{"pageNumber":"546","pageRowStart":"13625","pageSize":"25","recordCount":16499,"records":[{"id":25462,"text":"wri8223 - 1982 - Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin","interactions":[],"lastModifiedDate":"2023-12-13T22:19:53.342114","indexId":"wri8223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-23","title":"Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin","docAbstract":"<p>The primary effects of a floodwater-retarding structure (FRS) on the streamflow of Trout Creek, Wisconsin, are attenuation of flood peaks and extension of the time base of flood hydrographs. Reduction of flood peaks ranged from 58 to 91 percent during the study period from 1975 to 1979.</p>\n<p>There is an inverse relation between sediment concentration and outflow from the FRS during floods. As water went into storage in the flood pool in March 1976, the daily-mean total-sediment concentration in the FRS outflow dropped from 562 to 147 milligrams per liter. Sediment concentration subsequently increased to 809 milligrams per liter as the discharge from the FRS dropped; concentrations remained more than 400 milligrams per liter for several weeks thereafter. Most sediment stored in the flood pool during flood flows is released from the reservoir during subsequent reduced discharge. Sediment trapping efficiency of the FRS was about 7 percent for the 4-year period of the study.</p>\n<p>The bankfull capacity of the channel was reduced from 154 cubic feet per second upstream from the flood pool of the FRS to 65 cubic feet per second just downstream from the FRS. This latter discharge corresponds closely to the normal FRS outflow of 58 to 71 cubic feet per second during floods. Mean bankfull depth downstream from the FRS has adjusted to a value 45 percent less than upstream from the structure due to sedimentation of materials transported from the FRS during reduced flows. The hydraulic geometry and relationships between channel geometry and drainage area indicate little effect of the FRS near the mouth of Trout Creek, 2.4 miles downstream from the FRS. The arthropod fauna of Trout Creek is large and diverse. No effects of the FRS on these fauna were observed from April 1975 to October 1979.</p>\n<p>From fall 1975 to winter 1978, the most important factor contributing to increased brown trout egg survival and fry emergence in Trout Creek during a single reproductive season is higher water temperatures in the upper reaches of the stream. The FRS was not found to have any significant effect on trout reproduction during that period.</p>\n<p>From 1960 to 1979, winter floods seem to have had the greatest adverse effect on the survival of brown trout eggs and sac fry. Although construction of the FRS has eliminated some spawning gravels in the flood pool owing to sedimentation, the wild trout have adapted by using spawning grounds above the flood pool more extensively and intensively. The FRS has not blocked the upstream migration of spawning trout, but it has eliminated similar migrations of fish that compete with and prey on the trout. Controlled streamflows downstream from the FRS have had a stabilizing influence on the limited trout reproduction in this region.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8223","collaboration":"Prepared in cooperation wit the Wisconsin Department of Natural Resources","usgsCitation":"Baima, S., Graczyk, D.J., Field, S.J., Wentz, D.A., Hilsenhoff, W.L., Avery, E.L., and Brynildson, O.M., 1982, Effects of a floodwater-retarding structure on the hydrology and ecology of Trout Creek in southwestern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 82-23, vi, 68 p., https://doi.org/10.3133/wri8223.","productDescription":"vi, 68 p.","numberOfPages":"76","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":423548,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35522.htm","linkFileType":{"id":5,"text":"html"}},{"id":123564,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0023/report-thumb.jpg"},{"id":54192,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","otherGeospatial":"Trout Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.00720977783203,\n              43.00941729870574\n            ],\n            [\n              -90.00720977783203,\n              43.15760973366244\n            ],\n            [\n              -89.86026763916016,\n              43.15760973366244\n            ],\n            [\n              -89.86026763916016,\n              43.00941729870574\n            ],\n            [\n              -90.00720977783203,\n              43.00941729870574\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624ab3","contributors":{"editors":[{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":890148,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Graczyk, David J.","contributorId":208789,"corporation":false,"usgs":false,"family":"Graczyk","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890149,"contributorType":{"id":2,"text":"Editors"},"rank":2}],"authors":[{"text":"Baima, Steve","contributorId":332431,"corporation":false,"usgs":false,"family":"Baima","given":"Steve","email":"","affiliations":[],"preferred":false,"id":890150,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Graczyk, David J.","contributorId":208789,"corporation":false,"usgs":false,"family":"Graczyk","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890151,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Field, Stephen J.","contributorId":53800,"corporation":false,"usgs":true,"family":"Field","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":890152,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":890153,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hilsenhoff, William L.","contributorId":332432,"corporation":false,"usgs":false,"family":"Hilsenhoff","given":"William","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":890154,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Avery, Eddie L.","contributorId":332433,"corporation":false,"usgs":false,"family":"Avery","given":"Eddie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":890155,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Brynildson, O. M.","contributorId":332434,"corporation":false,"usgs":false,"family":"Brynildson","given":"O.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":890156,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":10429,"text":"ofr82855 - 1982 - Water resources of Borrego Valley and vicinity, California: Phase 1— Definition of geologic and hydrologic characteristics of the basin","interactions":[],"lastModifiedDate":"2021-09-20T21:15:32.447361","indexId":"ofr82855","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-855","title":"Water resources of Borrego Valley and vicinity, California: Phase 1— Definition of geologic and hydrologic characteristics of the basin","docAbstract":"This report is phase 1 of a 3-phase study and includes information needed to build a digital hydrologic model of Borrego Valley. It includes sources and amounts of recharge water to the basin, areas of water withdrawal, total ground water in storage at steady-state conditions (1945), net ground-water depletion, grid network used to determine storage and depletion, total depth of alluvial fill, transmissivity, hydraulic conductivity and specific yield of aquifers, thickness of individual aquifers, and chemical quality of water. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82855","usgsCitation":"Moyle, W., 1982, Water resources of Borrego Valley and vicinity, California: Phase 1— Definition of geologic and hydrologic characteristics of the basin: U.S. Geological Survey Open-File Report 82-855, Report: v, 39 p.; 12 Plates: 47.22 × 30.19 inches or smaller, https://doi.org/10.3133/ofr82855.","productDescription":"Report: v, 39 p.; 12 Plates: 47.22 × 30.19 inches or smaller","costCenters":[],"links":[{"id":38297,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38296,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38295,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38294,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38293,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38292,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38291,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38290,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38289,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38288,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38287,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38298,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0855/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":389508,"rank":15,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13842.htm"},{"id":38286,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0855/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145699,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0855/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Borrego Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.5,\n              33.0750\n            ],\n            [\n              -116.0,\n              33.0750\n            ],\n            [\n              -116.0,\n              33.43373345341701\n            ],\n            [\n              -116.5,\n              33.43373345341701\n            ],\n            [\n              -116.5,\n              33.0750\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0868","contributors":{"authors":[{"text":"Moyle, W. R.","contributorId":27421,"corporation":false,"usgs":true,"family":"Moyle","given":"W. R.","affiliations":[],"preferred":false,"id":161376,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9432,"text":"ofr82358 - 1982 - Hydrologic investigations and data-collection network in strippable coal-resource areas in northwestern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:06:22","indexId":"ofr82358","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-358","title":"Hydrologic investigations and data-collection network in strippable coal-resource areas in northwestern New Mexico","docAbstract":"This report presents hydrologic investigations and data collections conducted by the U.S. Geological Survey in the strippable coal areas of northwestern New Mexico. Streamflow, ground-water, and quality-of-water data were collected to provide information about baseline or prevailing hydrologic conditions. A network of hydrologic data-collection sites in the strippable coal areas of the Fruitland Formation was designed to meet the need of detailed investigations, including site-specific studies, and to provide hydrologic data in support of the expanding mining activity. The network consists of 34 continuous-record streamflow-gaging stations (32 included water-quality sampling), 20 miscellaneous water quality of streamflow stations, 12 annual maximum discharge stations, 27 observation wells completed in strata associated with the strippable coal seams, and 24 observation wells completed in channel alluvium downstream from strippable coal areas. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82358","usgsCitation":"Hejl, H., 1982, Hydrologic investigations and data-collection network in strippable coal-resource areas in northwestern New Mexico: U.S. Geological Survey Open-File Report 82-358, 36 p. :maps ;28 cm., https://doi.org/10.3133/ofr82358.","productDescription":"36 p. :maps ;28 cm.","costCenters":[],"links":[{"id":143431,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0358/report-thumb.jpg"},{"id":37137,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0358/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606948","contributors":{"authors":[{"text":"Hejl, H.R.","contributorId":92259,"corporation":false,"usgs":true,"family":"Hejl","given":"H.R.","email":"","affiliations":[],"preferred":false,"id":159674,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9511,"text":"ofr82263 - 1982 - Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","interactions":[{"subject":{"id":9511,"text":"ofr82263 - 1982 - Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","indexId":"ofr82263","publicationYear":"1982","noYear":false,"title":"Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia"},"predicate":"SUPERSEDED_BY","object":{"id":1890,"text":"wsp2203 - 1982 - Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","indexId":"wsp2203","publicationYear":"1982","noYear":false,"title":"Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia"},"id":1}],"supersededBy":{"id":1890,"text":"wsp2203 - 1982 - Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","indexId":"wsp2203","publicationYear":"1982","noYear":false,"title":"Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia"},"lastModifiedDate":"2022-11-16T19:31:16.442225","indexId":"ofr82263","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-263","title":"Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","docAbstract":"<p>Statistical analysis indicates that the average size of annual flood peaks of the Tug Fork (West Virginia and Kentucky) has been increasing. However, additional statistical analysis does not indicate that flood levels exceeded typically once or twice a year in the period 1947-1979 are any more likely to be exceeded now than in 1947. Possible trends in stream-channel size are also investigated at three locations. No discernable trends in channel size are noted. Further statistical analysis of the trend in the size of annual flood peaks shows that much of the annual variation is related to nearby rainfall and to the \"natural\" hydrologic response in a relatively undisturbed sub-basin. However, some statistical indication of trend persists after accounting for these natural factors, though the indication is of borderline statistical significance. This suggests the need for further study in the basin that may relate flood magnitudes to both rainfall and to land use.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82263","collaboration":"Prepared in cooperation with the Office of Surface Mining Reclamation and Enforcement and the U.S. Bureau of Mines","usgsCitation":"Hirsch, R., Scott, A.G., and Wyant, T., 1982, Investigation of trends in flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia: U.S. Geological Survey Open-File Report 82-263, vii, 83 p., https://doi.org/10.3133/ofr82263.","productDescription":"vii, 83 p.","costCenters":[],"links":[{"id":409391,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0263/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140999,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0263/report-thumb.jpg"}],"country":"United States","state":"Kentucky, Virginia, West Virginia","otherGeospatial":"Tug Fork basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.69384765625,\n              36.60670888641815\n            ],\n            [\n              -83.69384765625,\n              38.96795115401593\n            ],\n            [\n              -80.70556640625,\n              38.96795115401593\n            ],\n            [\n              -80.70556640625,\n              36.60670888641815\n            ],\n            [\n              -83.69384765625,\n              36.60670888641815\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47a5e4b07f02db4979f9","contributors":{"authors":[{"text":"Hirsch, Robert 0000-0002-4534-075X","orcid":"https://orcid.org/0000-0002-4534-075X","contributorId":257741,"corporation":false,"usgs":false,"family":"Hirsch","given":"Robert","affiliations":[{"id":7065,"text":"USGS emeritus","active":true,"usgs":false}],"preferred":false,"id":159814,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, Arthur G.","contributorId":81885,"corporation":false,"usgs":true,"family":"Scott","given":"Arthur","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":159813,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wyant, Timothy","contributorId":26672,"corporation":false,"usgs":true,"family":"Wyant","given":"Timothy","email":"","affiliations":[],"preferred":false,"id":159812,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9598,"text":"ofr82109 - 1982 - Potential impacts of a proposed reservoir on hydrologic and water-quality conditions in Little Rush Creek watershed, Fairfield County, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:06:14","indexId":"ofr82109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-109","title":"Potential impacts of a proposed reservoir on hydrologic and water-quality conditions in Little Rush Creek watershed, Fairfield County, Ohio","docAbstract":"Water-quality and discharge measurements were made at three sites on Indian Run and one site on Little Rush Creek between February and December, 1979. Indian Run was observed above and below the U.S. Soil Conservation Service Reservoir, VI-D. Little Rush Creek was observed 1.1 miles downstream from the proposed U.S. Soil Conservation Reservoir, VI-A, site. Data from the Indian Run sites were used to predict the potential water-quality conditions in and downstream from the proposed Little Rush Creek Reservoir. \r\n\r\nTemperatures measured in Indian Run at the reservoir outflow were as much as 4oc greater than those at the inflow. Dissolved-oxygen saturation ranged from 62 to 110 percent in the inflow and from 57 to 120 percent in the outflow. Indian Run and Little Push Creek are characterized by moderately hard to very hard calcium bicarbonate water. The concentration of dieldrin in water samples from both Little Rush Creek and the outflow from the reservoir on Indian Run was 0.01 micrograms per liter, and in reservoir-surface samples it was 0.02 micrograms per liter. Chlordane concentration in a bottom material sample from the reservoir was 26 micrograms per kilogram. Catfish taken from the reservoir contained 190 micrograms per kilogram chlordane. \r\n\r\nAll sites showed a good diversity in benthic invertebrate communities. Blue-green algal blooms occurred in the reservoir, indicating nutrient-enriched conditions. \r\n\r\nBecause of similarities in land use and watershed characteristics, water in the proposed reservoir VI-A is expected to be similar in quality to that of reservoir VI-D. The new reservoir will not significantly affect downstream water quality.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82109","usgsCitation":"Hren, J., and Jones, R., 1982, Potential impacts of a proposed reservoir on hydrologic and water-quality conditions in Little Rush Creek watershed, Fairfield County, Ohio: U.S. Geological Survey Open-File Report 82-109, v, 67 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr82109.","productDescription":"v, 67 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":142155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0109/report-thumb.jpg"},{"id":37326,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0109/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37327,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0109/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37328,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0109/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37329,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c04f","contributors":{"authors":[{"text":"Hren, Janet","contributorId":69554,"corporation":false,"usgs":true,"family":"Hren","given":"Janet","email":"","affiliations":[],"preferred":false,"id":159977,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, R.L.","contributorId":39785,"corporation":false,"usgs":true,"family":"Jones","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":159976,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9624,"text":"ofr82554 - 1982 - Water resources program of the U.S. Geological Survey related to agriculture in Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:06:15","indexId":"ofr82554","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-554","title":"Water resources program of the U.S. Geological Survey related to agriculture in Louisiana","docAbstract":"Surveillance activities of the U.S. Geological Survey Louisiana District include long-term, hydrologic-data-collection sites that serve a current-purpose, management function and (or) that furnish a data base for interpretative studies. The proposed program for 1982 includes a network of 69 surface-water data sites (continuous gaging stations), 250 flood-data sites (crest-stage stations), 679 ground-water wells (water-level observation and water-quality monitor wells), and 138 water-quality sites. The geographic distribution of the data sites is shown in the report. Interpretive studies have objectives that are oriented toward a particular geographic area , to a particular set of hydrologic phenomena, or to obtain information for use in solving specific problems. Current studies of interest to agriculture include the following: (1) Flood hydraulics and hydrology, (2) Low-flow or base-flow of streams in Louisiana, (3) Hydrologic studies in southwestern Louisiana, (4) Hydrologic impacts of surface mining in northern Louisiana, (5) Sparta aquifer study, and (6) Limnology of freshwater lakes. A network of partial record sites is also maintained to monitor specific flows. Peak stages (crest stage) are only recorded at sites where flood information is of interest. At other sites, only the low-flow or base-flow recession is obtained for use in determining relations between ground water and surface water, to assess water supply, and for effluent studies. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82554","usgsCitation":"Huntzinger, T., 1982, Water resources program of the U.S. Geological Survey related to agriculture in Louisiana: U.S. Geological Survey Open-File Report 82-554, iii, 22 p., ill., maps ;28 cm., https://doi.org/10.3133/ofr82554.","productDescription":"iii, 22 p., ill., maps ;28 cm.","costCenters":[],"links":[{"id":141762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0554/report-thumb.jpg"},{"id":37355,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0554/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f3e4b07f02db5ef463","contributors":{"authors":[{"text":"Huntzinger, T.L.","contributorId":67503,"corporation":false,"usgs":true,"family":"Huntzinger","given":"T.L.","email":"","affiliations":[],"preferred":false,"id":160012,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9909,"text":"ofr82868 - 1982 - Geohydrologic data from sandstone aquifers in southwestern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:06:19","indexId":"ofr82868","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-868","title":"Geohydrologic data from sandstone aquifers in southwestern Kansas","docAbstract":"Data collected during a reconnaissance investigation of the geology and hydrology of sandstone aquifers provide useful information in the study of, and planning for, water-resources development in a 17,400 square-mile area in 26 counties of southwestern Kansas. The aquifers consist chiefly of saturated sandstones that occur in Upper Permian, Upper Jurassic, and Lower and Upper Cretaceous rocks. In parts of southwestern Kansas, the sandstone aquifers already serve as the principal or secondary source of ground water for irrigation and other uses. Data indicate that water may be available for development in sandstone aquifers in other parts of the study area. In still other areas, water from wells in sandstone aquifers may not be of a suitable quality for some purposes. The data provided include records of selected wells, lithologic logs of test holes and wells, selected formation surfaces and sandstone thicknesses , chemical analyses of water from selected wells, and water levels in observation wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82868","usgsCitation":"Kume, J., and Spinazola, J.M., 1982, Geohydrologic data from sandstone aquifers in southwestern Kansas: U.S. Geological Survey Open-File Report 82-868, iii, 116 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82868.","productDescription":"iii, 116 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142698,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0868/report-thumb.jpg"},{"id":37701,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0868/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688814","contributors":{"authors":[{"text":"Kume, Jack","contributorId":100843,"corporation":false,"usgs":true,"family":"Kume","given":"Jack","email":"","affiliations":[],"preferred":false,"id":160494,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Spinazola, Joseph M.","contributorId":102044,"corporation":false,"usgs":true,"family":"Spinazola","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":160495,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9974,"text":"ofr82438 - 1982 - Potential hydrologic impacts of ground-water withdrawal from the Cape Cod National Seashore, Truro, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:06:22","indexId":"ofr82438","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-438","title":"Potential hydrologic impacts of ground-water withdrawal from the Cape Cod National Seashore, Truro, Massachusetts","docAbstract":"The hydrologic impacts of continuous ground-water withdrawals at 0.75, 1.0, and 1.24 Mgal/d (million gallons per day) from a test-well site in the Cape Cod National Seashore, Truro, Massachusetts, were evaluated with a three-dimensional finite-difference steady-state-flow digital model. The digital model was prepared during an earlier study and is only briefly described. Continuous withdrawal of more than 1.0 Mgal/d from a well screened from 10 to 40 feet below sea level at the test site will result in upward movement of the freshwater-saltwater interface, and most likely saltwater will eventually contaminate the well. Pumping from a shallower well will decrease the potential for the movement of saltwater into the well, but the water table may be drawn down to the well screen. It is unlikely that movement of the freshwater-saltwater interface in response to pumping from the test site at the simulated rates will result in saltwater contamination of the shallow domestic supply wells in Truro. For the simulated pumping schemes, the water-table decline below average (1963-76) levels did not exceed 0.6 foot except near the pumping wells. Continuous withdrawal at the average year-round rate and the average summer rate will decrease freshwater discharge to the wetland and ocean along the northeastern boundary of the aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82438","usgsCitation":"LeBlanc, D.R., 1982, Potential hydrologic impacts of ground-water withdrawal from the Cape Cod National Seashore, Truro, Massachusetts: U.S. Geological Survey Open-File Report 82-438, 42 p, https://doi.org/10.3133/ofr82438.","productDescription":"42 p","costCenters":[],"links":[{"id":143659,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0438/report-thumb.jpg"},{"id":37774,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0438/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683159","contributors":{"authors":[{"text":"LeBlanc, Denis R. 0000-0002-4646-2628 dleblanc@usgs.gov","orcid":"https://orcid.org/0000-0002-4646-2628","contributorId":1696,"corporation":false,"usgs":true,"family":"LeBlanc","given":"Denis","email":"dleblanc@usgs.gov","middleInitial":"R.","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":160597,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9998,"text":"ofr82251 - 1982 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","interactions":[{"subject":{"id":9998,"text":"ofr82251 - 1982 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","indexId":"ofr82251","publicationYear":"1982","noYear":false,"title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida"},"predicate":"SUPERSEDED_BY","object":{"id":2108,"text":"wsp2196A - 1984 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","indexId":"wsp2196A","publicationYear":"1984","noYear":false,"chapter":"A","title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida"},"id":1}],"supersededBy":{"id":2108,"text":"wsp2196A - 1984 - Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","indexId":"wsp2196A","publicationYear":"1984","noYear":false,"title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida"},"lastModifiedDate":"2022-08-22T20:51:29.259293","indexId":"ofr82251","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-251","title":"Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida","docAbstract":"<p>The Apalachicola River in northwest Florida is part of a three-state drainage basin encompassing 50,800 square kilometers in Alabama, Georgia, and Florida. The river is formed by the confluence of the Chattahoochee and Flint Rivers at Jim Woodruff Dam from which it flows 171 kilometers to Apalachicola Bay in the Gulf of Mexico. Its average annual discharge at Chattahoochee, Florida, is 690 cubic meters per second (1958-80) with annual high flows averaging nearly 3,000 cubic meters per second. Its flood plain supports 450 square kilometers of bottom-land hardwood and tupelo-cypress forests.</p><p>The Apalachicola River Quality Assessment focuses on the hydrology and productivity of the flood-plain forest. The purpose of this part of the assessment is to address river and flood-plain hydrology, floodplain tree species and forest types, and water and tree relations. Seasonal stage fluctuations in the upper river are three times greater than in the lower river. Analysis of long-term streamflow record revealed that 1958-79 average annual and monthly flows and flow durations were significantly greater than those of 1929-57, probably because of climatic changes. However, stage durations for the later period were equal to or less than those of the earlier period. Height of natural riverbank levees and the size and distribution of breaks in the levees have a major controlling effect on flood-plain hydrology. Thirty-two kilometers upstream of the bay, a flood-plain stream called the Brothers River was commonly under tidal influence during times of low flow in the 1980 water year. At the same distance upstream of the bay, the Apalachicola River was not under tidal influence during the 1980 water year.</p><p>Of the 47 species of trees sampled, the five most common were wet-site species constituting 62 percent of the total basal area. In order of abundance, they were water tupelo, Ogeechee tupelo, baldcypress, Carolina ash, and swamp tupelo. Other very common species were sweet-gum, overcup oak, planertree, green ash, water hickory, sugarberry, and diamond-leaf oak. Five forest types were defined based on species predominance by basal area. Biomass increased downstream and was greatest in forests growing on permanently saturated soils.</p><p>Depth of water, duration of inundation and saturation, and water-level fluctuation, but not water velocity, were very highly correlated with forest types. Most forest types dominated by tupelo and bald-cypress grew on permanently saturated soils with inundation by flood waters 50 to 90 per cent of the time, or an average of 75 to 225 consecutive days during the growing season from 1958 to 1980. Most forest types dominated by other species grew in areas that were saturated or inundated 5 to 25 percent of the time, or an average of 5 to 40 consecutive days during the growing season from 1958 to 1980. Water and tree relations varied with river location because range in water-level fluctuation and topographic relief in the flood plain diminished downstream.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82251","usgsCitation":"Leitman, H.M., Sohm, J.E., and Franklin, M.A., 1982, Wetland hydrology and tree distribution of the Apalachicola River flood plain, Florida: U.S. Geological Survey Open-File Report 82-251, xii, 92 p., https://doi.org/10.3133/ofr82251.","productDescription":"xii, 92 p.","costCenters":[],"links":[{"id":142555,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0251/report-thumb.jpg"},{"id":405418,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0251/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Apalachicola River flood 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,{"id":10051,"text":"ofr82164 - 1982 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1979","interactions":[],"lastModifiedDate":"2017-04-19T10:18:01","indexId":"ofr82164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-164","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1979","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, Houston, and San Antonio.