This report contains hydrologic data on water-level measurements in observation wells in western and south-central Kansas. The measurements were made in mid-winter, mostly in January, when pumping was minimal and water levels had recovered from the effects of pumping during the previous irrigation season. This report also provides basic hydrologic data for relating water-level changes from a \"base-reference year\" (predevelopment year), a year of abnormally high rainfall and minimum pumpage (1966), and the previous year (1978). The \"base-reference year\" is designated as 1950 for the northwestern and west-central areas, 1940 for the southwestern area, and 1944 for the south-central area. Water-level data in the south-central area also are compared with data for 1974, which represents the recent period of intensified irrigation-well development.
Tables in the report show the depths to water level in 1940, 1944, or 1950 (predevelopment year), 1966, 1974, 1978, and 1979; water-level changes from 1940-79, 1944-79, 1950-79, 1966-79, 1974-79, and 1978-79; and the average annual changes from 1940-79, 1944-79, 1950-79, 1966-79, and 1974-79. Also shown are saturated thicknesses of the deposits in 1940, 1944, or 1950 and in 1979, as well as the percentage change in saturated thickness from 1940-79, 1944-79, or 1950-79.
The annual water-level measurements are made by personnel of the Division of Water Resources of the Kansas State Board of Agriculture and of the U.S. Geological Survey. State-agency support for this program is provided through the Kansas Geological Survey.
Wells in this report are numbered according to the Bureau of Land Management's system of land subdivision. In this system, the first set of digits of a well number indicates the township; the second set, the range east or west of the sixth principal meridian; and the third set, the section in which the well is situated. The first letter denotes the 160-acre tract within the section; the second, the 40-acre tract; and the third, the 10-acre tract. The letters are designated in a counterclockwise direction beginning in the northeast quadrant. Where there is more than one well in a 10-acre tract, consecutive numbers, beginning with \"2\", are added in the order in which the data from the wells are collected.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79925","usgsCitation":"Pabst, M.E., 1979, January 1979 water levels, and data related to water-level changes, western and south-central Kansas: U.S. Geological Survey Open-File Report 79-925, 213 p., https://doi.org/10.3133/ofr79925.","productDescription":"213 p.","numberOfPages":"217","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":143109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0925/report-thumb.jpg"},{"id":346229,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0925/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db666fcc","contributors":{"authors":[{"text":"Pabst, Marilyn E.","contributorId":25566,"corporation":false,"usgs":true,"family":"Pabst","given":"Marilyn","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":161635,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10320,"text":"ofr79677 - 1979 - A digital model for simulation of ground-water hydrology in the Houston area, Texas","interactions":[{"subject":{"id":10320,"text":"ofr79677 - 1979 - A digital model for simulation of ground-water hydrology in the Houston area, Texas","indexId":"ofr79677","publicationYear":"1979","noYear":false,"title":"A digital model for simulation of ground-water hydrology in the Houston area, Texas"},"predicate":"SUPERSEDED_BY","object":{"id":70043066,"text":"70043066 - 1979 - A digital model for simulation of ground-water hydrology in the Houston area, Texas","indexId":"70043066","publicationYear":"1979","noYear":false,"title":"A digital model for simulation of ground-water hydrology in the Houston area, Texas"},"id":1}],"supersededBy":{"id":70043066,"text":"70043066 - 1979 - A digital model for simulation of ground-water hydrology in the Houston area, Texas","indexId":"70043066","publicationYear":"1979","noYear":false,"title":"A digital model for simulation of ground-water hydrology in the Houston area, Texas"},"lastModifiedDate":"2017-06-14T12:08:30","indexId":"ofr79677","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-677","title":"A digital model for simulation of ground-water hydrology in the Houston area, Texas","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79677","usgsCitation":"Meyer, W.R., and Carr, J.E., 1979, A digital model for simulation of ground-water hydrology in the Houston area, Texas: U.S. Geological Survey Open-File Report 79-677, 143 p., https://doi.org/10.3133/ofr79677.","productDescription":"143 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":143632,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"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 -94.361572265625,\n 30.95876857077987\n ],\n [\n -97.7783203125,\n 30.798474179567823\n ],\n [\n -97.349853515625,\n 28.603814407841327\n ],\n [\n -96.94335937499999,\n 27.89734922968426\n ],\n [\n -96.844482421875,\n 27.994401411046148\n ],\n [\n -96.52587890625,\n 28.17855984939698\n ],\n [\n -95.657958984375,\n 28.65203063036226\n ],\n [\n -94.28466796874999,\n 29.53522956294847\n ],\n [\n -94.361572265625,\n 30.95876857077987\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aedc5","contributors":{"authors":[{"text":"Meyer, Walter Richard","contributorId":30209,"corporation":false,"usgs":true,"family":"Meyer","given":"Walter","email":"","middleInitial":"Richard","affiliations":[],"preferred":false,"id":161192,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carr, Jerry E.","contributorId":47758,"corporation":false,"usgs":true,"family":"Carr","given":"Jerry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":161193,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10235,"text":"ofr791276 - 1979 - A plan for study of flood hydrology of foothill streams in Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:28","indexId":"ofr791276","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1276","title":"A plan for study of flood hydrology of foothill streams in Colorado","docAbstract":"A comprehensive plan is presented for researching methods of flood-data analysis and informatin transfer for foothill areas, and for establishing a hydrologic data-collection network in the foothill areas of Colorado. The research will concentrate on three areas: (1) Developing methods to analyze flood peaks in foothill areas by using gaging-station records to obtan annual arrays of snowmelt and rainfall peaks; (2) investigating techniques for flood informatin transfer, using physical and climatic characteristics; and (3) testing and, if required, verifying hydrologic models. The available gaging-station data consists of records from 81 active and 43 discontinued gaging stations. The National Weather Service operates 53 recording and 70 non-recording precipitation gages, and has 476 storm observers within the project boundaries. The Soil Conservation Service is installing a network (SNOTEL) of 46 automated snowpack monitors. A data-collection network will be established in areas of data deficiencies, consisting of streamflow stations , crest-stage gages, and precipitation stations. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791276","isbn":"pbk","usgsCitation":"McCain, J.F., and Ebling, J.L., 1979, A plan for study of flood hydrology of foothill streams in Colorado: U.S. Geological Survey Open-File Report 79-1276, iv, 34 p. :ill., 1 over-size sheet ;scale 1:500,000 ;28 cm., https://doi.org/10.3133/ofr791276.","productDescription":"iv, 34 p. :ill., 1 over-size sheet ;scale 1:500,000 ;28 cm.","costCenters":[],"links":[{"id":144198,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1276/report-thumb.jpg"},{"id":38104,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1276/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38103,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1276/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab7a9","contributors":{"authors":[{"text":"McCain, Jerald F.","contributorId":104039,"corporation":false,"usgs":true,"family":"McCain","given":"Jerald","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":161055,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ebling, John L.","contributorId":51297,"corporation":false,"usgs":true,"family":"Ebling","given":"John","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":161054,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9990,"text":"ofr791331 - 1979 - Ground-water-quality data from the northern Powder River Basin, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:06:19","indexId":"ofr791331","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1331","title":"Ground-water-quality data from the northern Powder River Basin, southeastern Montana","docAbstract":"Water-quality data collected during 1973-77 for hydrologic studies in the northern Powder River basin of southeastern Montana provide a data base for shallow ground water. The 665 water samples collected were analyzed for major cations and anions. Of the samples, 516 were from wells and 149 were from springs. About 10 percent of the samples were also analyzed for trace constituents and radiochemistry. The majority of analyses were performed by the Montana Bureau of Mines and Geology laboratory in Butte, Montana. The remaining analyses, including all trace constituent and radiochemical analyses, were performed by the U.S. Geological Survey National Water Quality Laboratory in Denver, Colorado. