922,\n 27.002272318999275\n ],\n [\n -82.36717489093922,\n 26.428473650321152\n ],\n [\n -81.849667332033,\n 26.428473650321152\n ],\n [\n -81.849667332033,\n 27.002272318999275\n ],\n [\n -82.36717489093922,\n 27.002272318999275\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf70","contributors":{"authors":[{"text":"Hammett, K.M.","contributorId":59006,"corporation":false,"usgs":true,"family":"Hammett","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":168723,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14618,"text":"ofr88482 - 1988 - Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model","interactions":[{"subject":{"id":14618,"text":"ofr88482 - 1988 - Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model","indexId":"ofr88482","publicationYear":"1988","noYear":false,"title":"Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model"},"predicate":"SUPERSEDED_BY","object":{"id":4702,"text":"twri06A2 - 1991 - Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model","indexId":"twri06A2","publicationYear":"1991","noYear":false,"title":"Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model"},"id":1}],"supersededBy":{"id":4702,"text":"twri06A2 - 1991 - Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model","indexId":"twri06A2","publicationYear":"1991","noYear":false,"title":"Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model"},"lastModifiedDate":"2020-10-08T18:40:53.559419","indexId":"ofr88482","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-482","title":"Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model","docAbstract":"The process of permanent compaction is not routinely included in simulations of groundwater flow. To simulate storage changes from both elastic and inelastic compaction, a computer program was written for use with the U. S. Geological Survey modular finite-difference groundwater flow model. The new program is called the Interbed-Storage Package. In the Interbed-Storage Package, elastic compaction or expansion is assumed to be proportional to change in head. The constant of proportionality is the product of skeletal component of elastic specific storage and thickness of the sediments. Similarly, inelastic compaction is assumed to be proportional to decline in head. The constant of proportionality is the product of the skeletal component of inelastic specific storage and the thickness of the sediments. Storage changes are incorporated into the groundwater flow model by adding an additional term to the flow equation. Within a model time step, the package appropriately apportions storage changes between elastic and inelastic components on the basis of the relation of simulated head to the previous minimum head. Another package that allows for a time-varying specified-head boundary is also documented. This package was written to reduce the data requirements for test simulations of the Interbed-Storage Package. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr88482","usgsCitation":"Leake, S.A., and Prudic, D.E., 1988, Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model: U.S. Geological Survey Open-File Report 88-482, vi, 80 p., https://doi.org/10.3133/ofr88482.","productDescription":"vi, 80 p.","costCenters":[],"links":[{"id":379243,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0482/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148311,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0482/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db6362d7","contributors":{"authors":[{"text":"Leake, S. A.","contributorId":52164,"corporation":false,"usgs":true,"family":"Leake","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":169747,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Prudic, David E. deprudic@usgs.gov","contributorId":3430,"corporation":false,"usgs":true,"family":"Prudic","given":"David","email":"deprudic@usgs.gov","middleInitial":"E.","affiliations":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"preferred":true,"id":169746,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":55186,"text":"wdrHI871 - 1988 - Water resources data for Hawaii and other Pacific areas, water year 1987: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2026-03-06T15:45:07.386119","indexId":"wdrHI871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"HI-87-1","title":"Water resources data for Hawaii and other Pacific areas, water year 1987: Volume 1. Hawaii","docAbstract":"