</p><p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p><ol><li>To determine, on the basis of historical data and hydro!ogic analyses, the magnitude and frequency of flood peaks and flood volumes.</li><li>To determine the effect of urban development on flood peaks and volumes.</li><li>To ascertain the variation in water quality for different flow conditions and different seasons.</li></ol><p>This report, the sixteenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents hydro!ogic data collected in the Houston urban area for the 1979 water year (October 1, 1978 to September 30, 1979).</p><p>A report by Johnson and Sayre (1973) utilized records collected from 1965 to 1969 to make a study of the effects of urbanization on floods in the Houston area. The report also summarizes various basin parameters. A report by Waddell, Massey, and Jennings (1979) presents data on computed runoff from the Houston area and computed concentrations and loads of selected waterquality constituents combined in the inflow to Galveston Bay. The study utilized a variation of the \"STORM\" model developed by the Hydro!ogic Engineering Center of the U.S. Army Corps of Engineers. A report prepared by Li scum and Massey (1980) presents a technique for estimating the magnitude and frequency of floods in the Houston area from drainage areas, bank-full conveyance, and percentage of urban development.</p><p>A definition of terms related to streamflow, water quality, and other hydrologic data, as used in this report, are defined in \"U.S. Geological Survey, Water-resources data for Texas, volume 2, 1979.\"</p><p>To facilitate the publication and distribution of this report at the earliest feasible time, some material has been included that does not conform to the formal publications standards of the U.S. Geological Survey.</p><p>&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82164","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., Weigel, J.F., and Bruchmiller, J., 1982, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1979: U.S. Geological Survey Open-File Report 82-164, 308 p., https://doi.org/10.3133/ofr82164.","productDescription":"308 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":145609,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0164/report-thumb.jpg"},{"id":37900,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0164/report.pdf","text":"Report","size":"6.18 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.36819458007811,\n              30.039377605001338\n            ],\n            [\n              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Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":160733,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weigel, Jay F.","contributorId":19560,"corporation":false,"usgs":true,"family":"Weigel","given":"Jay","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":160732,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bruchmiller, J.P.","contributorId":102490,"corporation":false,"usgs":true,"family":"Bruchmiller","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":160734,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10055,"text":"ofr82446 - 1982 - Preliminary data for northern Great Plains test well 1, quarter NE quarter Sec. 11, T.55N., R.77W., Sheridan County, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr82446","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-446","title":"Preliminary data for northern Great Plains test well 1, quarter NE quarter Sec. 11, T.55N., R.77W., Sheridan County, Wyoming","docAbstract":"This report documents the preliminary data obtained from Northern Great Plains test well 1 and describes the preliminary results and future testing plans. The intended audience includes hydrologists, local water users, drilling contractors, and water managers. The test well was drilled as part of the study to determine the water resource potential of the regional aquifer system in the Northern Great Plains, an area of about 250,000 sq mi. The well is 4,485 ft deep; nine cores were drilled totaling 182 ft; 157.42 ft of core were recovered. Sidewall cores were obtained from 24 horizons. Gamma and density scans of the cores were made, and selected parts were tested for density, porosity, and vertical and horizontal permeability. Eight zones were perforated and tested using conventional drill-stem tests and swabbing. Water samples were obtained from seven zones. No major potential sources of groundwater were penetrated by the test well. Estimated yields from selected zones range from about 240 gal/min with 400 ft of drawdown to about 5 gal/min flow at the surface. Dissolved-solids concentrations ranged from about 1,800 to 3,000 mg/l. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82446","usgsCitation":"Lobmeyer, D., Anna, L.O., and Busby, J., 1982, Preliminary data for northern Great Plains test well 1, quarter NE quarter Sec. 11, T.55N., R.77W., Sheridan County, Wyoming: U.S. Geological Survey Open-File Report 82-446, 80 p., 3 logs, ill., maps ;28 cm., https://doi.org/10.3133/ofr82446.","productDescription":"80 p., 3 logs, ill., maps ;28 cm.","costCenters":[],"links":[{"id":145632,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0446/report-thumb.jpg"},{"id":37904,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0446/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67aee5","contributors":{"authors":[{"text":"Lobmeyer, D.H.","contributorId":106502,"corporation":false,"usgs":true,"family":"Lobmeyer","given":"D.H.","affiliations":[],"preferred":false,"id":160740,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anna, L. O.","contributorId":65472,"corporation":false,"usgs":true,"family":"Anna","given":"L.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":160738,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Busby, J.F.","contributorId":105300,"corporation":false,"usgs":true,"family":"Busby","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":160739,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10084,"text":"ofr82430 - 1982 - Computer programs for modeling flow and water quality of surface water systems","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr82430","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-430","title":"Computer programs for modeling flow and water quality of surface water systems","docAbstract":"A selection of available computer programs for modeling flow and water quality in surface water systems is described. The models include programs developed as part of the U.S. Geological Survey Water Resources Division hydrologic research activities and others developed by other agencies, universities, and consulting firms. Each model description includes a statement of program use; data requirements; computer costs; availability of documentation and reference material; and a contact person for additional information. The report is intended to assist the researcher by presenting a very brief description of the surface-water models which are readily available for project use. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Gulf Coast Hydroscience Center,","doi":"10.3133/ofr82430","usgsCitation":"Lorens, J., 1982, Computer programs for modeling flow and water quality of surface water systems: U.S. Geological Survey Open-File Report 82-430, 33 p. ;11 x 28 cm., https://doi.org/10.3133/ofr82430.","productDescription":"33 p. ;11 x 28 cm.","costCenters":[],"links":[{"id":143957,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0430/report-thumb.jpg"},{"id":37937,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0430/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a76de","contributors":{"authors":[{"text":"Lorens, J.A.","contributorId":15201,"corporation":false,"usgs":true,"family":"Lorens","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":160792,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10112,"text":"ofr82334 - 1982 - Procedures for assessment of cumulative impacts of coal mining on the hydrologic balance","interactions":[],"lastModifiedDate":"2012-02-02T00:06:38","indexId":"ofr82334","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-334","title":"Procedures for assessment of cumulative impacts of coal mining on the hydrologic balance","docAbstract":"Techniques were developed to assess the probable cumulative impacts of anticipated surface mining upon the hydrology of and area. An activity profile of cumulative drainage area versus river miles downstream from the surface mining site is constructed that shows major water uses, flood prone areas, and stream classifications. From the summary shown by the activity profile, an impact matrix is used as a checklist for the importance of the impacts under categories such as water supply, flood prone areas, water contact recreation, etc. Based on the categories checked on the impact matrix, a simple, less accurate model or a more comprehensive and accurate one can be used to quantify the impacts. Quantified impacts are then displayed on an impact profile showing the percentage change in a hydrologic characteristic versus distance downstream of the surface mining site. The simple model for quantification considers only dilution from tributary areas during critical periods whereas the comprehensive model routes flows and quality of water continuously through the year and considers, in addition to dilution, instream processes such as settling, biological uptake , and chemical reactions. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82334","usgsCitation":"Lumb, A.M., 1982, Procedures for assessment of cumulative impacts of coal mining on the hydrologic balance: U.S. Geological Survey Open-File Report 82-334, vi, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82334.","productDescription":"vi, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":144590,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0334/report-thumb.jpg"},{"id":37961,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0334/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64abad","contributors":{"authors":[{"text":"Lumb, Alan M.","contributorId":47792,"corporation":false,"usgs":true,"family":"Lumb","given":"Alan","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":160835,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10185,"text":"ofr81916 - 1982 - Hydrologic data for the Potomac Formation in New Castle County, Delaware","interactions":[],"lastModifiedDate":"2017-07-12T11:17:36","indexId":"ofr81916","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-916","title":"Hydrologic data for the Potomac Formation in New Castle County, Delaware","docAbstract":"<p>Hydrologic data for the Potomac Formation in New Castle County, Delaware, consist of records of historical ground-water pumpage, water levels, water quality, and surface-water discharge. This report includes records of 405 wells and hydro-graphs of water levels in 86 wells. Pumpage from 20 well fields is reported. Also included are stream-discharge hydrographs for 6 stations for water years 1979 and 1980 and historical low-flow measurements for 22 stations. </p><p>In the analysis of 23 aquifer tests, transmissivity and storage coefficient values for the Potomac Formation range from 454 to 8,480 feet squared per day and 3.8X10-3 to 5.6X10-5, respectively. Vertical hydraulic conductivities of the confining bed range from 0.0083 to 3.2 feet per day.