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791331","usgsCitation":"Lee, R.W., 1979, Ground-water-quality data from the northern Powder River Basin, southeastern Montana (WRI/OFR): U.S. Geological Survey Open-File Report 79-1331, iv, 59 p. :ill., maps (1 fold. in pocket) ;26 cm., https://doi.org/10.3133/ofr791331.","productDescription":"iv, 59 p. :ill., maps (1 fold. in pocket) ;26 cm.","costCenters":[],"links":[{"id":142522,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1331/report-thumb.jpg"},{"id":37799,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1331/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37800,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1331/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a95e4b07f02db65a0de","contributors":{"authors":[{"text":"Lee, Roger W.","contributorId":105273,"corporation":false,"usgs":true,"family":"Lee","given":"Roger","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":160628,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9967,"text":"ofr791166 - 1979 - Hydrologic data for floods of July 1978 in Southeast Minnesota and Southwest Wisconsin","interactions":[],"lastModifiedDate":"2018-03-12T13:03:24","indexId":"ofr791166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1166","title":"Hydrologic data for floods of July 1978 in Southeast Minnesota and Southwest Wisconsin","docAbstract":"Intense storms of July 1978 caused floods of historical significance in southeast Minnesota and southwest Wisconsin. Local, State, and Federal officials need data and information to evaluate, coordinate, and manage programs concerned with floods and flood losses. Because of a need to document stream discharges, elevations, and sediment concentrations, current-meter and indirect measurements were made at 34 gaging stations during or immediately after the floods. This report summarizes some of the hydrologic data collected. Peak discharges of record occurred at 20 gaging stations. Frequency of peak discharge equaled or exceeded the 100-year recurrence interval at 11 stations. The Federal Benchmark gaging station on the North Fork Whitewater River was destroyed. Five people died as a result of the floods, and property damages were estimated to exceed $114 million. Thirty-three counties were officially declared disaster areas.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60eb1f","contributors":{"authors":[{"text":"Latkovich, V.J.","contributorId":52576,"corporation":false,"usgs":true,"family":"Latkovich","given":"V.J.","email":"","affiliations":[],"preferred":false,"id":160586,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9956,"text":"ofr791256 - 1979 - Water-resources data, 1970-75, for Perris Valley and vicinity, Riverside County, California","interactions":[],"lastModifiedDate":"2016-03-07T13:00:01","indexId":"ofr791256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1256","title":"Water-resources data, 1970-75, for Perris Valley and vicinity, Riverside County, California","docAbstract":"In 1969 the U.S. Geological Survey began in Perris Valley, Calif., to determine changes in the hydrologic regime as a rural area becomes urbanized. The investigations spanned several years when precipitation was below normal in most of southern California.
\nSurface-water records were collected for a 6-year period at 21 sites, and continuous precipitation records were obtained at four sites. Ground-water levels were tabulated from historical data at selected wells for 1941, 1968, and 1970. Water quality was monitored at several wells in the valley, and sediment data were collected at three surface-water gages. There was little increase in urbanization during the investigation.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791256","usgsCitation":"Lang, D.J., 1979, Water-resources data, 1970-75, for Perris Valley and vicinity, Riverside County, California: U.S. Geological Survey Open-File Report 79-1256, vii, 127 p., https://doi.org/10.3133/ofr791256.","productDescription":"vii, 127 p.","numberOfPages":"138","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":318559,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1256/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143614,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr791256.jpg"}],"country":"United States","state":"California","county":"Riverside County","otherGeospatial":"Perris 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David J.","contributorId":36548,"corporation":false,"usgs":true,"family":"Lang","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":160568,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9886,"text":"ofr791514 - 1979 - In situ bulk density and porosity estimates from borehole gravity data in limestones of the Madison Group; test well No. 1, Crook County, Wyoming","interactions":[],"lastModifiedDate":"2024-02-23T19:24:48.056218","indexId":"ofr791514","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1514","title":"In situ bulk density and porosity estimates from borehole gravity data in limestones of the Madison Group; test well No. 1, Crook County, Wyoming","docAbstract":"In 1975 the U.S. Geological Survey, in cooperation with the Old West Regional Commission, prepared a plan of study (U.S. Geological Survey, 1975) for evaluating the water-supply potential of limestone of the Madison Group and associated rocks. To obtain better subsurface hydrologic and geologic information it was recognized that Madison Group test wells would have to be drilled. This report tabulates the results of in situ bulk density and porosity determinations from borehole gravity data obtained in the first of these wells, test well no. 1.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791514","usgsCitation":"Kososki, B.A., and Robbins, S.L., 1979, In situ bulk density and porosity estimates from borehole gravity data in limestones of the Madison Group; test well No. 1, Crook County, Wyoming: U.S. Geological Survey Open-File Report 79-1514, 14 p., https://doi.org/10.3133/ofr791514.","productDescription":"14 p.","costCenters":[],"links":[{"id":425953,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1514/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140971,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1514/report-thumb.jpg"}],"country":"United States","state":"Wyoming","county":"Crook County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -105.14876133608134,\n 45.00809220880524\n ],\n [\n -105.14876133608134,\n 44.11576366618212\n ],\n [\n -104.06111485170655,\n 44.11576366618212\n ],\n [\n -104.06111485170655,\n 45.00809220880524\n ],\n [\n -105.14876133608134,\n 45.00809220880524\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fce4b07f02db5f5ad7","contributors":{"authors":[{"text":"Kososki, Bruce A.","contributorId":70416,"corporation":false,"usgs":true,"family":"Kososki","given":"Bruce","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":160459,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robbins, Stephen L.","contributorId":68291,"corporation":false,"usgs":true,"family":"Robbins","given":"Stephen","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":160458,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9862,"text":"ofr791257 - 1979 - Summary of U.S. Geological Survey investigations and hydrologic conditions in the Southwest Florida Water Management District for 1978","interactions":[],"lastModifiedDate":"2014-03-25T08:22:33","indexId":"ofr791257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1257","title":"Summary of U.S. Geological Survey investigations and hydrologic conditions in the Southwest Florida Water Management District for 1978","docAbstract":"This report summarizes water-resources investigations in the Southwest Florida Water Management District performed by the U.S. Geological Survey, Water Resources Division, for fiscal year 1978. The investigations are part of the Federal program of appraising the nation 's water resources. The cooperative program for fiscal year 1978 included 37 interpretive investigations. Abstracts of 30 reports released during 1978 and a bibliography of reports released since 1933 are included. The hydrologic setting of southwest Florida and discussions of surface-water, ground-water, and quality-of-water conditions are given. Hydrologic conditions in southwest Florida are described and illustrated by hydrographs of selected surface-water, ground-water and lake-stage data collection sites. In addition, summaries of water-use data and data on the regional observation monitor-well program are provided. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Tallahassee, FL","doi":"10.3133/ofr791257","collaboration":"Prepared in cooperation with the Southwest Florida Water Management District","usgsCitation":"Knutilla, R.L., and Rollins, H., 1979, Summary of U.S. Geological Survey investigations and hydrologic conditions in the Southwest Florida Water Management District for 1978: U.S. Geological Survey Open-File Report 79-1257, vi, 118 p., https://doi.org/10.3133/ofr791257.","productDescription":"vi, 118 p.","numberOfPages":"125","costCenters":[],"links":[{"id":281979,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr791257.jpg"},{"id":284490,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1257/report.pdf"}],"country":"United States","state":"Florida","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -83.0127,26.0667 ], [ -83.0127,29.3439 ], [ -81.2659,29.3439 ], [ -81.2659,26.0667 ], [ -83.0127,26.0667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd7523e4b0b2908510a111","contributors":{"authors":[{"text":"Knutilla, Robert Lloyd","contributorId":34131,"corporation":false,"usgs":true,"family":"Knutilla","given":"Robert","email":"","middleInitial":"Lloyd","affiliations":[],"preferred":false,"id":160421,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rollins, H.C.","contributorId":102885,"corporation":false,"usgs":true,"family":"Rollins","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":160422,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9615,"text":"ofr79514 - 1979 - Summary of hydrologic data collected during 1977 in Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:06:15","indexId":"ofr79514","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-514","title":"Summary of hydrologic data collected during 1977 in Dade County, Florida","docAbstract":"During 1977 rainfall was 1.52 inches above the long-term average in Dade County, Fla. Ground-water levels ranged from 0.3 foot above to 0.1 foot below average. The highest and lowest ground-water levels for the year were 1 foot below and 1 foot above their long-term average. In the Hialeah-Miami Springs area , water levels in wells near the centers of the heaviest pumping ranged from 7.2 to 11.9 feet below mean sea level, 1929; and in the Southwest well-field area, ground-water levels near the centers of pumping ranged from 1.0 foot above to 1.5 feet below mean sea level. In 1977 the combined average daily discharge from nine major streams and canals that flow eastward into tidal waters was 1,712 cubic feet per second (cfs), 46 cfs above the combined average daily flow for 1976. The combined average daily flow through the Tamiami Canal outlets was 582 cfs, 201 cfs above that of 1976. The 1977 position of the salt front in the coastal part of the Biscayne aquifer was about the same as in 1976, except south of Homestead Air Force Base where the salt front had encroached farther inland. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79514","usgsCitation":"Hull, J.E., 1979, Summary of hydrologic data collected during 1977 in Dade County, Florida: U.S. Geological Survey Open-File Report 79-514, vii, 116 p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr79514.","productDescription":"vii, 116 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":141737,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699190","contributors":{"authors":[{"text":"Hull, John E.","contributorId":15616,"corporation":false,"usgs":true,"family":"Hull","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159999,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14533,"text":"ofr791058 - 1979 - Programs and activities of the Missouri District, Water Resources Division, U.S. Geological Survey, fiscal year 1979","interactions":[],"lastModifiedDate":"2017-09-29T08:41:13","indexId":"ofr791058","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1058","title":"Programs and activities of the Missouri District, Water Resources Division, U.S. Geological Survey, fiscal year 1979","docAbstract":"Water-resources investigations of the U.S. Geological Survey in Missouri consist of collecting hydrologic data and conducting interpretive investigations. The data and the results of the investigations are published or released by either the U.S. Geological Survey or by cooperating agencies. This report describes the data-collection activities and investigations in Missouri for the 1979 fiscal year and provides an extensive list of water-resources references for the State.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688583","contributors":{"compilers":[{"text":"Kratzer, Wanietia M.","contributorId":40978,"corporation":false,"usgs":true,"family":"Kratzer","given":"Wanietia","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":711159,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":9480,"text":"ofr79214 - 1979 - Hydrologic data for water-table aquifers in the greater Denver area, Front Range Urban Corridor, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:15","indexId":"ofr79214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-214","title":"Hydrologic data for water-table aquifers in the greater Denver area, Front Range Urban Corridor, Colorado","docAbstract":"As part of the U.S. Geological Survey 's investigations of the hydrology and geology in the Front Range Urban Corridor of Colorado, hydrologic data for water-table aquifers in the greater Denver area were collected and compiled during 1976-77. These data, consisting of records for 325 wells and 11 springs and chemical analyses of water for 272 of the wells and all 11 springs, are presented in tabular form. The tables contain data that were collected during the investigation, data compiled from reports published by the Colorado Water Conservation Board and the U.S. Geological Survey, and unpublished data from the files of the U.S. Geological Survey. State and local officials in the greater Denver area may find these data useful in planning for residential, commercial, and industrial development. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79214","usgsCitation":"Hillier, D.E., Schneider, P., and Hutchinson, E.C., 1979, Hydrologic data for water-table aquifers in the greater Denver area, Front Range Urban Corridor, Colorado: U.S. Geological Survey Open-File Report 79-214, iv, 68 p. :maps (1 fold. in pocket) ;28 cm.; (83 p. - PGS), https://doi.org/10.3133/ofr79214.","productDescription":"iv, 68 p. :maps (1 fold. in pocket) ;28 cm.; (83 p. - PGS)","costCenters":[],"links":[{"id":141886,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0214/report-thumb.jpg"},{"id":37188,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0214/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37189,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0214/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607865","contributors":{"authors":[{"text":"Hillier, Donald E.","contributorId":105282,"corporation":false,"usgs":true,"family":"Hillier","given":"Donald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":159763,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, Paul A.","contributorId":32509,"corporation":false,"usgs":true,"family":"Schneider","given":"Paul A.","affiliations":[],"preferred":false,"id":159762,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hutchinson, E. Carter","contributorId":28954,"corporation":false,"usgs":true,"family":"Hutchinson","given":"E.","email":"","middleInitial":"Carter","affiliations":[],"preferred":false,"id":159761,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":15015,"text":"ofr80348 - 1979 - Hydrologic data collected at closure of Gainesville Lock and Dam, Tombigbee River near Gainesville, Alabama","interactions":[],"lastModifiedDate":"2022-07-25T17:49:21.159366","indexId":"ofr80348","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"80-348","title":"Hydrologic data collected at closure of Gainesville Lock and Dam, Tombigbee River near Gainesville, Alabama","docAbstract":"The Gainesville Lock and Dam is the first of ten lock and dam projects on the Tennessee-Tombigbee Waterway to be completed. The structure was completed in 1978 and filling of the reservoir commenced March 20, 1978 resulting in changes in stream stage and discharge, ground-water levels, and chemical quality of the water.