Water resources data for the 1987 water year for Hawaii and other Pacific Areas consist of records of stage, discharge, and water quality of streams and springs; and water levels and water quality in wells. This report, volume 1, contains discharge records for 84 gaging stations; water quality for 14 gaging stations, 53 partial-record flow stations, and 184 wells; and water levels for 41 observations wells. Also included are 107 crest-stage partial-record stations and 10 low-flow partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI871","collaboration":"Prepared in cooperation with the State of Hawaii Department of Land and Natural Resources, Division of Water and Land Development and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1988, Water resources data for Hawaii and other Pacific areas, water year 1987, volume 1, Hawaii: U.S. Geological Survey Water Data Report HI-87-1, 260 p., https://doi.org/10.3133/wdrHI871.","productDescription":"x, 260 p.","costCenters":[],"links":[{"id":180992,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/hi-87-1/report-thumb.jpg"},{"id":500860,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/hi-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f72c9","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":532289,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nakahara, R. H.","contributorId":77516,"corporation":false,"usgs":true,"family":"Nakahara","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":956467,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Yee, Johnson J.S.","contributorId":54232,"corporation":false,"usgs":true,"family":"Yee","given":"Johnson","email":"","middleInitial":"J.S.","affiliations":[],"preferred":false,"id":956468,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Domingo, J.A.","contributorId":8172,"corporation":false,"usgs":true,"family":"Domingo","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":956469,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":57568,"text":"wdrCA874 - 1988 - Water Resources Data for California, Water Year 1987. Volume 4. Northern Central Valley Basins and The Great Basin from Honey Lake Basin to Oregon State Line","interactions":[],"lastModifiedDate":"2012-08-30T01:02:05","indexId":"wdrCA874","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"CA-87-4","title":"Water Resources Data for California, Water Year 1987. Volume 4. Northern Central Valley Basins and The Great Basin from Honey Lake Basin to Oregon State Line","docAbstract":"Water resources data for the 1987 water year for California consist of records of stage, discharge, and water quality of streams; stage and contents in lakes and reservoirs; and water levels and water quality in wells. Volume 4 contains discharge records for 154 gaging stations; stage and contents for 33 lakes and reservoirs; water precipitation data for 2 stations; and water quality for 5 stations. Also included is one low-flow partial-record station. 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 California.","language":"English","publisher":"U.S. Geological Survey, Water Resources Division","publisherLocation":"Sacramento, CA","doi":"10.3133/wdrCA874","collaboration":"Prepared in cooperation with the California Department of Water Resources and with other agencies","usgsCitation":"Mullen, J., Shelton, W., and Simpson, R., 1988, Water Resources Data for California, Water Year 1987. Volume 4. Northern Central Valley Basins and The Great Basin from Honey Lake Basin to Oregon State Line: U.S. Geological Survey Water Data Report CA-87-4, x, 276 p., https://doi.org/10.3133/wdrCA874.","productDescription":"x, 276 p.","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":181305,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdr_ca_87_4.jpg"},{"id":259983,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/ca-87/WDR-1987-vol4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123,38 ], [ -123,42 ], [ -120,42 ], [ -120,38 ], [ -123,38 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd1c4","contributors":{"authors":[{"text":"Mullen, J.R.","contributorId":92683,"corporation":false,"usgs":true,"family":"Mullen","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":257392,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shelton, W.F.","contributorId":48241,"corporation":false,"usgs":true,"family":"Shelton","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":257391,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Simpson, R.G.","contributorId":16016,"corporation":false,"usgs":true,"family":"Simpson","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":257390,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68578,"text":"ha707 - 1988 - Flood of May 26-27, 1984 in Tulsa, Oklahoma","interactions":[],"lastModifiedDate":"2012-02-10T00:11:12","indexId":"ha707","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"707","title":"Flood of May 26-27, 1984 in Tulsa, Oklahoma","docAbstract":"The greatest flood disaster in the history of Tulsa, Oklahoma occurred during 8 hours from 2030 hours May 26 to 0430 hours May 27, 1984, as a result of intense rainfall centered over the metropolitan area. Storms of the magnitude that caused this flood are not uncommon to the southern great plains. Such storms are seldom documented in large urban areas. Total rainfall depth and rainfall distribution in the Tulsa metropolitan area during the May 26-27 storm were recorded by 16 recording rain gages. This report presents location of recording rain gages with corresponding rainfall histograms and mass curves, lines of equal rainfall depth (map A), and flood magnitudes and inundated areas of selected streams within the city (map B).\r\nThe limits of the study areas (fig. 1) are the corporate boundaries of Tulsa, an area of about 185 square miles. Streams draining the city are: Dirty Butter, Coal, and Mingo Creeks which drain northward into Bird Creek along the northern boundary of the city; and Cherry, Crow, Harlow, Joe Haikey, Fry, Vensel, Fred, and Mooser Creeks which flow into the Arkansas River along the southern part of the city. Flooding along Haikey, Fry, Fred, Vensel, and Mooser Creeks was not documented for this report. The Arkansas River is regulated by Keystone Dam upstream from Tulsa (fig. 1). The Arkansas River remained below flood stage during the storm.\r\n\r\nFlooded areas in Tulsa (map B) were delineated on the topographic maps using flood profiles based on surveys of high-water marks identified immediately after the flood. The flood boundaries show the limits of stream flooding. Additional areas flooded because of overfilled storm drains or by sheet runoff are not shown in this report.\r\n\r\nData presented in this report, including rainfall duration and frequency, and flood discharges and elevations, provide city officials and consultants a technical basis for making flood-plain management decisions.","language":"ENGLISH","doi":"10.3133/ha707","usgsCitation":"Bergman, D.L., and Tortorelli, R.L., 1988, Flood of May 26-27, 1984 in Tulsa, Oklahoma: U.S. Geological Survey Hydrologic Atlas 707, 2 maps on 1 sheet :col. ;64 x 65 cm. and 34 x 35 cm., sheet 95 x 147 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ha707.","productDescription":"2 maps on 1 sheet :col. ;64 x 65 cm. and 34 x 35 cm., sheet 95 x 147 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189995,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90212,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/707/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90213,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/707/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90214,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/707/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -96.11749999999999,35.950833333333335 ], [ -96.11749999999999,36.25 ], [ -95.75,36.25 ], [ -95.75,35.950833333333335 ], [ -96.11749999999999,35.950833333333335 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae6d1","contributors":{"authors":[{"text":"Bergman, DeRoy L.","contributorId":87606,"corporation":false,"usgs":true,"family":"Bergman","given":"DeRoy","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":278506,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tortorelli, Robert L.","contributorId":65071,"corporation":false,"usgs":true,"family":"Tortorelli","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":278505,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":60206,"text":"mf2023 - 1988 - Aeromagnetic maps of the Colorado River region including the Kingman, Needles, Salton Sea, and El Centro 1 degree by 2 degrees quadrangles, California, Arizona, and Nevada","interactions":[],"lastModifiedDate":"2025-05-28T17:28:04.79816","indexId":"mf2023","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"2023","title":"Aeromagnetic maps of the Colorado River region including the Kingman, Needles, Salton Sea, and El Centro 1 degree by 2 degrees quadrangles, California, Arizona, and Nevada","docAbstract":"