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81916","usgsCitation":"Martin, M.M., and Denver, J.M., 1982, Hydrologic data for the Potomac Formation in New Castle County, Delaware: U.S. Geological Survey Open-File Report 81-916, ix, 148 p., https://doi.org/10.3133/ofr81916.","productDescription":"ix, 148 p.","numberOfPages":"161","costCenters":[],"links":[{"id":143061,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0916/report-thumb.jpg"},{"id":343702,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0916/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Delaware","county":"New Castle County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-75.4144,39.8033],[-75.4053,39.7972],[-75.4101,39.7953],[-75.4196,39.7921],[-75.4248,39.7897],[-75.4256,39.7893],[-75.4308,39.787],[-75.4321,39.786],[-75.4351,39.7838],[-75.4422,39.7788],[-75.4493,39.7728],[-75.4529,39.7701],[-75.4552,39.7673],[-75.4576,39.7664],[-75.46,39.7646],[-75.4617,39.7627],[-75.4629,39.76],[-75.4647,39.7573],[-75.4658,39.7546],[-75.4676,39.7505],[-75.4699,39.7464],[-75.4723,39.7427],[-75.474,39.7395],[-75.4763,39.7359],[-75.4775,39.7332],[-75.4781,39.73],[-75.4786,39.7273],[-75.4798,39.7232],[-75.4797,39.7205],[-75.4803,39.7186],[-75.4809,39.7173],[-75.4821,39.7159],[-75.4838,39.7159],[-75.4851,39.7159],[-75.488,39.7163],[-75.4892,39.7168],[-75.491,39.7163],[-75.4922,39.7145],[-75.4928,39.7126],[-75.4954,39.7086],[-75.4959,39.7077],[-75.498,39.7044],[-75.4993,39.703],[-75.5032,39.7],[-75.5057,39.6985],[-75.5075,39.6962],[-75.5087,39.6935],[-75.5092,39.6898],[-75.5097,39.6862],[-75.5103,39.6821],[-75.5108,39.6799],[-75.5114,39.6758],[-75.5119,39.673],[-75.5137,39.6703],[-75.5161,39.6676],[-75.5184,39.6653],[-75.5208,39.663],[-75.5231,39.6612],[-75.5255,39.6593],[-75.5273,39.6571],[-75.529,39.6552],[-75.5302,39.653],[-75.532,39.6511],[-75.5331,39.6502],[-75.5337,39.6493],[-75.5373,39.6474],[-75.5414,39.646],[-75.5444,39.6442],[-75.5468,39.6424],[-75.5485,39.6406],[-75.5503,39.6392],[-75.5533,39.6373],[-75.5556,39.6351],[-75.5574,39.6323],[-75.5585,39.6296],[-75.5594,39.6274],[-75.5603,39.6255],[-75.5596,39.621],[-75.5577,39.6147],[-75.5558,39.6083],[-75.5552,39.6066],[-75.5546,39.6051],[-75.5528,39.6029],[-75.5491,39.6002],[-75.5443,39.598],[-75.5419,39.5966],[-75.5395,39.5962],[-75.5371,39.5958],[-75.5353,39.5944],[-75.5347,39.5931],[-75.5347,39.5917],[-75.5329,39.5899],[-75.5316,39.5881],[-75.5298,39.5868],[-75.5274,39.5854],[-75.5232,39.5845],[-75.5191,39.5837],[-75.5154,39.5814],[-75.513,39.5792],[-75.5112,39.576],[-75.5105,39.5729],[-75.5111,39.5692],[-75.5123,39.5672],[-75.514,39.5642],[-75.5152,39.561],[-75.5169,39.5583],[-75.5188,39.5559],[-75.5204,39.5537],[-75.5228,39.5515],[-75.5263,39.5487],[-75.5305,39.546],[-75.5322,39.5441],[-75.5328,39.5414],[-75.5322,39.5401],[-75.5309,39.5382],[-75.5289,39.5372],[-75.5273,39.5365],[-75.5267,39.5356],[-75.5267,39.5319],[-75.5272,39.5269],[-75.5284,39.5233],[-75.5283,39.521],[-75.5283,39.5192],[-75.5277,39.5179],[-75.5282,39.5156],[-75.5294,39.5133],[-75.53,39.512],[-75.5305,39.5092],[-75.5299,39.507],[-75.5293,39.5061],[-75.5279,39.5031],[-75.5268,39.5006],[-75.5288,39.4998],[-75.5304,39.4991],[-75.5322,39.4983],[-75.5432,39.4978],[-75.5539,39.4974],[-75.559,39.4974],[-75.5617,39.4974],[-75.5634,39.4942],[-75.5646,39.4919],[-75.5666,39.4861],[-75.5676,39.4833],[-75.5676,39.4797],[-75.5622,39.4706],[-75.5539,39.4613],[-75.5508,39.4583],[-75.5418,39.4507],[-75.5426,39.4503],[-75.5213,39.4306],[-75.5027,39.4051],[-75.4887,39.3907],[-75.4672,39.3722],[-75.4678,39.3717],[-75.4678,39.3714],[-75.4686,39.3714],[-75.4689,39.3711],[-75.4692,39.3711],[-75.4697,39.3706],[-75.4697,39.37],[-75.47,39.3697],[-75.47,39.3694],[-75.4703,39.3692],[-75.4703,39.3689],[-75.4708,39.3683],[-75.4722,39.3683],[-75.4728,39.3678],[-75.4728,39.3675],[-75.4725,39.3672],[-75.4725,39.3669],[-75.4728,39.3669],[-75.4733,39.3664],[-75.4736,39.3667],[-75.4739,39.3664],[-75.4747,39.3664],[-75.475,39.3661],[-75.4753,39.3661],[-75.4756,39.3658],[-75.4767,39.3658],[-75.4778,39.3647],[-75.4778,39.3644],[-75.4781,39.3642],[-75.4781,39.3636],[-75.4778,39.3633],[-75.4778,39.3631],[-75.4775,39.3628],[-75.4775,39.3622],[-75.4781,39.3617],[-75.4783,39.3617],[-75.4786,39.3614],[-75.4786,39.3611],[-75.4789,39.3608],[-75.4792,39.3608],[-75.4797,39.3603],[-75.4806,39.3603],[-75.4811,39.3597],[-75.4811,39.3594],[-75.4819,39.3586],[-75.4828,39.3586],[-75.4831,39.3583],[-75.4833,39.3583],[-75.4836,39.3581],[-75.4847,39.3581],[-75.485,39.3578],[-75.485,39.3575],[-75.4856,39.3569],[-75.4869,39.3569],[-75.4881,39.3558],[-75.4886,39.3553],[-75.4889,39.3553],[-75.4894,39.3547],[-75.4897,39.3536],[-75.4906,39.3536],[-75.4907,39.3534],[-75.4979,39.3571],[-75.5008,39.3605],[-75.5056,39.365],[-75.511,39.3655],[-75.5145,39.3655],[-75.5187,39.3605],[-75.5217,39.3591],[-75.5235,39.36],[-75.5264,39.3591],[-75.5282,39.3568],[-75.5276,39.3555],[-75.5276,39.3528],[-75.5306,39.3532],[-75.5324,39.3537],[-75.5336,39.3528],[-75.5353,39.351],[-75.5365,39.351],[-75.5377,39.3519],[-75.5383,39.3532],[-75.5395,39.3541],[-75.5419,39.355],[-75.5431,39.3532],[-75.5437,39.3523],[-75.5443,39.3505],[-75.5455,39.3505],[-75.5461,39.3514],[-75.5472,39.3523],[-75.5484,39.3532],[-75.5502,39.3537],[-75.5532,39.3528],[-75.5538,39.3518],[-75.5532,39.3496],[-75.5532,39.3487],[-75.5526,39.3478],[-75.5532,39.3473],[-75.5544,39.3473],[-75.555,39.3478],[-75.5562,39.3478],[-75.558,39.3469],[-75.5585,39.3455],[-75.5591,39.3446],[-75.5591,39.3437],[-75.5585,39.3419],[-75.5573,39.3387],[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Castle\",\"state\":\"DE\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c6f8","contributors":{"authors":[{"text":"Martin, Mary M.","contributorId":15207,"corporation":false,"usgs":true,"family":"Martin","given":"Mary","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":160961,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Denver, Judith M. jmdenver@usgs.gov","contributorId":140022,"corporation":false,"usgs":true,"family":"Denver","given":"Judith","email":"jmdenver@usgs.gov","middleInitial":"M.","affiliations":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"preferred":false,"id":160962,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10336,"text":"ofr8231 - 1982 - Water for western oil shale development: Potential local supplies","interactions":[],"lastModifiedDate":"2022-09-23T20:26:58.565482","indexId":"ofr8231","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-31","title":"Water for western oil shale development: Potential local supplies","docAbstract":"<p>Commercial-scale development of western oil shale resources will require a supply of water for both extraction and reclamation purposes. This paper summarizes some of the information on the occurrence of potential local supplies of water in the Piceance Creek Basin-Uinta Basin areas of northwest Colorado and northeast Utah. The discussion is somewhat hypothetical in that it is restricted to the physical occurrence of water with emphasis on water resources in each basin. Of course, the many potential constraints on water use (including economics, water quality, legal and other institutional factors) are necessarily secondary to the ultimate constraint, its physical occurrence. Perhaps the most obvious constraint is that of water rights and water laws. For example, \"mining\" of some of the ground water is herein assumed to be necessary for technically sound management and utilization of the water resource, but the hydrologic effects of such \"mining\" would require accommodation under water laws and agreements.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8231","usgsCitation":"Miller, G., 1982, Water for western oil shale development: Potential local supplies: U.S. Geological Survey Open-File Report 82-31, 6 p., https://doi.org/10.3133/ofr8231.","productDescription":"6 p.","costCenters":[],"links":[{"id":143503,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0031/report-thumb.jpg"},{"id":407297,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0031/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"Piceance Creek Basin, Uinta Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -110.9893798828125,\n              40.17047886718109\n            ],\n            [\n              -108.2537841796875,\n              40.17047886718109\n            ],\n            [\n              -108.2537841796875,\n              40.925964939514294\n            ],\n            [\n              -110.9893798828125,\n              40.925964939514294\n            ],\n            [\n              -110.9893798828125,\n              40.17047886718109\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa1f2","contributors":{"authors":[{"text":"Miller, G.A.","contributorId":107671,"corporation":false,"usgs":true,"family":"Miller","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":161215,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10339,"text":"ofr82774 - 1982 - Changes in flood response of the Red River of the North Basin, North Dakota-Minnesota","interactions":[{"subject":{"id":10339,"text":"ofr82774 - 1982 - Changes in flood response of the Red River of the North Basin, North Dakota-Minnesota","indexId":"ofr82774","publicationYear":"1982","noYear":false,"title":"Changes in flood response of the Red River of the North Basin, North Dakota-Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":2314,"text":"wsp2243 - 1984 - Changes in flood response of the Red River of the North basin, North Dakota-Minnesota","indexId":"wsp2243","publicationYear":"1984","noYear":false,"title":"Changes in flood response of the Red River of the North basin, North Dakota-Minnesota"},"id":1}],"supersededBy":{"id":2314,"text":"wsp2243 - 1984 - Changes in flood response of the Red River of the North basin, North Dakota-Minnesota","indexId":"wsp2243","publicationYear":"1984","noYear":false,"title":"Changes