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80348","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Ming, E.G., and Sedberry, F.C., 1979, Hydrologic data collected at closure of Gainesville Lock and Dam, Tombigbee River near Gainesville, Alabama: U.S. Geological Survey Open-File Report 80-348, v, 33 p., https://doi.org/10.3133/ofr80348.","productDescription":"v, 33 p.","costCenters":[],"links":[{"id":404428,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0348/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148023,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0348/report-thumb.jpg"}],"country":"United States","state":"Alabama","city":"Gainesville","otherGeospatial":"Tombigbee River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.17695617675781,\n 32.8092074693633\n ],\n [\n -88.13438415527344,\n 32.8092074693633\n ],\n [\n -88.13438415527344,\n 32.834019798849624\n ],\n [\n -88.17695617675781,\n 32.834019798849624\n ],\n [\n -88.17695617675781,\n 32.8092074693633\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683504","contributors":{"authors":[{"text":"Ming, E. Grady","contributorId":62227,"corporation":false,"usgs":true,"family":"Ming","given":"E.","email":"","middleInitial":"Grady","affiliations":[],"preferred":false,"id":170416,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sedberry, Fletcher C.","contributorId":56238,"corporation":false,"usgs":true,"family":"Sedberry","given":"Fletcher","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":170415,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9301,"text":"ofr79979 - 1979 - Hydrologic data for wells, springs, and streams in Boulder County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:10","indexId":"ofr79979","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-979","title":"Hydrologic data for wells, springs, and streams in Boulder County, Colorado","docAbstract":"Hydrologic data collected in 1975-77 as part of a comprehensive water-resources investigation of Boulder County, Colo., by the U.S. Geological Survey in cooperation with the Boulder County Health Department and the Colorado Geological Survey are presented in this report. The data, in tabular and graphic form, consist of water-quality analyses of selected constituents and geohydrologic-site, water-treatment, and sewage-treatment data for 609 wells and 48 springs; water-quality analyses for 102 of the wells and 9 of the springs; water-quality analyses of streamflow from 34 sites; and specific conductance and water-temperature measurements of streamflow from 3 sites. State and local officials in Boulder County may find these data useful in planning for residential, commercial, and industrial development. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79979","usgsCitation":"Hall, D.C., Boyd, E.L., and Cain, D., 1979, Hydrologic data for wells, springs, and streams in Boulder County, Colorado: U.S. Geological Survey Open-File Report 79-979, iv, 110 p. :ill., maps (1 fold. in pocket) ;28 cm., https://doi.org/10.3133/ofr79979.","productDescription":"iv, 110 p. :ill., maps (1 fold. in pocket) ;28 cm.","costCenters":[],"links":[{"id":110106,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_30424.htm","linkFileType":{"id":5,"text":"html"},"description":"30424"},{"id":140898,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0979/report-thumb.jpg"},{"id":37015,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0979/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37016,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0979/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607c22","contributors":{"authors":[{"text":"Hall, Dennis C.","contributorId":95473,"corporation":false,"usgs":true,"family":"Hall","given":"Dennis","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":159446,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Boyd, Elaine L.","contributorId":103277,"corporation":false,"usgs":true,"family":"Boyd","given":"Elaine","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":159448,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":159447,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":9289,"text":"ofr791598 - 1979 - Assessment of potential impacts to the hydrologic system related to surface mining","interactions":[],"lastModifiedDate":"2024-03-11T18:34:45.637359","indexId":"ofr791598","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1598","title":"Assessment of potential impacts to the hydrologic system related to surface mining","docAbstract":"With the increasing demand for energy minerals, such as coal and uranium, and other minerals, Indian lands have received the attention of leasing, exploration, and mining interests. If these mineral resources, together with all other land resources, are to be managed properly by tribal decisionmakers, they will need more information. The following steps should be considered: (1) assessment of the physical characteristics and natural resources of all areas having mining potential, (2) determination of the suitability for mining, and (3) estimation of reclamation potential if an area is disturbed.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791598","usgsCitation":"Hadley, R.F., 1979, Assessment of potential impacts to the hydrologic system related to surface mining: U.S. Geological Survey Open-File Report 79-1598, 2 p., https://doi.org/10.3133/ofr791598.","productDescription":"2 p.","costCenters":[],"links":[{"id":141204,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1598/report-thumb.jpg"},{"id":426521,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1598/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671edd","contributors":{"authors":[{"text":"Hadley, R. F.","contributorId":27028,"corporation":false,"usgs":true,"family":"Hadley","given":"R.","middleInitial":"F.","affiliations":[],"preferred":false,"id":159427,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8988,"text":"ofr79344 - 1979 - Hydrology and water resources of the Shawsheen River basin, Massachusetts","interactions":[{"subject":{"id":8988,"text":"ofr79344 - 1979 - Hydrology and water resources of the Shawsheen River basin, Massachusetts","indexId":"ofr79344","publicationYear":"1979","noYear":false,"title":"Hydrology and water resources of the Shawsheen River basin, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":68396,"text":"ha614 - 1980 - Hydrology and water resources of the Shawsheen River basin, Massachusetts","indexId":"ha614","publicationYear":"1980","noYear":false,"title":"Hydrology and water resources of the Shawsheen River basin, Massachusetts"},"id":1}],"supersededBy":{"id":68396,"text":"ha614 - 1980 - Hydrology and water resources of the Shawsheen River basin, Massachusetts","indexId":"ha614","publicationYear":"1980","noYear":false,"title":"Hydrology and water resources of the Shawsheen River basin, Massachusetts"},"lastModifiedDate":"2012-02-02T00:06:28","indexId":"ofr79344","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-344","title":"Hydrology and water resources of the Shawsheen River basin, Massachusetts","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79344","usgsCitation":"Gay, F.B., and Delaney, D.F., 1979, Hydrology and water resources of the Shawsheen River basin, Massachusetts: U.S. Geological Survey Open-File Report 79-344, 52 p. :graphs, maps (some col. fold.) ;30 cm. --, https://doi.org/10.3133/ofr79344.","productDescription":"52 p. :graphs, maps (some col. fold.) ;30 cm. --","costCenters":[],"links":[{"id":144259,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604b8c","contributors":{"authors":[{"text":"Gay, Frederick