Aeromagnetic data for the Colorado river region have been compiled as part of the Pacific to Arizona Crustal Experiment (PACE) Project. The data are presented here in a series of six compilations for the Kingman, Needles, Salton Sea, and El Centro 1 degree by 2 degree quadrangles, California, Arizona, and Nevada, at scales of 1:250,000 and 1:750,000. The scales and map areas are identical to those used by Mariano and others (1986) to display the Bouguer and isotatic residual gravity for this region. Data were compiled separately for the Kingman quadrangle, the Needles quadrangle, and an area covering the Salton Sea quadrangle and part of the El Centro quadrangle.

\n

Aeromagnetic anomalies are produced by variations in the strength and direction of the magnetic field of rocks that include magnetic minerals, commonly magnetite. Patterns of anomalies on aeromagnetic maps can reveal structures - for example, faults which have juxtaposed magnetic rocks against non-magnetic rocks, or areas of alteration where magnetic minerals have been destroyed by hydrothermal activity. Tectonic features of regional extent may not become apparent until a number of aeromagnetic surveys have been compiled and plotted at the same scale. Commonly the compilation involves piecing together data from surveys that were flown at different times with widely disparate flight specifications and data reduction procedures. The data may be compiled into a composite map, where all the pieces are plotted onto one map without regard to the difference in flight elevation and datum, or they may be compiled into a merged map, where all survey data are analytically reduced to a common flight elevation and datum, and then digitally merged at the survey boundaries. The composite map retains the original resolution of all the survey data, but computer methods to enhance regional features crossing the survey boundaries may not be applied. On the other hand, computer methods can be applied to the merged data, but the accuracy of the data may be slightly diminished.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf2023","usgsCitation":"Mariano, J., and Grauch, V., 1988, Aeromagnetic maps of the Colorado River region including the Kingman, Needles, Salton Sea, and El Centro 1 degree by 2 degrees quadrangles, California, Arizona, and Nevada: U.S. Geological Survey Miscellaneous Field Studies Map 2023, 3 Plates: 40.02 x 56.76 inches or smaller, https://doi.org/10.3133/mf2023.","productDescription":"3 Plates: 40.02 x 56.76 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":327339,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2023/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327338,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2023/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327337,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2023/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":183542,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf2023.PNG"},{"id":486659,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5622.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"250000","country":"United States","state":"Arizona, California, Nevada","otherGeospatial":"Kingman, Needles, Salton Sea, and El Centro 1 degree by 2 degrees quadrangles","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -116,\n 36\n ],\n [\n -116,\n 35\n ],\n [\n -114,\n 35\n ],\n [\n -114,\n 36\n ],\n [\n -116,\n 36\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689e52","contributors":{"authors":[{"text":"Mariano, John","contributorId":69949,"corporation":false,"usgs":true,"family":"Mariano","given":"John","email":"","affiliations":[],"preferred":false,"id":263315,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grauch, V.J. 0000-0002-0761-3489","orcid":"https://orcid.org/0000-0002-0761-3489","contributorId":70362,"corporation":false,"usgs":true,"family":"Grauch","given":"V.J.","affiliations":[],"preferred":false,"id":263316,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":58530,"text":"mf2047 - 1988 - Map showing radon potential of rocks and soils in Fairfax County, Virginia","interactions":[],"lastModifiedDate":"2013-12-03T15:00:18","indexId":"mf2047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"2047","title":"Map showing radon potential of rocks and soils in Fairfax County, Virginia","docAbstract":"Since 1984, indoor radon has gained national attention as a significant health hazard in the United States. Radon is a colorless, odorless, radioactive gas derived from uranium by radioactive decay. The U.S. Environmental Protection Agency (EPA) now projects that 5,000 to 20,000 lung-cancer deaths per year may be attributed to the long-term exposure to indoor radon and its radioactive decay products. Indoor radon has been previously recognized as a health hazard associated with uranium-bearing mill tailings or building materials, but it was not until December 1984 that some natural soils and rocks were found to be sources of indoor radon at levels comparable to those in uranium mines. It is now suspected that elevated indoor radon levels are far more widespread than initially though. The EPA considers 4 picoCuries of radon per liter of air (pCi/L) as the level (in a year-round measurement) at which actions ought to be taken to lower the concentration of indoor radon. All soils and rocks contain measurable amounts of uranium, which generate measurable amounts of radon. Certain soils and rocks, however, have a greater potential to cause indoor radon problems than others because (1) they have a higher uranium content and thus can generate higher levels of radon in soil gas (gas that occupies the pores of the soil), and (2) the permeability of the sol or rack is sufficiently high that radon-bearing soil gas can flow freely and move indoors through the foundation of the structure. This study was designed to demonstrate the correlation between the geologic environment and indoor radon levels and to demonstrate a method of assessment that could be used by other informed workers in areas of their interest. A parallel study by Gundersen and others (1988) of the radon potential of rocks and soils in Montgomery County, Md., used somewhat different methods of assessment because the data available for and assessment of Montgomery County differed.