in flood response of the Red River of the North basin, North Dakota-Minnesota"},"lastModifiedDate":"2018-03-09T13:58:25","indexId":"ofr82774","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-774","title":"Changes in flood response of the Red River of the North Basin, North Dakota-Minnesota","docAbstract":"<p>The magnitude and frequency of large floods that have occurred in recent years in the basin of the Red River of the North have caused concern that land-use changes and manmade drainage have increased flooding. This study was undertaken to determine if any changes in flood response of the Red River basin can be documented. A review of the hydrologic setting, previous floods, flood-control measures, and probable effects of land-use changes shows that the flooding problem of the Red River basin is complex hydrologically, highly variable historically, and follows a regional pattern. Therefore, a change in flood response of the basin is difficult to identify. The flood-frequency, regression, normalized-hydrograph, and double-mass analyses show little indication of significant change in flood response of the Red River basin at locations on the main stem. However, the large variation in flood discharges may mask or dwarf small changes in response of the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82774","usgsCitation":"Miller, J.E., and Frink, D.L., 1982, Changes in flood response of the Red River of the North Basin, North Dakota-Minnesota: U.S. Geological Survey Open-File Report 82-774, viii, 166 p., https://doi.org/10.3133/ofr82774.","productDescription":"viii, 166 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":94967,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0774/report.pdf","size":"8340","linkFileType":{"id":1,"text":"pdf"}},{"id":143661,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0774/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6cdb","contributors":{"authors":[{"text":"Miller, Jeffrey E.","contributorId":76717,"corporation":false,"usgs":true,"family":"Miller","given":"Jeffrey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":161219,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frink, Dale L.","contributorId":59421,"corporation":false,"usgs":true,"family":"Frink","given":"Dale","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":161218,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10394,"text":"ofr82240 - 1982 - Ground-water applications of remote sensing","interactions":[],"lastModifiedDate":"2017-03-28T13:17:48","indexId":"ofr82240","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-240","title":"Ground-water applications of remote sensing","docAbstract":"<p>Remote sensing can be used as a tool to inventory springs and seeps and to interpret lithology, structure, and ground-water occurrence and quality. Thermograms are the best images for inventory of seeps and springs. The steps in aquifer mapping are image analysis and interpretation and ground-water interpretation. A ground-water interpretation is derived from a conceptual geologic model by inferring aquifer characteristics and water salinity. The image selection process is very important for obtaining maximum geologic and hydrologic information from remotely sensed data. Remote sensing can contribute an image base map or geologic and hydrologic parameters, derived from the image, to the multiple data sets in a hydrologic information system. Various merging and integration techniques may then be used to obtain information from these data sets.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82240","usgsCitation":"Moore, G.K., 1982, Ground-water applications of remote sensing: U.S. Geological Survey Open-File Report 82-240, iv, 55 p., https://doi.org/10.3133/ofr82240.","productDescription":"iv, 55 p.","numberOfPages":"61","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":38226,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0240/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143926,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0240/report-thumb.jpg"}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d3dc","contributors":{"authors":[{"text":"Moore, Gerald K.","contributorId":14377,"corporation":false,"usgs":true,"family":"Moore","given":"Gerald","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":161314,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":8904,"text":"ofr82752 - 1982 - Hydrologic analysis of the upper San Pedro basin from the Mexico-United States international boundary to Fairbank, Arizona","interactions":[],"lastModifiedDate":"2021-08-25T20:05:50.917764","indexId":"ofr82752","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-752","title":"Hydrologic analysis of the upper San Pedro basin from the Mexico-United States international boundary to Fairbank, Arizona","docAbstract":"A definition of the hydrologic system of the upper San Pedro basin was obtained by developing a numerical ground-water model to evaluate a conceptual model of the system. Information on hydraulic properties of the basin fill, recharge from bordering mountain ranges, discharge by evapotranspiration, and exchange of water between aquifer and stream was available from previous measurements or estimates. The steady-state calibration procedure and subsequent transient simulations demonstrated that the original conceptualization can be reasonably simulated. An analysis of model sensitivity to increases and decreases in certain hydraulic properties indicated a low sensitivity to aquifer anisotropy and a low to moderate sensitivity to stream leakance and evapotranspiration rate. An analysis to investigate the effects of generalizing aquifer conductivity and recharge showed that flow components and water-level response to stress could be simulated adequately but that steady-state water-level conditions could not. During equilibrium conditions, recharge to and discharge from the basin was about 16,500 acre-feet per year. Modeling results indicated that by 1978 the storage depletion rate had reached 5,600 acre-feet per year resulting from a ground-water withdrawal rate of 10,500 acre-feet per year. (USGS)","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82752","usgsCitation":"Freethey, G., 1982, Hydrologic analysis of the upper San Pedro basin from the Mexico-United States international boundary to Fairbank, Arizona: U.S. Geological Survey Open-File Report 82-752, vi, 60 p., https://doi.org/10.3133/ofr82752.","productDescription":"vi, 60 p.","costCenters":[],"links":[{"id":388505,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13820.htm"},{"id":36505,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0752/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141726,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0752/report-thumb.jpg"}],"country":"United States","state":"Arizona","otherGeospatial":"upper San Pedro basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -110.5,\n              31.25\n            ],\n            [\n              -110.0,\n              31.25\n            ],\n            [\n              -110.0,\n              31.75\n            ],\n            [\n              -110.5,\n              31.75\n            ],\n            [\n              -110.5,\n              31.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae50e","contributors":{"authors":[{"text":"Freethey, G. W.","contributorId":105714,"corporation":false,"usgs":true,"family":"Freethey","given":"G. W.","affiliations":[],"preferred":false,"id":158519,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10536,"text":"ofr802046 - 1982 - Ground-water levels and water quality in an area near Topaz Lake, Douglas County, Nevada","interactions":[],"lastModifiedDate":"2022-04-18T16:03:53.25151","indexId":"ofr802046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"80-2046","title":"Ground-water levels and water quality in an area near Topaz Lake, Douglas County, Nevada","docAbstract":"<p>Intensive residential development of land along the northwest shore of Topaz Lake has raised concern regarding the adequacy of the water supply and possible effects of septic-tank effluents on the quality of local ground water and the lake. Existing data on water levels, well construction, and water quality were compiled, and a limited program of water-level measurement and water-quality sampling was conducted during 1976-77 to provide documentation of current hydrologic conditions against which effects of future development may be measured.<br></p><p>Water-level measurements show the presence of small independent aquifers near the periphery of the alluvial fan covering the study area and a main alluvial aquifer in which water levels fluctuate in direct response to annual changes in lake stage.</p><p>The sampled ground water can be grouped into four chemical types--three based on the relative proportions of sulfate and bicarbonate and one based on an increased proportion of chloride plus nitrate.</p><p>Frequency distributions of the observed occurrences of nitrate (as NO3), phosphate (as PO4), and chloride in ground water indicate thresholds for background concentrations of these constituents at 0 to 3, 0 to 0.35, and 0 to 6 milligrams per liter, respectively. Above-background concentrations of nitrate and phosphate in ground water may be attributable, in part, to natural sources of these constituents; however, septic-tank effluents have increased the concentrations of nitrate, chloride, and perhaps phosphate in at least two areas of the current development. Sampling for dissolved organic carbon and coliform bacteria in ground water detected no contamination by these potential indicators of pollution.