{"pageNumber":"569","pageRowStart":"14200","pageSize":"25","recordCount":16498,"records":[{"id":7605,"text":"ofr79924 - 1979 - Water-resources appraisal of the south-Arkansas lignite area","interactions":[],"lastModifiedDate":"2022-07-18T15:51:26.201051","indexId":"ofr79924","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":"79-924","title":"Water-resources appraisal of the south-Arkansas lignite area","docAbstract":"

The feasibility of developing lignite resources in south-central Arkansas is an important question at the present time (1978). Part of the concern is related to the possible impacts that mining and processing of lignite will have on water resources. Not only will the disturbance caused by excavating affect the quantity and quality of surface and ground water but, the mining, processing, and conversion processes will require the use and consumption of significant quantities of water.

In order to assess the magnitude of the effects of strip mining upon both surface and ground water, baseline conditions (hydrologic conditions in the area prior to mining) must be well defined. A thorough data file and literature search was made so that baseline conditions in the area could be defined. In addition, data-collection networks have been established for the collection of quantitative and qualitative information on streamflow and water levels in the aquifers. Data collected to date at these sites are included in the report. Collection of data at these sites will continue through at least September 1979.

Information presented in this report can be used to estimate the quantities of water available for use and the possible effects of mining and associated dewatering on water resources.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79924","collaboration":"Prepared in cooperation with the Arkansas Geological Commission","usgsCitation":"Terry, J.E., Bryant, C.T., Ludwig, A.H., and Reed, J., 1979, Water-resources appraisal of the south-Arkansas lignite area: U.S. Geological Survey Open-File Report 79-924, Report: xi, 162 p.; 1 Plate: 21.68 x 20.18 inches, https://doi.org/10.3133/ofr79924.","productDescription":"Report: xi, 162 p.; 1 Plate: 21.68 x 20.18 inches","costCenters":[],"links":[{"id":403910,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0924/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":403909,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0924/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140211,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0924/report-thumb.jpg"}],"country":"United 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E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":156293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bryant, C. T.","contributorId":7263,"corporation":false,"usgs":true,"family":"Bryant","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":156290,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ludwig, A. H.","contributorId":63007,"corporation":false,"usgs":true,"family":"Ludwig","given":"A.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":156292,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Reed, J.E.","contributorId":41801,"corporation":false,"usgs":true,"family":"Reed","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":156291,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"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":20941,"text":"ofr79216 - 1979 - Hydrologic data for urban studies in the Fort Worth, Texas, metropolitan area, 1977","interactions":[],"lastModifiedDate":"2023-11-23T00:01:13.83047","indexId":"ofr79216","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":"79-216","title":"Hydrologic data for urban studies in the Fort Worth, Texas, metropolitan area, 1977","docAbstract":"

Hydrologic investigations of urban areas in Texas were begun by the U.S. Geological Survey in 1954. These investigations are now in progress in several major metropolitan areas including Austin, Dallas, Dallas County, Fort Worth, Houston, and San Antonio.

In October 1968, the Geological Survey, in cooperation with the city of Fort Worth, began a program of hydrologic investigations on several small streams in Fort Worth. The investigations are designed to evaluate factors affecting floods on small streams in the metropolitan area. Studies of additional streams were added to the program in October 1969. In October 1976, a reduction in the scope of data collection was made, and the U.S. Army Corps of Engineers, Fort Worth District, assumed financing of the data collection.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79216","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers, Fort Worth District; and the city of Fort Worth","usgsCitation":"Slade, R., Taylor, J., and Haynes, D., 1979, Hydrologic data for urban studies in the Fort Worth, Texas, metropolitan area, 1977: U.S. Geological Survey Open-File Report 79-216, 39 p., https://doi.org/10.3133/ofr79216.","productDescription":"39 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":422865,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0216/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153959,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0216/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Fort Worth","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -97.64246997433025,\n 32.86406900120589\n ],\n [\n -97.64246997433025,\n 32.6469442948418\n ],\n [\n -97.13160571651792,\n 32.6469442948418\n ],\n [\n -97.13160571651792,\n 32.86406900120589\n ],\n [\n -97.64246997433025,\n 32.86406900120589\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607cdb","contributors":{"authors":[{"text":"Slade, R.M. Jr.","contributorId":40595,"corporation":false,"usgs":true,"family":"Slade","given":"R.M.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":183548,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Taylor, J.M.","contributorId":42587,"corporation":false,"usgs":true,"family":"Taylor","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":183547,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Haynes, D.L.","contributorId":92696,"corporation":false,"usgs":true,"family":"Haynes","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":183549,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"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.