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf2047","collaboration":"Prepared in cooperation with the County of Fairfax","usgsCitation":"Otton, J.K., Schumann, R.R., Owen, D.E., Thurman, N., and Duval, J.S., 1988, Map showing radon potential of rocks and soils in Fairfax County, Virginia: U.S. Geological Survey Miscellaneous Field Studies Map 2047, 1 Plate: 43.60 x 52.14 inches, https://doi.org/10.3133/mf2047.","productDescription":"1 Plate: 43.60 x 52.14 inches","costCenters":[],"links":[{"id":184817,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/2047/report-thumb.jpg"},{"id":278828,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2047/plate-1.pdf"}],"scale":"48000","country":"United States","state":"Virginia","county":"Fairfax County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -77.5,38.583333 ], [ -77.5,39.066667 ], [ -77.166667,39.066667 ], [ -77.166667,38.583333 ], [ -77.5,38.583333 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a343e","contributors":{"authors":[{"text":"Otton, James K. jkotton@usgs.gov","contributorId":1170,"corporation":false,"usgs":true,"family":"Otton","given":"James","email":"jkotton@usgs.gov","middleInitial":"K.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":259633,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schumann, R. Randall 0000-0001-8158-6960 rschumann@usgs.gov","orcid":"https://orcid.org/0000-0001-8158-6960","contributorId":1569,"corporation":false,"usgs":true,"family":"Schumann","given":"R.","email":"rschumann@usgs.gov","middleInitial":"Randall","affiliations":[{"id":318,"text":"Geosciences and Environmental Change Science Center","active":true,"usgs":true}],"preferred":true,"id":259634,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Owen, Douglass E.","contributorId":76282,"corporation":false,"usgs":true,"family":"Owen","given":"Douglass","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":259637,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thurman, Nelson","contributorId":57756,"corporation":false,"usgs":true,"family":"Thurman","given":"Nelson","email":"","affiliations":[],"preferred":false,"id":259636,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Duval, Joseph S.","contributorId":22314,"corporation":false,"usgs":true,"family":"Duval","given":"Joseph","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":259635,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":57654,"text":"wdrIN871 - 1988 - Water resources data for Indiana, water year 1987","interactions":[],"lastModifiedDate":"2014-06-11T13:23:35","indexId":"wdrIN871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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-87-1","title":"Water resources data for Indiana, water year 1987","docAbstract":"Water resources data for the 1987 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\nfor 187 stream-gaging stations, stage for 1 stream station, stage and contents for 1\nreservoir, water quality for 3 streams and 3 observation wells, and water levels for\n79 lakes and 87 observation wells. Also included are records of peak flows for 23\ncrest-stage, partial-record stations. Additional water data were collected at various\nsites, not part of the systematic data-collection program, and are shown as miscellaneous\nmeasurements. These data represent that part of the National Water Data System\noperated by the U.S. Geological Survey in Indiana in cooperation with State and\nFederal agencies.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrIN871","collaboration":"Prepared in cooperation with the State of Indiana and with other agencies","usgsCitation":"Glatfelter, D.R., Thompson, R.E., and Nell, G.E., 1988, Water resources data for Indiana, water year 1987: U.S. Geological Survey Water Data Report IN-87-1, xv, 433 p., https://doi.org/10.3133/wdrIN871.","productDescription":"xv, 433 p.","numberOfPages":"453","temporalStart":"1986-10-01","temporalEnd":"1987-09-30","costCenters":[],"links":[{"id":288342,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288341,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/in-87-1/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":"4f4e4ac7e4b07f02db67ae82","contributors":{"authors":[{"text":"Glatfelter, Dale R.","contributorId":59011,"corporation":false,"usgs":true,"family":"Glatfelter","given":"Dale","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":257619,"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":257620,"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":257618,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":55692,"text":"wdrMI871 - 1988 - Water resources data for Michigan, water year 1987","interactions":[],"lastModifiedDate":"2017-08-10T14:31:51","indexId":"wdrMI871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"MI-87-1","title":"Water resources data for Michigan, water year 1987","docAbstract":"