B.","contributorId":102052,"corporation":false,"usgs":true,"family":"Gay","given":"Frederick","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":158671,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Delaney, David F.","contributorId":41797,"corporation":false,"usgs":false,"family":"Delaney","given":"David","email":"","middleInitial":"F.","affiliations":[{"id":27261,"text":"U.S. Army Construction Engineering Research Laboratory, Champaig","active":true,"usgs":false}],"preferred":false,"id":158670,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8987,"text":"ofr79557 - 1979 - Hydrology and water resources of the lower Merrimack River basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport","interactions":[{"subject":{"id":8987,"text":"ofr79557 - 1979 - Hydrology and water resources of the lower Merrimack River basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport","indexId":"ofr79557","publicationYear":"1979","noYear":false,"title":"Hydrology and water resources of the lower Merrimack River basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport"},"predicate":"SUPERSEDED_BY","object":{"id":68395,"text":"ha616 - 1980 - Hydrology and water resources of the lower Merrimack River Basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport","indexId":"ha616","publicationYear":"1980","noYear":false,"title":"Hydrology and water resources of the lower Merrimack River Basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport"},"id":1}],"supersededBy":{"id":68395,"text":"ha616 - 1980 - Hydrology and water resources of the lower Merrimack River Basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport","indexId":"ha616","publicationYear":"1980","noYear":false,"title":"Hydrology and water resources of the lower Merrimack River Basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport"},"lastModifiedDate":"2012-02-02T00:06:28","indexId":"ofr79557","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-557","title":"Hydrology and water resources of the lower Merrimack River basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79557","usgsCitation":"Gay, F.B., and Delaney, D.F., 1979, Hydrology and water resources of the lower Merrimack River basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport: U.S. Geological Survey Open-File Report 79-557, 52 p. :ill., maps (some fold. col.) ;28 cm., https://doi.org/10.3133/ofr79557.","productDescription":"52 p. :ill., maps (some fold. col.) ;28 cm.","costCenters":[],"links":[{"id":144258,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e7a1","contributors":{"authors":[{"text":"Gay, Frederick B.","contributorId":102052,"corporation":false,"usgs":true,"family":"Gay","given":"Frederick","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":158669,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Delaney, David F.","contributorId":41797,"corporation":false,"usgs":false,"family":"Delaney","given":"David","email":"","middleInitial":"F.","affiliations":[{"id":27261,"text":"U.S. Army Construction Engineering Research Laboratory, Champaig","active":true,"usgs":false}],"preferred":false,"id":158668,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":16540,"text":"ofr791344 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Sand Creek, Decatur County, Indiana","interactions":[],"lastModifiedDate":"2024-06-28T21:08:53.764921","indexId":"ofr791344","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1344","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Sand Creek, Decatur County, Indiana","docAbstract":"The Indiana State Board of Health is developing a State water-quality management plan that includes establishing limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in Sand Creek was used to develop alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows. The Greensburg wastewater-treatment facility is the only point-source waste Load affecting Sand Creek in the vicinity of Greensburg. Nonpoint, unrecorded waste loads seemed to be significant during three water-quality surveys done by the Indiana State Board of Health.
Natural streamflow in Sand Creek during the summer and annual 7-day, 10-year low flow is zero, so no benefit from dilution is provided. Current (1978) ammonia-nitrogen and dissolved-oxygen concentrations of effluent from the Greensburg wastewater-treatment facility will not meet Indiana stream water-quality standards for ammonia toxicity and dissolved oxygen.
Model simulations indicate that benthic-oxygen demand, nitrification, and the dissolved-oxygen concentration of the wastewater effluent are the most significant factors affecting the in-stream dissolved-oxygen concentrations during summer low flows. The model predicts that with a benthic-oxygen demand of 1.5 grams per square meter per day at 20° Celsius the stream has no additional waste-load assimilative capacity.
The model also indicates that if the deoxygenation rate for nitrogenous biochemical-oxygen demand ranges from 0.2 to 1.0 day-1 at 20° Celsius and the in-stream ammonia-nitrogen toxicity standard is not exceeded, the minimum dissolved-oxygen concentration of the stream is primarily controlled by the dissolved-oxygen concentration of the wastewater effluent and the benthic-oxygen demand. If the deoxygenation rate for nitrogenous biochemical-oxygen demand is 3.5 day-1 or greater at 20° Celsius, then even with an effluent total ammonia-nitrogen concentration of 2.5 milligrams per liter the minimum 24-hour average in-stream dissolved-oxygen concentration of at least 5 milligrams per liter cannot be met during summer low flows.
Current carbonaceous biochemical-oxygen demand loads from the Greensburg wastewater-treatment facility are sufficient to maintain an average dissolved-oxygen concentration of 5 milligrams per liter, the State's water-quality standard for streams during winter low flows.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791344","collaboration":"Prepared in cooperation with Indiana State Board of Health","usgsCitation":"Wilber, W.G., Crawford, C.G., and Peters, J.G., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Sand Creek, Decatur County, Indiana: U.S. Geological Survey Open-File Report 79-1344, viii, 76 p., https://doi.org/10.3133/ofr791344.","productDescription":"viii, 76 p.","costCenters":[],"links":[{"id":430616,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1344/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150519,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1344/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Decatur County","otherGeospatial":"Sand Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.2977,39.4534],[-85.2966,39.268],[-85.4403,39.1954],[-85.5664,39.1325],[-85.688,39.1307],[-85.6881,39.1746],[-85.6878,39.2009],[-85.6873,39.2476],[-85.6865,39.2621],[-85.6859,39.3197],[-85.6852,39.3274],[-85.6851,39.3387],[-85.6849,39.3505],[-85.6302,39.3515],[-85.6296,39.4503],[-85.6302,39.453],[-85.2977,39.4534]]]},\"properties\":{\"name\":\"Decatur\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6abaec","contributors":{"authors":[{"text":"Wilber, William G. wgwilber@usgs.gov","contributorId":297,"corporation":false,"usgs":true,"family":"Wilber","given":"William","email":"wgwilber@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":173016,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":173017,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":173018,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":16541,"text":"ofr791534 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for the Mississinewa River, Grant County, Indiana","interactions":[],"lastModifiedDate":"2024-02-26T19:45:50.688198","indexId":"ofr791534","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1534","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for the Mississinewa River, Grant County, Indiana","docAbstract":"The Indiana State Board of Health is developing a State water-quality management plan that includes establishing limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in the Mississinewa River was used to develop alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.
The hydrology of the Mississinewa River downstream from Gas City is controlled primarily by two factors: low slopes, typical of the Tipton Till Plain, and a 10-foot dam at river mile 35.90 in Marion. All point-source waste loads affecting the modeled segment of the Mississinewa River are in the four incorporated municipalities of Fairmount, Jonesboro, Gas City, and Marion, in a primarily agricultural area.