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr802046","collaboration":"Prepared in cooperation with the Nevada Division of Environmental Protection","usgsCitation":"Nowlin, J.O., 1982, Ground-water levels and water quality in an area near Topaz Lake, Douglas County, Nevada: U.S. Geological Survey Open-File Report 80-2046, vii, 76 p., https://doi.org/10.3133/ofr802046.","productDescription":"vii, 76 p.","costCenters":[],"links":[{"id":398930,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/2046/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142983,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/2046/report-thumb.jpg"}],"country":"United States","state":"Nevada","county":"Douglas County","otherGeospatial":"Topaz Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.55596923828124,\n              38.67371706140244\n            ],\n            [\n              -119.49279785156249,\n              38.67371706140244\n            ],\n            [\n              -119.49279785156249,\n              38.717126039425644\n            ],\n            [\n              -119.55596923828124,\n              38.717126039425644\n            ],\n            [\n              -119.55596923828124,\n              38.67371706140244\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db66889b","contributors":{"authors":[{"text":"Nowlin, Jon O.","contributorId":34937,"corporation":false,"usgs":true,"family":"Nowlin","given":"Jon","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":161561,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10554,"text":"ofr82692 - 1982 - Data for wells at the low-level radioactive-waste burial site in the Palos Forest Preserve, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:06:20","indexId":"ofr82692","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-692","title":"Data for wells at the low-level radioactive-waste burial site in the Palos Forest Preserve, Illinois","docAbstract":"The U.S. Geological Survey is studying the geologic, hydrologic, and geochemical properties of the glacial drift and underlying bedrock at a low-level radioactive-waste burial site in the Palos Forest Preserve, 22 kilometers southwest of Chicago. Data collected from the 33 test wells drilled into the drift plus data from 4 wells drilled into the underlying dolomite bedrock are presented. Data include maps showing the location of the test wells, a general description of the drift, well-construction information, and lithologic descriptions of cores from the wells finished in the drift.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82692","usgsCitation":"Olimpio, J., 1982, Data for wells at the low-level radioactive-waste burial site in the Palos Forest Preserve, Illinois: U.S. Geological Survey Open-File Report 82-692, iii, 101 p., ill., map ;28 cm., https://doi.org/10.3133/ofr82692.","productDescription":"iii, 101 p., ill., map ;28 cm.","costCenters":[],"links":[{"id":142500,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0692/report-thumb.jpg"},{"id":38392,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0692/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c902","contributors":{"authors":[{"text":"Olimpio, J.C.","contributorId":36137,"corporation":false,"usgs":true,"family":"Olimpio","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":161584,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10555,"text":"ofr8278 - 1982 - Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois; Part II, geology and hydrology of the glacial drift as related to the migration of tritium","interactions":[{"subject":{"id":10555,"text":"ofr8278 - 1982 - Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois; Part II, geology and hydrology of the glacial drift as related to the migration of tritium","indexId":"ofr8278","publicationYear":"1982","noYear":false,"title":"Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois; Part II, geology and hydrology of the glacial drift as related to the migration of tritium"},"predicate":"SUPERSEDED_BY","object":{"id":2414,"text":"wsp2226 - 1984 - Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois: Geology and hydrology of the glacial drift, as related to the migration of tritium","indexId":"wsp2226","publicationYear":"1984","noYear":false,"title":"Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois: Geology and hydrology of the glacial drift, as related to the migration of tritium"},"id":1}],"supersededBy":{"id":2414,"text":"wsp2226 - 1984 - Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois: Geology and hydrology of the glacial drift, as related to the migration of tritium","indexId":"wsp2226","publicationYear":"1984","noYear":false,"title":"Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois: Geology and hydrology of the glacial drift, as related to the migration of tritium"},"lastModifiedDate":"2019-11-07T11:35:12","indexId":"ofr8278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-78","title":"Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois; Part II, geology and hydrology of the glacial drift as related to the migration of tritium","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr8278","usgsCitation":"Olimpio, J., 1982, Low-level radioactive-waste burial at the Palos Forest Preserve, Illinois; Part II, geology and hydrology of the glacial drift as related to the migration of tritium: U.S. Geological Survey Open-File Report 82-78, v, 57 p., https://doi.org/10.3133/ofr8278.","productDescription":"v, 57 p.","costCenters":[],"links":[{"id":142501,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0078/report-thumb.jpg"},{"id":369038,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Illinois","otherGeospatial":"Palos Forest Preserve","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.9290771484375,\n              41.66162721430806\n            ],\n            [\n              -87.83294677734375,\n              41.66162721430806\n            ],\n            [\n              -87.83294677734375,\n              41.72213058512578\n            ],\n            [\n              -87.9290771484375,\n              41.72213058512578\n            ],\n            [\n              -87.9290771484375,\n              41.66162721430806\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db64880f","contributors":{"authors":[{"text":"Olimpio, J.C.","contributorId":36137,"corporation":false,"usgs":true,"family":"Olimpio","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":161585,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10568,"text":"ofr81128 - 1982 - Sediment and channel-geometry investigations for the Kansas River bank stabilization study, Kansas, Nebraska, and Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:28","indexId":"ofr81128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-128","title":"Sediment and channel-geometry investigations for the Kansas River bank stabilization study, Kansas, Nebraska, and Colorado","docAbstract":"Analysis of hydrologic data from the Kansas River basin suggests that the channels of the lower Solomon, Saline, and Smoky Hill Rivers have narrowed and stabilized as a result of construction of upstream reservoirs. The Kansas River channel, however, remains relatively unstable and locally active. Streamflow regulation and sediment trapping by reservoirs are possible causes of changes occurring at various Kansas River sites. An inferred deficiency of the suspended-sediment load, however, is likely to cause continuing instability. Suspended sediment in the Kansas River apparently is too sparse to form and maintain stable alluvial banks. The deficiency probably results in an increase of bed material movement, general channel widening, and local braiding. Significant channel degradation is lacking at most sites, but may occur in response to long-term (decades-to-centuries) regulation. Recent degradation near Bonner Springs, Kans., may be the result of sand and gravel removal. Any imposed changes that shorten the channel or reduce the suspended-sediment discharge of the Kansas River are expected to cause additional channel instability. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr81128","usgsCitation":"Osterkamp, W.R., Curtis, R., and Crowther, H., 1982, Sediment and channel-geometry investigations for the Kansas River bank stabilization study, Kansas, Nebraska, and Colorado: U.S. Geological Survey Open-File Report 81-128, 71 p.  :ill., maps ;28 cm., https://doi.org/10.3133/ofr81128.","productDescription":"71 p.  :ill., maps ;28 cm.","costCenters":[],"links":[{"id":144152,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0128/report-thumb.jpg"},{"id":38401,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0128/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae003","contributors":{"authors":[{"text":"Osterkamp, W. R.","contributorId":46044,"corporation":false,"usgs":true,"family":"Osterkamp","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":161607,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Curtis, R.E.","contributorId":80741,"corporation":false,"usgs":true,"family":"Curtis","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":161608,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crowther, H.G.","contributorId":86629,"corporation":false,"usgs":true,"family":"Crowther","given":"H.G.","email":"","affiliations":[],"preferred":false,"id":161609,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10587,"text":"ofr82649 - 1982 - January 1982 water levels, and data related to water-level changes, western and south-central Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:06:25","indexId":"ofr82649","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-649","title":"January 1982 water levels, and data related to water-level changes, western and south-central Kansas","docAbstract":"Water-level measurements were made, mostly in January 1982, in about 1,530 wells in western and south-central Kansas. The measurements were made in mid-winter when pumping was minimal and water levels had recovered, for the most part, from the effects of pumping during the previous irrigation season. Annual hydrologic data are provided for relating water-level changes from a ' base-reference year ' (predevelopment year), a year of abnormally high rainfall and minimum pumpage (1966 or 1974), and each of seven consecutive years of measurement (1976-82), the ' base-reference year ' is designated as 1940 for the southwestern area, 1944 for the south-central area, and 1950 for the northwestern and west-central areas. Water levels for the ' base-reference year ' are established by measurements made during that year and by interpretation of maps showing water-level altitudes. Data also are provided for relating the average annual water-level changes, saturated thicknesses of the deposits, and percentage changes in saturated thicknesses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82649","usgsCitation":"Pabst, M., 1982, January 1982 water levels, and data related to water-level changes, western and south-central Kansas: U.S. Geological Survey Open-File Report 82-649, 167 p. :map ;28 cm., https://doi.org/10.3133/ofr82649.","productDescription":"167 p. :map ;28 cm.","costCenters":[],"links":[{"id":143111,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0649/report-thumb.jpg"},{"id":38413,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0649/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db666fde","contributors":{"authors":[{"text":"Pabst, M.E.","contributorId":17608,"corporation":false,"usgs":true,"family":"Pabst","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":161637,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10613,"text":"ofr811011 - 1982 - Ground-water quality in east-central Idaho