Water resources data for the 1987 water year for Michigan consists of records of stage, stage and contents of lakes and discharge, and water quality of streams; reservoirs; and water levels and water temperature of ground water. This report contains discharge records for 135 streamflow-gaging stations; stage only records for 15 lake-gaging stations; stage and contents for 5 lakes and reservoirs; water-quality records for 24 streamflow-gaging stations; water-level records for 52 observation wells; and water-temperature records for 6 observation wells. Also included are 52 crest-stage partial-record stations and 8 low-flow partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program. Miscellaneous data were collected at 100 measuring sites and 23 water-quality sampling sites. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State, Local, and Federal agencies in Michigan.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrMI871","collaboration":"Prepared in cooperation with the State of Michigan and with other agencies","usgsCitation":"Blumer, S.P., Failing, J., Larson, W., Whited, C., and LeuVoy, R., 1988, Water resources data for Michigan, water year 1987: U.S. Geological Survey Water Data Report MI-87-1, ix, 281 p., https://doi.org/10.3133/wdrMI871.","productDescription":"ix, 281 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":344727,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/mi-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181800,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/mi-87-1/report-thumb.jpg"}],"country":"United 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P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":254019,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Failing, J.C.","contributorId":76822,"corporation":false,"usgs":true,"family":"Failing","given":"J.C.","affiliations":[],"preferred":false,"id":254023,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, W.W.","contributorId":27922,"corporation":false,"usgs":true,"family":"Larson","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":254020,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Whited, C.R.","contributorId":49387,"corporation":false,"usgs":true,"family":"Whited","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":254021,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"LeuVoy, R.L.","contributorId":56706,"corporation":false,"usgs":true,"family":"LeuVoy","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":254022,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":55260,"text":"wdrKS871 - 1988 - Water resources data, Kansas, water year 1987","interactions":[],"lastModifiedDate":"2018-11-05T15:22:20","indexId":"wdrKS871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"KS-87-1","title":"Water resources data, Kansas, water year 1987","docAbstract":"

Water-resources data for the 1987 water year for Kansas consist of records of stage, discharge, and water quality of streams; elevation, contents, and water quality of lakes or reservoirs; and water levels and water quality of ground-water wells. This report contains records for water discharge at 140 gaging stations; elevation and contents at 24 lakes or reservoirs; water quality at 31 gaging stations; and water levels at 1,590 observation wells and water quality at 221 wells. Also included are data for 87 high-flow, 10 low-flow, and 1 flood hydrograph partial-record station; and 2 chemical-quality of precipitation stations. Miscellaneous field water-quality data were collected at 101 measured sites, and miscellaneous water-quality data were collected at 14 sampling sites. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and federal agencies in Kansas.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrKS871","usgsCitation":"Geiger, C., Lacock, D., Putnam, J., Merry, C., and Schneider, D., 1988, Water resources data, Kansas, water year 1987: U.S. Geological Survey Water Data Report KS-87-1, ix, 492 p., https://doi.org/10.3133/wdrKS871.","productDescription":"ix, 492 p.","numberOfPages":"505","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":174070,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/ks-87-1/report-thumb.jpg"},{"id":359197,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/ks-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"86-4070","title":"Ground-water flow and solute transport at a municipal landfill site on Long Island, New York – Part 1: Hydrogeology and water quality","docAbstract":"Hydrogeology and water quality in a 4 sq mi area surrounding the Brookhaven landfill site in the Town of Brookhaven, New York, were studied in 1981-83. The 60-acre sanitary landfill at the site was excavated in highly permeable glacial outwash that forms the upper glacial aquifer and is lined with a polyvinyl chloride membrane. Groundwater beneath the site is under water table conditions and flows southeast at approximately 1.1 ft/day. Samples from wells downgradient indicate that leachate has entered the aquifer despite the liner. A plume 3,700 ft long , 2,400 ft wide, and at least 90 ft thick was delineated based on specific conductance data. Water quality in the Magothy aquifer and in Beaverdam Creek, a groundwater fed stream 2,000 ft southeast of the landfill site, does not appear to be affected. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864070","usgsCitation":"Wexler, E.J., 1988, Ground-water flow and solute transport at a municipal landfill site on Long Island, New York – Part 1: Hydrogeology and water quality: U.S. Geological Survey Water-Resources Investigations Report 86-4070, Report: vii, 52 p.; 1 Plate: 19.71 × 27.74 inches, https://doi.org/10.3133/wri864070.","productDescription":"Report: vii, 52 p.; 1 Plate: 19.71 × 27.74 inches","costCenters":[],"links":[{"id":393788,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36527.htm"},{"id":59243,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4070/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59242,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4070/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119522,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4070/report-thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Brookhaven Landfill, Long Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -72.908,\n 40.775\n ],\n [\n -72.9420,\n 40.775\n ],\n [\n -72.9420,\n 40.808\n ],\n [\n -72.908,\n 40.808\n ],\n [\n -72.908,\n 40.775\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c886","contributors":{"authors":[{"text":"Wexler, E. J.","contributorId":104931,"corporation":false,"usgs":true,"family":"Wexler","given":"E.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203295,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29495,"text":"wri884020 - 1988 - Hydrology of the chain of lakes tributary to Devils Lake and water-level simulations of Devils Lake, northeastern North Dakota","interactions":[],"lastModifiedDate":"2018-03-21T14:22:37","indexId":"wri884020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4020","title":"Hydrology of the chain of lakes tributary to Devils Lake and water-level simulations of Devils Lake, northeastern North Dakota","docAbstract":"