Model simulations indicate that algal photosynthesis and nitrification are the most significant factors affecting the dissolved-oxygen concentration of the Mississinewa River during summer low flows. Natural reaeration, without photosynthesis, is not sufficient to maintain an average dissolved-oxygen concentration of at least 5 milligrams per liter in the stream, the State's water-quality standard.
Projected carbonaceous and nitrogenous biochemical-oxygen demand loads, from the Indiana State Board of Health, for Owens-Illinois, Inc., and the Gas City and Marion wastewater-treatment facilities will result in violations of the in-stream dissolved-oxygen standard. Fairmount and Jonesboro, because of their distance from the Mississinewa, do not significantly affect the water quality of the modeled segment.
Model simulations also indicate that, during winter low flows, ammonia toxicity, rather than dissolved oxygen, is the limiting water-quality criterion in the Mississinewa River downstream from the Gas City wastewater-treatment facility.
Calculations of the stream's assimilative capacity indicate that future waste discharge in the Mississinewa River basin will probably be limited to the reach downstream from the Marion dam (river mile 35.90).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791534","collaboration":"Prepared in cooperation with Indiana State Board of Health","usgsCitation":"Wilber, W.G., Crawford, C.G., and Peters, J.G., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for the Mississinewa River, Grant County, Indiana: U.S. Geological Survey Open-File Report 79-1534, vii, 98 p., https://doi.org/10.3133/ofr791534.","productDescription":"vii, 98 p.","costCenters":[],"links":[{"id":426012,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1534/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150520,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1534/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Grant County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.6385,40.6542],[-85.5609,40.6546],[-85.4476,40.6541],[-85.4453,40.567],[-85.4454,40.4799],[-85.4448,40.3933],[-85.4451,40.3792],[-85.5784,40.3794],[-85.8621,40.3784],[-85.8624,40.407],[-85.8641,40.5666],[-85.8645,40.6528],[-85.7869,40.6533],[-85.6742,40.654],[-85.6385,40.6542]]]},\"properties\":{\"name\":\"Grant\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab8b8","contributors":{"authors":[{"text":"Wilber, William G. wgwilber@usgs.gov","contributorId":297,"corporation":false,"usgs":true,"family":"Wilber","given":"William","email":"wgwilber@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":173019,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":173020,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":173021,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":3789,"text":"cir809 - 1979 - Status of surface-water modeling in the U.S. Geological Survey","interactions":[],"lastModifiedDate":"2012-02-02T00:05:40","indexId":"cir809","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"809","title":"Status of surface-water modeling in the U.S. Geological Survey","docAbstract":"The U.S. Geological Survey is active in the development and use of models for the analysis of various types of surface-water problems. Types of problems for which models have been, or are being developed, include categories such as the following: (1)specialized hydraulics, (2)flow routing in streams, estuaries, lakes, and reservoirs, (3) sedimentation, (4) transport of physical, chemical, and biological constituents, (5) surface exchange of heat and mass, (6) coupled stream-aquifer flow systems, (7) physical hydrology for rainfall-runoff relations, stream-system simulations, channel geometry, and water quality, (8) statistical hydrology for synthetic streamflows, floods, droughts, storage, and water quality, (9) management and operation problems, and (10) miscellaneous hydrologic problems. Following a brief review of activities prior to 1970, the current status of surface-water modeling is given as being in a developmental, verification, operational, or continued improvement phase. A list of recently published selected references, provides useful details on the characteristics of models.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir809","usgsCitation":"Jennings, M.E., and Yotsukura, N., 1979, Status of surface-water modeling in the U.S. Geological Survey: U.S. Geological Survey Circular 809, iii, 17 p. ; 26 cm., https://doi.org/10.3133/cir809.","productDescription":"iii, 17 p. ; 26 cm.","costCenters":[],"links":[{"id":124686,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1979/0809/report-thumb.jpg"},{"id":30861,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1979/0809/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a10b","contributors":{"authors":[{"text":"Jennings, Marshall E.","contributorId":55813,"corporation":false,"usgs":true,"family":"Jennings","given":"Marshall","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":147604,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Yotsukura, Nobuhiro","contributorId":81884,"corporation":false,"usgs":true,"family":"Yotsukura","given":"Nobuhiro","email":"","affiliations":[],"preferred":false,"id":147605,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17242,"text":"ofr8047 - 1979 - Hydrologic characteristics of Elim, Skunk, and Deer creeks, upper Nemadji River basin, Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T11:12:32","indexId":"ofr8047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"80-47","title":"Hydrologic characteristics of Elim, Skunk, and Deer creeks, upper Nemadji River basin, Minnesota","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr8047","usgsCitation":"Giacomini, E., Wolf, R.J., Payne, G.A., and Adolphson, D.G., 1979, Hydrologic characteristics of Elim, Skunk, and Deer creeks, upper Nemadji River basin, Minnesota: U.S. Geological Survey Open-File Report 80-47, 51 p., https://doi.org/10.3133/ofr8047.","productDescription":"51 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":149359,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Minnesota","otherGeospatial":"Upper Nemadji River basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611644","contributors":{"authors":[{"text":"Giacomini, E.G.","contributorId":23806,"corporation":false,"usgs":true,"family":"Giacomini","given":"E.G.","email":"","affiliations":[],"preferred":false,"id":175568,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wolf, R. J.","contributorId":21518,"corporation":false,"usgs":true,"family":"Wolf","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":175567,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":175569,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Adolphson, D. G.","contributorId":106081,"corporation":false,"usgs":true,"family":"Adolphson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":175570,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":17449,"text":"ofr791533 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Clear Creek, Monroe County, Indiana","interactions":[],"lastModifiedDate":"2024-02-26T18:14:15.080516","indexId":"ofr791533","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1533","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Clear Creek, Monroe County, Indiana","docAbstract":"The Indiana State Board of Health is developing a State water-quality management plan that includes establishing limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in Clear Creek was used to develop alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.
The Winston Thomas wastewater-treatment facility is the only point-source waste load affecting the modeled segment of Clear Creek. A new wastewater-treatment facility under construction at Dillman Road (river mile 23.78) will replace the Winston Thomas wastewater-treatment facility (river mile 16.96) in 1980.
Natural streamflow during the summer and annual 7-day, 10-year low flows are zero, so no benefit from dilution is provided.
The model indicates that ammonia-nitrogen toxicity is the most significant factor affecting the stream water quality during summer and winter low flows. The ammonia-nitrogen concentration of the wastewater effluent exceeds the maximum total ammonia-nitrogen concentrations of 2.5 milligrams per liter for summer months (June through August) and 4.0 milligrams per liter for winter months (November through March) required for Indiana streams.
Nitrification, benthic-oxygen demand, and algal respiration were the most significant factors affecting the dissolved-oxygen concentration in Clear Creek during the model calibration. Nitrification should not significantly affect the dissolved-oxygen concentration in Clear Creek during summer low flows when the ammonia-nitrogen toxicity standards are met.