\n

Surface-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":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 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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":8450,"text":"ofr791074 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for South Fork Wildcat Creek, Clinton County, Indiana","interactions":[],"lastModifiedDate":"2023-11-20T22:53:03.682315","indexId":"ofr791074","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":"79-1074","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for South Fork Wildcat Creek, Clinton 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 South Fork Wildcat Creek 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.

Natural streamflow during the 7-day, 10-year low flow is zero, so no benefit from dilution is provided. The Indiana State Board of Health's projected ammonia-nitrogen concentration for the Frankfort wastewater-treatment facility will violate the in-stream total ammonia-nitrogen standards of 2.5 milligrams per liter and 4.0 milligrams per liter during summer and winter low flows, respectively.

The model indicates that nitrification and algal respiration were significant factors affecting the dissolved-oxygen dynamics of South Fork Wildcat Creek during two water-quality surveys.

Stream water quality during the two water-quality surveys was degraded by the discharge of wastewater receiving only primary treatment. Benthic deposits resulting from this wastewater discharge seem to exert a considerable oxygen demand. The discharge of partially treated wastewater should be eliminated when a new wastewater-treatment facility becomes operational in mid-1979. Therefore, benthic-oxygen demand due to benthic deposits should become negligible at that time.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791074","collaboration":"Prepared in cooperation with Indiana State Board of Health","usgsCitation":"Crawford, C.G., Wilber, W.G., and Peters, J.G., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for South Fork Wildcat Creek, Clinton County, Indiana: U.S. Geological Survey Open-File Report 79-1074, vii, 66 p., https://doi.org/10.3133/ofr791074.","productDescription":"vii, 66 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":140526,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1074/report-thumb.jpg"},{"id":422753,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Clinton County","otherGeospatial":"South Fork Wildcat Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -86.6667,\n 40.45\n ],\n [\n -86.2417,\n 40.45\n ],\n [\n -86.2417,\n 40.1583\n ],\n [\n -86.6667,\n 40.1583\n ],\n [\n -86.6667,\n 40.45\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab96a","contributors":{"authors":[{"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":157738,"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":157737,"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":157739,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"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":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}]}} ,{"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":19344,"text":"ofr79402 - 1979 - Water-resources investigations of the U.S. Geological Survey in Colorado; fiscal year 1979","interactions":[],"lastModifiedDate":"2017-09-29T08:34:41","indexId":"ofr79402","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":"79-402","title":"Water-resources investigations of the U.S. Geological Survey in Colorado; fiscal year 1979","docAbstract":"

Water-resources investigations of the U.S. Geological Survey in Colorado consist of collecting water-resources data and conducting interpretive hydrologic investigations. The water-resources data and the results of the investigations are published or released by either the U.S. Geological Survey or by cooperating agen-cies. This report describes the water-resources investigations in Colorado for the 1979 fiscal year (October 1, 1978, to September 30, 1979).

The U.S. Geological Survey's investigations of the water resources of Colo-rado are under the direction of James F. Blakey, District Chief. The Colorado District office is located in Building 53, Denver Federal Center, Lakewood, Colo. (fig. 1). The Colorado District has four subdistrict offices located in Grand Junction, Lakewood, Meeker, and Pueblo (fig. 1).