High water levels of the chain of lakes tributary to Devils Lake, North Dakota have, in recent years, caused flooding of cropland and county roads, thus disrupting agricultural interests. High water levels of Devils Lake pose a flood threat to the city of Devils Lake, Camp Grafton National Guard Camp, and road, sewer, and lagoon systems of several communities. The chain of lakes acts as an evaporation and storage basin. During the spring and summer of 1985, about 25,980 acre-feet of runoff flowed into the chain of lakes from upstream tributaries. About 10,180 acre-feet (about 39 percent) of that runoff flowed out of the chain of lakes. By September 30, 1985, about 440 acre-feet (less than 2 percent of the runoff that flowed into the chain of lakes) remained in storage in the chain of lakes upstream of Devils Lake. The other 15,360 acre-feet (about 59 percent of the runoff that flowed into the chain of lakes) was removed from the chain of lakes, mainly by evaporation.

High-runoff conditions for Devils Lake were simulated on the basis of records of hydrologic and climatologic data for the years 1985-2032, and a low-runoff condition for Devils Lake was simulated for the years 1985-1990. The January 1985 water level of 1,426.12 feet above sea level was used for the initial lake level. A combination of storage conditions in the upstream chain of lakes and different hydrologic and climatologic variables were used for the high-runoff-condition simulations. For existing storage conditions in the chain of lakes, Devils Lake would have a maximum water level ranging from 1,432.0 to 1,442.6 feet above sea level. For midlevel storage conditions, maximum water levels of Devils Lake would range from 1,432.4 to 1,441.4 feet above sea level. For highlevel storage conditions, maximum water levels of Devils Lake would range from 1,431.3 to 1,439.9 feet above sea level. The low-runoff condition simulation indicates that Devils Lake would have a minimum water level of 1,420.7 feet above sea level.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884020","usgsCitation":"Ryan, G.L., and Wiche, G.J., 1988, Hydrology of the chain of lakes tributary to Devils Lake and water-level simulations of Devils Lake, northeastern North Dakota: U.S. Geological Survey Water-Resources Investigations Report 88-4020, v, 39 p., https://doi.org/10.3133/wri884020.","productDescription":"v, 39 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":119616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4020/report-thumb.jpg"},{"id":58344,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc7be","contributors":{"authors":[{"text":"Ryan, Gerald L.","contributorId":43417,"corporation":false,"usgs":true,"family":"Ryan","given":"Gerald","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201607,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wiche, Gregg J. gjwiche@usgs.gov","contributorId":1675,"corporation":false,"usgs":true,"family":"Wiche","given":"Gregg","email":"gjwiche@usgs.gov","middleInitial":"J.","affiliations":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201608,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29433,"text":"wri874220 - 1988 - Water resources of the Apostle Islands National Lakeshore, northern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T10:39:12","indexId":"wri874220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4220","title":"Water resources of the Apostle Islands National Lakeshore, northern Wisconsin","docAbstract":"

The Apostle Islands National Lakeshore consists of 21 islands, part of the Bayfield Peninsula, and the adjacent waters of Lake Superior. Selected water resources of the Apostle Islands National Lakeshore were assessed to aid the National Park Service in developing and managing the Lakeshore and to provide a data base against which future changes can be compared. This summary of water-resources data, collected by the U.S. Geological Survey during 1979-84, provides a qualitative description of selected hydrologic components of the Lakeshore.

\n

Streamflow in the Lakeshore area is characterized by typical seasonal fluctuations. Flow in Sand River at State Highway 13 ranged from 3.9 to 1,630 cubic feet per second. The recurrence interval of the maximum observed discharge was about 4 years. The minimum observed 7-day low flow was 3.86 cubic feet per second.

\n

The greatest concentrations of most chemical constituents in Bayfield Peninsula streams occurred during base flow.