Carbonaceous biochemical-oxygen demand is probably not a significant factor in the dissolved-oxygen dynamics of Clear Creek because most of the carbonaceous biochemical-oxygen demand was estimated to be removed through settling or some other process.
The 5-day biochemical-oxygen demand of the effluent from the new wastewater-treatment facility at Dillman Road will be limited to 5 milligrams per liter after the implementation of advanced-waste treatment in 1980.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791533","collaboration":"Prepared in cooperation with the Indiana State Board of Health","usgsCitation":"Wilber, W.G., Crawford, C.G., Peters, J.G., and Girardi, F.P., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Clear Creek, Monroe County, Indiana: U.S. Geological Survey Open-File Report 79-1533, vii, 63 p., https://doi.org/10.3133/ofr791533.","productDescription":"vii, 63 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":426006,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1533/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150459,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1533/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Monroe County","otherGeospatial":"Clear Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.6309,39.3481],[-86.6309,39.3413],[-86.5732,39.3395],[-86.4631,39.3391],[-86.3816,39.3399],[-86.3805,39.2679],[-86.38,39.2525],[-86.3723,39.252],[-86.3695,39.1246],[-86.3695,39.1115],[-86.3696,39.0848],[-86.3702,39.073],[-86.3702,39.0544],[-86.3702,39.0485],[-86.3181,39.0489],[-86.3182,39.0357],[-86.3177,38.9936],[-86.3508,38.9941],[-86.3692,38.9941],[-86.4443,38.9942],[-86.4609,38.9942],[-86.5728,38.9941],[-86.6853,38.994],[-86.6831,39.0811],[-86.6816,39.1667],[-86.683,39.2537],[-86.6844,39.3372],[-86.6653,39.3317],[-86.6636,39.334],[-86.6606,39.3335],[-86.6558,39.3313],[-86.6535,39.334],[-86.6559,39.3435],[-86.6553,39.3494],[-86.6511,39.3562],[-86.6476,39.3558],[-86.638,39.3481],[-86.6309,39.3481]]]},\"properties\":{\"name\":\"Monroe\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab8e6","contributors":{"authors":[{"text":"Wilber, William G. wgwilber@usgs.gov","contributorId":297,"corporation":false,"usgs":true,"family":"Wilber","given":"William","email":"wgwilber@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":176424,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":176425,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":176426,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Girardi, Frank P.","contributorId":86792,"corporation":false,"usgs":true,"family":"Girardi","given":"Frank","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":176427,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":17450,"text":"ofr791479 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for West Fork Blue River, Washington County, Indiana","interactions":[],"lastModifiedDate":"2024-06-26T19:20:36.705889","indexId":"ofr791479","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1479","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for West Fork Blue River, Washington County, Indiana","docAbstract":"The Indiana State Board of Health is developing a water-quality management plan that includes establishing limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in West Fork Blue River was used to predict alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.
Alternative waste loads that would permit instream dissolved-oxygen concentrations of at least 5.0 milligrams per liter for West Fork Blue River in Washington County, Ind., were determined. All point-source waste loads that potentially impact West Fork Blue River are in the town of Salem. The Salem municipal wastewater-treatment facility is the only facility in the modeled reach that has a National Pollution Discharge Elimination System permit to discharge organic waste.
In-stream dissolved-oxygen concentration averaged 96.5 percent of saturation at selected sites on West Fork Blue River during two 24-hour summer surveys. This high dissolved-oxygen concentration reflects small carbonaceous and nitrogenous waste loads, adequate dilution of waste by the stream, and natural reaeration. Nonpoint source waste loads accounted for an average of 53.2 percent of the total carbonaceous biochemical-oxygen demand and 90.2 percent of the nitrogenous biochemical-oxygen demand.
Waste-load assimilation was studied for both summer and annual 7-day, 10-year low flow. Natural streamflow for these conditions was zero, so no benefit from dilution was provided. The projected reaeration capacity of the stream was not sufficient to maintain at least 5 milligrams per liter dissolved oxygen in the stream with current waste-discharge restrictions. Consequently, during low flows, advanced waste treatment (nitrification-denitrification) or some other form of ammonia removal may be necessary to meet current Indiana stream water-quality standards for ammonia and dissolved oxygen. During winter low flow, ammonia toxicity, rather than dissolved-oxygen concentration, was the limiting water-quality criterion downstream from the Salem wastewater-treatment facility.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791479","collaboration":"Prepared in cooperation with the Indiana State Board of Health","usgsCitation":"Peters, J.G., Wilber, W.G., Crawford, C.G., and Girardi, F.P., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for West Fork Blue River, Washington County, Indiana: U.S. Geological Survey Open-File Report 79-1479, vi, 47 p., https://doi.org/10.3133/ofr791479.","productDescription":"vi, 47 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":150460,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1479/report-thumb.jpg"},{"id":430539,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1479/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Washington","otherGeospatial":"West Fork Blue River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.2752,38.7642],[-86.271,38.766],[-86.2633,38.7655],[-86.2627,38.7696],[-86.2562,38.7718],[-86.2545,38.7678],[-86.2492,38.7677],[-86.2427,38.7655],[-86.2368,38.7677],[-86.2356,38.7695],[-86.2255,38.7786],[-86.2214,38.7777],[-86.2208,38.7727],[-86.2185,38.7713],[-86.2149,38.7722],[-86.2149,38.7776],[-86.2131,38.7794],[-86.2084,38.7785],[-86.2054,38.7799],[-86.2037,38.7826],[-86.1978,38.7817],[-86.1972,38.7781],[-86.1948,38.7771],[-86.1883,38.7767],[-86.1872,38.778],[-86.1871,38.7817],[-86.1836,38.7826],[-86.1806,38.7812],[-86.1789,38.7762],[-86.1742,38.773],[-86.1677,38.7725],[-86.1647,38.7752],[-86.1553,38.7698],[-86.1429,38.7661],[-86.1353,38.7625],[-86.1252,38.7638],[-86.117,38.767],[-86.1069,38.7669],[-86.1034,38.7651],[-86.0993,38.7683],[-86.101,38.7737],[-86.0992,38.7791],[-86.0974,38.7818],[-86.0921,38.7836],[-86.0797,38.78],[-86.0727,38.7741],[-86.0685,38.7777],[-86.062,38.7786],[-86.0497,38.7704],[-86.0438,38.7622],[-86.0409,38.7613],[-86.032,38.7612],[-86.0267,38.7612],[-86.0225,38.7671],[-86.0202,38.7671],[-86.0155,38.7657],[-86.0179,38.7612],[-86.0167,38.758],[-86.0149,38.7566],[-86.0096,38.7566],[-86.0043,38.7611],[-86.0002,38.7602],[-85.9924,38.7674],[-85.9854,38.7651],[-85.9854,38.7579],[-85.9807,38.7592],[-85.9796,38.7533],[-85.9766,38