valleys","interactions":[],"lastModifiedDate":"2012-02-02T00:06:21","indexId":"ofr811011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-1011","title":"Ground-water quality in east-central Idaho valleys","docAbstract":"From May through November 1978, water quality, geologic, and hydrologic data were collected for 108 wells in the Lemhi, Pahsimeroi, Salman River (Stanley to Salmon), Big Lost River, and Little Lost River valleys in east-central Idaho. Data were assembled to define, on a reconnaissance level, water-quality conditions in major aquifers and to develop an understanding of factors that affected conditions in 1978 and could affect future ground-water quality. Water-quality characteristics determined include specific conductance, pH, water temperature, major dissolved cations, major dissolved anions, and coliform bacteria. Concentrations of hardness, nitrite plus nitrate, coliform bacteria, dissolved solids, sulfate, chloride, fluoride , iron, calcium, magnesium, sodium, potassium or bicarbonate exceed public drinking water regulation limits or were anomalously high in some water samples. Highly mineralized ground water probably is due to the natural composition of the aquifers and not to surface contamination. Concentrations of coliform bacteria that exceed public drinking water limits and anomalously high dissolved nitrite-plus-nitrite concentrations are from 15- to 20-year old irrigation wells in heavily irrigated or more densely populated areas of the valleys. Ground-water quality and quantity in most of the study area are sufficient to meet current (1978) population and economic demands. Ground water in all valleys is characterized by significant concentrations of calcium, magnesium, and bicarbonate plus carbonate ions. Variations in the general trend of ground-water composition (especially in the Lemhi Valley) probably are most directly related to variability in aquifer lithology and proximity of sampling site to source of recharge. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr811011","usgsCitation":"Parliman, D., 1982, Ground-water quality in east-central Idaho valleys: U.S. Geological Survey Open-File Report 81-1011, 62 p., 3 over-size sheets, ill., maps ;35 cm., https://doi.org/10.3133/ofr811011.","productDescription":"62 p., 3 over-size sheets, ill., maps ;35 cm.","costCenters":[],"links":[{"id":142548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/1011/report-thumb.jpg"},{"id":38446,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1011/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38447,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1011/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38448,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/1011/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38449,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/1011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667390","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":161682,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10630,"text":"ofr82504 - 1982 - Quality of runoff from small watersheds in the Twin Cities metropolitan area, Minnesota: Hydrologic data for 1980","interactions":[],"lastModifiedDate":"2018-03-19T10:48:45","indexId":"ofr82504","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-504","title":"Quality of runoff from small watersheds in the Twin Cities metropolitan area, Minnesota: Hydrologic data for 1980","docAbstract":"<p>An intensive study of nonpoint-source runoff was conducted in the Twin Cities metropolitan area in Minnesota during 1980. The purpose of the study was to determine the relationships between land use, watershed characteristics, and the quantity, quality, and timing of runoff.</p>\n<p>Discharge and water-quality data were collected at 19 sites located in 6 rural and 4 urban watersheds. Basin characteristics and land use were determined for each watershed. Recording instruments provided continuous discharge records at 17 sites and continuous rainfall records at 12 sites. Automatic samplers were used at 12 sites. Water-quality samples were collected at 15- to 60-minute intervals during periods of increased runoff. Samples were collected periodically during low flow. Primary emphasis was placed on analysis of samples for suspended solids, nutrients, and oxygen-demanding constituents. Secondary emphasis was placed on analysis for chloride, metals, bacteria, pesticides, and PCB's. Wetfall and dryfall precipitation-quality data were collected at six sites.</p>\n<p>Discharge and water-quality data were used to calculate storm and daily loads of chemical oxygen demand, total suspended solids, ammonia plus organic nitrogen, nitrite plus nitrate-nitrogen, total phosphorus, chloride, and lead.</p>\n<p>All data collected during the study are documented in tables that contain watershed characteristics and land use, daily and unit values for discharge and rainfall, rainfall characteristics, water-quality data for runoff and precipitation, results of laboratory settling tests, results of quality-assurance tests, dally loads, and storm loads.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr82504","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities","usgsCitation":"Payne, G.A., Ayers, M.A., and Brown, R.G., 1982, Quality of runoff from small watersheds in the Twin Cities metropolitan area, Minnesota: Hydrologic data for 1980: U.S. Geological Survey Open-File Report 82-504, iv, 289 p., https://doi.org/10.3133/ofr82504.","productDescription":"iv, 289 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":142533,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0504/report-thumb.jpg"},{"id":38464,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0504/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Twin Cities Metropolitan Area","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-93.5093,45.4163],[-93.1289,45.4153],[-93.0186,45.4131],[-93.0188,45.2984],[-92.7894,45.297],[-92.7439,45.2963],[-92.7516,45.2935],[-92.7551,45.2927],[-92.7583,45.2904],[-92.7597,45.2872],[-92.7604,45.2845],[-92.7591,45.2794],[-92.7559,45.2739],[-92.7527,45.2694],[-92.7515,45.2657],[-92.7526,45.2626],[-92.7535,45.2584],[-92.7561,45.2541],[-92.7575,45.2502],[-92.7569,45.2443],[-92.7557,45.2397],[-92.7553,45.2356],[-92.7538,45.2305],[-92.7536,45.2276],[-92.7521,45.2236],[-92.752,45.2196],[-92.7527,45.2168],[-92.7546,45.2136],[-92.7573,45.2107],[-92.7603,45.2065],[-92.7619,45.2041],[-92.7632,45.2009],[-92.7637,45.1972],[-92.764,45.1895],[-92.7629,45.1853],[-92.7557,45.178],[-92.7522,45.1759],[-92.7493,45.173],[-92.748,45.1698],[-92.7472,45.1634],[-92.7483,45.1597],[-92.7475,45.1551],[-92.7473,45.1515],[-92.7484,45.1483],[-92.749,45.1419],[-92.7484,45.1373],[-92.7441,45.1264],[-92.7415,45.1172],[-92.7422,45.1135],[-92.7446,45.11],[-92.7467,45.1076],[-92.7513,45.1045],[-92.7591,45.0999],[-92.7624,45.0972],[-92.7803,45.0849],[-92.7847,45.083],[-92.7885,45.0806],[-92.7917,45.0791],[-92.795,45.0772],[-92.7982,45.0746],[-92.8001,45.0723],[-92.8019,45.0647],[-92.8016,45.0597],[-92.8005,45.0567],[-92.7984,45.0531],[-92.7952,45.0499],[-92.7926,45.0481],[-92.7881,45.0453],[-92.7837,45.0421],[-92.7745,45.0373],[-92.7707,45.0344],[-92.7683,45.0325],[-92.7645,45.0265],[-92.7639,45.0237],[-92.7639,45.0196],[-92.7682,45.0005],[-92.7694,44.9909],[-92.7686,44.9796],[-92.7646,44.9711],[-92.7547,44.9571],[-92.7527,44.9527],[-92.7523,44.9481],[-92.753,44.9369],[-92.7534,44.9237],[-92.7547,44.9159],[-92.7569,44.9105],[-92.7606,44.9068],[-92.7645,44.9046],[-92.767,44.9039],[-92.7707,44.9023],[-92.7729,44.901],[-92.775,44.8982],[-92.7738,44.8933],[-92.7689,44.8848],[-92.7632,44.8759],[-92.7628,44.8716],[-92.763,44.8671],[-92.7644,44.8622],[-92.7682,44.8554],[-92.7683,44.853],[-92.7671,44.8494],[-92.7652,44.8462],[-92.7646,44.8423],[-92.7644,44.8382],[-92.766,44.8308],[-92.7679,44.8265],[-92.7719,44.8211],[-92.7751,44.8161],[-92.7784,44.8125],[-92.7801,44.8095],[-92.781,44.8056],[-92.7823,44.8029],[-92.783,44.7966],[-92.7858,44.7893],[-92.7909,44.7842],[-92.7993,44.7765],[-92.802,44.7729],[-92.8046,44.7683],[-92.8059,44.7624],[-92.8073,44.7524],[-92.8061,44.7483],[-92.8054,44.7473],[-92.8022,44.7446],[-92.7901,44.7381],[-92.7805,44.7344],[-92.7722,44.7317],[-92.7658,44.7289],[-92.7569,44.7234],[-92.7536,44.7226],[-92.7471,44.7204],[-92.7415,44.7192],[-92.7339,44.7157],[-92.737,44.658],[-92.7386,44.6329],[-92.7957,44.6305],[-92.7915,44.5452],[-92.9165,44.5449],[-92.9179,44.5221],[-92.9218,44.518],[-92.9282,44.5158],[-92.9321,44.513],[-92.941,44.5149],[-92.9449,44.5131],[-92.9494,44.5104],[-92.9584,44.514],[-92.9634,44.5177],[-92.975,44.5159],[-92.9827,44.5173],[-92.991,44.5215],[-93.0057,44.5197],[-93.0121,44.5175],[-93.0166,44.5166],[-93.0275,44.5198],[-93.0301,44.5148],[-93.0346,44.5148],[-93.039,44.5171],[-93.0406,44.4729],[-93.2826,44.473],[-93.2798,44.546],[-93.5259,44.5466],[-93.9091,44.5446],[-93.9117,44.5492],[-93.9078,44.5528],[-93.9027,44.5524],[-93.9008,44.5492],[-93.8956,44.5483],[-93.8937,44.5515],[-93.8963,44.5561],[-93.9008,44.5606],[-93.8996,44.5647],[-93.8957,44.5675],[-93.8958,44.5711],[-93.8996,44.5743],[-93.8958,44.5775],[-93.8939,44.5807],[-93.8959,44.5871],[-93.8991,44.5903],[-93.8908,44.5962],[-93.8857,44.5967],[-93.8838,44.6012],[-93.878,44.6013],[-93.878,44.6077],[-93.8716,44.6063],[-93.8658,44.6063],[-93.8569,44.6168],[-93.8563,44.6218],[-93.8505,44.6219],[-93.8447,44.6201],[-93.8422,44.6233],[-93.8358,44.6242],[-93.8319,44.6251],[-93.8217,44.6297],[-93.8031,44.6366],[-93.7999,44.6361],[-93.7967,44.6343],[-93.7935,44.6311],[-93.7883,44.632],[-93.78,44.6362],[-93.7768,44.6385],[-93.7729,44.6366],[-93.7723,44.6325],[-93.7691,44.6312],[-93.7665,44.6362],[-93.7685,44.6417],[-93.7686,44.675],[-93.8887,44.6756],[-93.8902,44.7185],[-94.0104,44.719],[-94.0085,44.8947],[-94.0136,44.8951],[-94.0117,44.9796],[-93.7692,44.9789],[-93.7702,45.0734],[-93.7663,45.077],[-93.7631,45.0839],[-93.7534,45.0853],[-93.7399,45.0894],[-93.7341,45.0922],[-93.7322,45.0963],[-93.7257,45.1022],[-93.7225,45.11],[-93.72,45.1205],[-93.7155,45.1269],[-93.7019,45.1374],[-93.6852,45.1489],[-93.6793,45.1525],[-93.6716,45.1562],[-93.6574,45.1585],[-93.6554,45.1599],[-93.6529,45.1631],[-93.6503,45.169],[-93.6516,45.1841],[-93.6549,45.1905],[-93.6555,45.1969],[-93.6562,45.201],[-93.6471,45.2079],[-93.6387,45.2074],[-93.6361,45.206],[-93.6329,45.2056],[-93.6258,45.2092],[-93.6167,45.2115],[-93.6096,45.2111],[-93.6031,45.2111],[-93.5967,45.2134],[-93.5857,45.2189],[-93.5792,45.2189],[-93.5734,45.2202],[-93.5676,45.2225],[-93.5617,45.2289],[-93.554,45.2298],[-93.5462,45.2289],[-93.5371,45.2294],[-93.5332,45.2317],[-93.5197,45.2417],[-93.5158,45.2458],[-93.5138,45.2454],[-93.5093,45.4163]]]},\"properties\"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