\n

Annual sediment loads in Sand River at State Highway 13 ranged from 977 tons in 1980 water year to 24,600 tons in 1984 water year.The average annual sediment load transported by Bayfield Peninsula streams to the National Lakeshore area of Lake Superior is estimated to be 44,000 tons. Annual phosphorus loads ranged from 1,400 pounds in 1980 water year to 11,100 pounds in 1984 water year. The average annual phosphorus load transported by Bayfield Peninsula streams to the National Lakeshore area of Lake Superior is estimated to be 21,500 pounds.

\n

Few island streams flow perennially, but Oak Island streams generally yield more base-flow runoff than Stockton Island streams. The base flow of Oak Island streams is dominated by ground-water discharge, whereas Stockton Island stream base flow is sustained by seepage from wetlands and beaver ponds.

\n

There are two major lagoons in the Lakeshore, the Outer Island Lagoon's area is 53 acres and its maximum depth is 7 feet. Dominant inflow to the lagoon is from precipitation on its surface and seepage from an adjacent bog. Outflow during open-water periods is dominated by evaporation. Ground-water seepage from the lagoon toward Lake Superior occurs yearround. The lagoon's water is acidic and has low specific conductance and generally small concentrations of most chemical constituents.

\n

The Michigan Island Lagoon is about 4 acres in area and its maximum depth is 6.5 feet. The most significant sources of inflow appear to be precipitation and wave washover from Lake Superior.

\n

Water from four deep-water monitoring sites in Lake Superior revealed concentrations of total phosphorus, organic carbon, and recoverable mercury ranging from <0.01 to 0.02 milligrams per liter, 1.1 to 5.3 milligrams per liter and <0.1 to 0.1 micrograms per liter, respectively. Neither pesticide residues nor fecal coliform bacteria were detected in the water column. Total phosphorus concentrations in bottom sediment ranged from 50 to 470 milligrams per kilogram and were related directly to the percentage of fine-grained (< 0.0625 millimeters) sediment particles. Traces of only two pesticide residues- DDE and DDT were detected in sediment. The most abundant benthic macroinvertebrate was Pontoporeia affinis, which was found in densities of from 960 to 2,100 organisms per square meter.

\n

No adverse affects resulting from visitor use were detected in the shallow-water, heavy-use areas in Presque Isle Bay off Stockton Island or in the waters between Rocky and South Twin Islands. Phosphorus and organic-carbon concentrations were similar to those observed in the deep-water area; mercury was not detected in water from either area.