.7524],[-85.9683,38.7551],[-85.9671,38.7601],[-85.9612,38.7641],[-85.9583,38.7614],[-85.95,38.7609],[-85.9524,38.7586],[-85.9506,38.7536],[-85.9465,38.7541],[-85.9453,38.7559],[-85.9459,38.7586],[-85.937,38.7626],[-85.9376,38.7577],[-85.9353,38.7549],[-85.927,38.7562],[-85.9288,38.7517],[-85.9194,38.7499],[-85.9194,38.7535],[-85.9164,38.7544],[-85.9105,38.753],[-85.9088,38.7507],[-85.9058,38.753],[-85.9034,38.7516],[-85.9005,38.7539],[-85.8964,38.7502],[-85.8988,38.7475],[-85.897,38.7439],[-85.9006,38.7434],[-85.9006,38.7421],[-85.8959,38.7384],[-85.8918,38.7361],[-85.8888,38.7343],[-85.8855,38.5761],[-85.849,38.5764],[-85.8479,38.5632],[-85.8474,38.5474],[-85.8669,38.547],[-85.8665,38.518],[-85.8848,38.5186],[-85.8849,38.5032],[-85.956,38.5026],[-85.9561,38.489],[-85.9938,38.4887],[-85.9948,38.4184],[-86.0324,38.4177],[-86.2544,38.4224],[-86.3091,38.4225],[-86.3084,38.6876],[-86.3106,38.733],[-86.3024,38.7357],[-86.2994,38.7343],[-86.2906,38.7356],[-86.2905,38.7447],[-86.2882,38.7474],[-86.2876,38.7533],[-86.2822,38.7601],[-86.2799,38.7628],[-86.2752,38.7642]]]},\"properties\":{\"name\":\"Washington\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b13db","contributors":{"authors":[{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":176429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilber, William G. wgwilber@usgs.gov","contributorId":297,"corporation":false,"usgs":true,"family":"Wilber","given":"William","email":"wgwilber@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":176431,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":176428,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Girardi, Frank P.","contributorId":86792,"corporation":false,"usgs":true,"family":"Girardi","given":"Frank","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":176430,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":8717,"text":"ofr791214 - 1979 - Selected bibliography on subsidence processes and related engineering problems in carbonate rocks","interactions":[],"lastModifiedDate":"2024-02-09T19:57:47.645992","indexId":"ofr791214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1214","title":"Selected bibliography on subsidence processes and related engineering problems in carbonate rocks","docAbstract":"The Solution Subsidence and Collapse project is a U.S. Geological Survey research activity funded by the Reactor Hazards Research program. The objective of the study is to determine the geologic and hydrologic controls and mechanisms of ground subsidence in soluble rock terranes caused by natural processes and man's activities. The results of the research will be used for the general geologic characterization of proposed and existing nuclear reactor sites in regions underlain by soluble rocks. In addition, the knowledge gained from the study will be applied to defining potential geologic hazards in soluble rock areas where ground subsidence or collapse can occur.
The Solution Subsidence and Collapse project is divided into two study units, one looking at subsidence in evaporitic terranes, the other in carbonate terranes. Each of the two geologic environments has its own unique set of conditions that lead to subsidence and, therefore, each warrants its own special study.
As part of the subsidence study a selected bibliography covering various topics on ground subsidence in carbonate karst terranes was compiled and is presented here. The entries in the bibliography are placed in five categories: (1) General; (2) Geology, Geomorphology, Hydrology; (3) Caves, Solution Channels; (4) Subsidence, Sinkholes; and (5) Engineering, Land Use, Detection. A separate bibliography on ground subsidence caused by dissolution and removal of salt and other soluble evaporites has been published as a companion reference to this report (Ege, 1979).
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The report also includes hydrographs of water levels of 10 observation wells, hydrographs of stream stage and streamflow of the Hillsborough River, and hydrographs of rainfall for two stations.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791262","collaboration":"Prepared in cooperation with the City of Tampa, Florida","usgsCitation":"Duerr, A.D., 1979, Hydrologic data for the Morris Bridge well-field area, Hillsborough County, Florida, 1971-78: U.S. Geological Survey Open-File Report 79-1262, iv, 76 p., https://doi.org/10.3133/ofr791262.","productDescription":"iv, 76 p.","costCenters":[],"links":[{"id":144109,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1262/report-thumb.jpg"},{"id":426523,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Hillsborough County","otherGeospatial":"Morris Bridge well-field area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.39842587448098,\n 28.543354383408044\n ],\n [\n -82.39842587448098,\n 28.108172947949498\n ],\n [\n -81.73654006426753,\n 28.108172947949498\n ],\n [\n -81.73654006426753,\n 28.543354383408044\n ],\n [\n -82.39842587448098,\n 28.543354383408044\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6082ec","contributors":{"authors":[{"text":"Duerr, A. Dan","contributorId":47835,"corporation":false,"usgs":true,"family":"Duerr","given":"A.","email":"","middleInitial":"Dan","affiliations":[],"preferred":false,"id":158077,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8543,"text":"ofr79917 - 1979 - Ground-water hydrology of Martha's Vineyard, Massachusetts","interactions":[{"subject":{"id":8543,"text":"ofr79917 - 1979 - Ground-water hydrology of Martha's Vineyard, Massachusetts","indexId":"ofr79917","publicationYear":"1979","noYear":false,"title":"Ground-water hydrology of Martha's Vineyard, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":68475,"text":"ha618 - 1980 - Ground-water hydrology of Martha's Vineyard, Massachusetts","indexId":"ha618","publicationYear":"1980","noYear":false,"title":"Ground-water hydrology of Martha's Vineyard, Massachusetts"},"id":1}],"supersededBy":{"id":68475,"text":"ha618 - 1980 - Ground-water hydrology of Martha's Vineyard, Massachusetts","indexId":"ha618","publicationYear":"1980","noYear":false,"title":"Ground-water hydrology of Martha's Vineyard, Massachusetts"},"lastModifiedDate":"2012-02-02T00:06:15","indexId":"ofr79917","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-917","title":"Ground-water hydrology of Martha's Vineyard, Massachusetts","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79917","usgsCitation":"Delaney, D.F., 1979, Ground-water hydrology of Martha's Vineyard, Massachusetts: U.S. Geological Survey Open-File Report 79-917, 44 p. :ill., graphs, maps (some col. some fold.) ;28 cm., https://doi.org/10.3133/ofr79917.","productDescription":"44 p. :ill., graphs, maps (some col. some fold.) ;28 cm.","costCenters":[],"links":[{"id":141698,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668ce8","contributors":{"authors":[{"text":"Delaney, David F.","contributorId":41797,"corporation":false,"usgs":false,"family":"Delaney","given":"David","email":"","middleInitial":"F.","affiliations":[{"id":27261,"text":"U.S. Army Construction Engineering Research Laboratory, Champaig","active":true,"usgs":false}],"preferred":false,"id":157910,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}