\n

Ground-water use in the National Lakeshore is primarily for consumption by Lakeshore visitors and employees. Of 14 wells constructed from 1979-84, 4 were finished in glacial sand and gravel, and 10 were finished in sandstone. Specific capacities ranged from 0.63 to 50 gallon per minute per foot. Average concentrations of dissolved solids are moderate and concentrations of heavy metals did not exceed Wisconsin's primary health standard.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874220","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Rose, W.J., 1988, Water resources of the Apostle Islands National Lakeshore, northern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 87-4220, vi, 44 p., https://doi.org/10.3133/wri874220.","productDescription":"vi, 44 p.","numberOfPages":"50","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":122647,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4220/report-thumb.jpg"},{"id":58281,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4220/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Bayfield County","otherGeospatial":"Apostle Islands National Lakeshore, Lake Superior","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -90.98876953125,\n 46.803819640791566\n ],\n [\n -90.77178955078125,\n 46.702202151643455\n ],\n [\n -90.54107666015625,\n 46.78501604269254\n ],\n [\n -90.37628173828125,\n 46.948387301863534\n ],\n [\n -90.31036376953125,\n 47.040182144806664\n ],\n [\n -90.4449462890625,\n 47.14676553125098\n ],\n [\n -90.75256347656249,\n 47.14676553125098\n ],\n [\n -90.98602294921875,\n 47.06638028321398\n ],\n [\n -91.0821533203125,\n 46.965259400349275\n ],\n [\n -91.23321533203125,\n 46.880845705719146\n ],\n [\n -91.219482421875,\n 46.8094594390422\n ],\n [\n -90.98876953125,\n 46.803819640791566\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d0b","contributors":{"authors":[{"text":"Rose, W. J.","contributorId":14433,"corporation":false,"usgs":true,"family":"Rose","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201519,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29116,"text":"wri874018 - 1988 - Streamflow characteristics of the Missouri River basin, Wyoming, through 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri874018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4018","title":"Streamflow characteristics of the Missouri River basin, Wyoming, through 1984","docAbstract":"Streamflow characteristics as of 1984 for the Missouri River Basin, Wyoming, based on data from 204 streamflow-gaging stations are summarized. The streamflow characteristics reported include mean monthly and mean annual streamflow; duration of daily mean flow; and magnitude and probability of instantaneous peak flow, annual low flow, and annual high flow. Recurrence intervals of 2, 5, 10, 20, or 50, and 100 yr are determined for the peak-flow, low-flow, and high-flow characteristics. Annual low-flow and high-flow characteristics are also listed for various numbers of consecutive days. A station description, tables of streamflow characteristics, and graphs of mean monthly streamflow and duration of daily mean streamflow are presented for each station. Streamflow characteristics for periods before and after dam construction or transbasin diversion are presented for six stations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874018","usgsCitation":"Peterson, D.A., 1988, Streamflow characteristics of the Missouri River basin, Wyoming, through 1984: U.S. Geological Survey Water-Resources Investigations Report 87-4018, iii, 431 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874018.","productDescription":"iii, 431 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159524,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4018/report-thumb.jpg"},{"id":57985,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4018/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57986,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e18","contributors":{"authors":[{"text":"Peterson, D. A.","contributorId":6453,"corporation":false,"usgs":true,"family":"Peterson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200971,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29115,"text":"wri874022 - 1988 - Streamflow characteristics of the Green, Bear, and Snake River basins, Wyoming, through 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri874022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"87-4022","title":"Streamflow characteristics of the Green, Bear, and Snake River basins, Wyoming, through 1984","docAbstract":"A summary of streamflow characteristics as of 1984 is presented for the Green, Bear, and Snake River Basins in Wyoming and adjacent areas, based on data from 101 streamflow-gaging stations. Streamflow characteristics include mean monthly and mean annual streamflow, duration of daily mean flow, and magnitude and probability of instantaneous peak flow, annual high flow, and annual low flow. Recurrence intervals of 2, 5, 10 , 25, 50 and 100 yr are utilized for the peak-flow, high-flow and low-flow characteristics. Low-flow and high-flow characteristics are also listed for standard periods of consecutive days. A station description, tables of streamflow characteristics, and graphs of mean monthly streamflow and duration of daily mean streamflow are presented for each station. Streamflow characteristics before and after dam construction are presented for five stations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874022","usgsCitation":"Peterson, D.A., 1988, Streamflow characteristics of the Green, Bear, and Snake River basins, Wyoming, through 1984: U.S. Geological Survey Water-Resources Investigations Report 87-4022, iii, 223 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874022.","productDescription":"iii, 223 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4022/report-thumb.jpg"},{"id":57984,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e31","contributors":{"authors":[{"text":"Peterson, D. A.","contributorId":6453,"corporation":false,"usgs":true,"family":"Peterson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200970,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28999,"text":"wri884009 - 1988 - Fracture characterization and fracture-permeability estimation at the underground research laboratory in southeastern Manitoba, Canada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri884009","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4009","title":"Fracture characterization and fracture-permeability estimation at the underground research laboratory in southeastern Manitoba, Canada","docAbstract":"Various conventional geophysical well logs were obtained in conjunction with acoustic tube-wave amplitude and experimental heat-pulse flowmeter measurements in two deep boreholes in granitic rocks on the Canadian shield in southeastern Manitoba. The objective of this study is the development of measurement techniques and data processing methods for characterization of rock volumes that might be suitable for hosting a nuclear waste repository. One borehole, WRA1, intersected several major fracture zones, and was suitable for testing quantitative permeability estimation methods. The other borehole, URL13, appeared to intersect almost no permeable fractures; it was suitable for testing methods for the characterization of rocks of very small permeability and uniform thermo-mechanical properties in a potential repository horizon. Epithermal neutron , acoustic transit time, and single-point resistance logs provided useful, qualitative indications of fractures in the extensively fractured borehole, WRA1. A single-point log indicates both weathering and the degree of opening of a fracture-borehole intersection. All logs indicate the large intervals of mechanically and geochemically uniform, unfractured granite below depths of 300 m in the relatively unfractured borehole, URL13. Some indications of minor fracturing were identified in that borehole, with one possible fracture at a depth of about 914 m, producing a major acoustic waveform anomaly. Comparison of acoustic tube-wave attenuation with models of tube-wave attenuation in infinite fractures of given aperture provide permeability estimates ranging from equivalent single-fractured apertures of less than 0.01 mm to apertures of > 0.5 mm. One possible fracture anomaly in borehole URL13 at a depth of about 914 m corresponds with a thin mafic dike on the core where unusually large acoustic contrast may have produced the observed waveform anomaly. No indications of naturally occurring flow existed in borehole URL13; however, flowmeter measurements indicated flow at < 0.05 L/min from the upper fracture zones in borehole WRA1 to deeper fractures at depths below 800 m. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884009","usgsCitation":"Paillet, F.L., 1988, Fracture characterization and fracture-permeability estimation at the underground research laboratory in southeastern Manitoba, Canada: U.S. Geological Survey Water-Resources Investigations Report 88-4009, 42 p. :ill. ;28 cm., https://doi.org/10.3133/wri884009.","productDescription":"42 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124154,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4009/report-thumb.jpg"},{"id":57866,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a9025","contributors":{"authors":[{"text":"Paillet, Frederick L.","contributorId":63820,"corporation":false,"usgs":true,"family":"Paillet","given":"Frederick","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200762,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}