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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685ff5","contributors":{"compilers":[{"text":"Hillier, Donald E.","contributorId":105282,"corporation":false,"usgs":true,"family":"Hillier","given":"Donald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":711164,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":11521,"text":"ofr79419 - 1979 - Technique for estimating depth of 100-year floods in New Jersey","interactions":[],"lastModifiedDate":"2019-08-29T12:57:43","indexId":"ofr79419","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":"79-419","title":"Technique for estimating depth of 100-year floods in New Jersey","docAbstract":"Techniques are developed for use in estimating 100-year flood depths on New Jersey streams. Equations and graphs are presented relating the 100-year flood depth above the mean annual flood to drainage area and area of lakes and swamps. Separate relations for the Coastal Plain and non-Coastal Plain streams in the four hydrologic areas in New Jersey are shown. A method of mapping flood-prone areas on U.S. Geological Survey 7.5-minute topographic quadrangles is detailed. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr79419","usgsCitation":"Velnich, A., and Laskowski, S.L., 1979, Technique for estimating depth of 100-year floods in New Jersey: U.S. Geological Survey Open-File Report 79-419, iv, 17 p., https://doi.org/10.3133/ofr79419.","productDescription":"iv, 17 p.","costCenters":[],"links":[{"id":367095,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0419/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146075,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0419/report-thumb.jpg"}],"country":"United States","state":"New Jersey","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.2947998046875,\n 38.90813299596705\n ],\n [\n -73.9654541015625,\n 38.90813299596705\n ],\n [\n -73.9654541015625,\n 41.3850519497068\n ],\n [\n -75.2947998046875,\n 41.3850519497068\n ],\n [\n -75.2947998046875,\n 38.90813299596705\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6866e4","contributors":{"authors":[{"text":"Velnich, A. J.","contributorId":25149,"corporation":false,"usgs":true,"family":"Velnich","given":"A. J.","affiliations":[],"preferred":false,"id":163292,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laskowski, Stanley L.","contributorId":85827,"corporation":false,"usgs":true,"family":"Laskowski","given":"Stanley","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":163293,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"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":6187,"text":"pp1087 - 1979 - Maine coastal storm and flood of February 2, 1976","interactions":[],"lastModifiedDate":"2012-02-02T00:06:01","indexId":"pp1087","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1087","title":"Maine coastal storm and flood of February 2, 1976","docAbstract":"A business section of Bangor, Maine, was flooded with 12 feet (3.7 m) of water on February 2, 1976. The water surface elevation reached 17.46 feet (5.32 m) above national geodetic vertical datum of 1929 (NGVD), approximately 10.5 feet (3.2 m) above the predicted astronomical tide at Bangor. The unusually high water resulted from a tidal storm surge caused by prolonged strong, south-southeasterly winds which occurred near the time of astronomical high tide. Winds exceeded 64 knots off the New England coast. The resulting flood was the third highest since 1846 and is the first documented tidal flood at Bangor. This report documents the meteorological and hydrologic conditions associated with the flooding and also contains a brief description of storm damage from Eastport to Brunswick, Maine. Included are flood elevations in the city of Bangor and along the coast of Maine east of the Kennebec River. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp1087","usgsCitation":"Morrill, R.A., Chin, E.H., and Richardson, W., 1979, Maine coastal storm and flood of February 2, 1976: U.S. Geological Survey Professional Paper 1087, 20 p., https://doi.org/10.3133/pp1087.","productDescription":"20 p.","costCenters":[],"links":[{"id":104548,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4716.htm","linkFileType":{"id":5,"text":"html"},"description":"4716"},{"id":117292,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1087/report-thumb.jpg"},{"id":33319,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1087/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33320,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1087/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33321,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1087/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6496b0","contributors":{"authors":[{"text":"Morrill, Richard Arthur","contributorId":73200,"corporation":false,"usgs":true,"family":"Morrill","given":"Richard","email":"","middleInitial":"Arthur","affiliations":[],"preferred":false,"id":152256,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chin, Edwin H.","contributorId":87921,"corporation":false,"usgs":true,"family":"Chin","given":"Edwin","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":152257,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Richardson, W.S.","contributorId":50150,"corporation":false,"usgs":true,"family":"Richardson","given":"W.S.","email":"","affiliations":[],"preferred":false,"id":152255,"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":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":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":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":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":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":8109,"text":"ofr79748 - 1979 - An appraisal of pumping effects on the Edgeley Aquifer, La Moure County, North Dakota, as determined by a digital model","interactions":[],"lastModifiedDate":"2018-02-14T16:20:55","indexId":"ofr79748","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":"79-748","title":"An appraisal of pumping effects on the Edgeley Aquifer, La Moure County, North Dakota, as determined by a digital model","docAbstract":"

A finite-difference digital model simulated hydrologic conditions in the Edgeley aquifer, which is an unconfined glacial-drift aquifer. The calibrated model supported the hypothesis that under natural steady-state conditions, recharge is from precipitation and discharge is through evapotranspiration. This hypothesis was further supported by comparing simulated water levels to observed water levels collected during a 3-year period of irrigation withdrawal.

\n

Predictions of the effects of continued withdrawal of currently allocated water were made. One prediction using recharge equal to 25 percent of the average annual precipitati on showed that an equilibrium between pumping and recharge would be established within 10 years and water levels would be 2 to 4 feet below 1977 levels . A second prediction included a 2-year drought of one -half the average recharge from precipitation. This prediction also showed equilibrium within 10 years, but water level s would be 3 to 5 feet below 1977 levels . Predictions using additional withdrawals based on allocation requests were inde terminate.

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The report describes water-resources investigations of the U.S. Geological Survey in Montana, October 1978 through September 1979. Programs consist of (1) collecting hydrologic data on a continuing basis, (2) conducting water-resources appraisals of surface and ground water, (3) conducting supportive research in hydrology and related fields, (4) disseminating water data and results of investigations to the public, (5) coordinating acquisition of water data by Federal agencies, and (6) providing technical assistance in hydrologic fields to other government agencies. 

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A ground water quality monitoring network is proposed for Idaho. The network comprises 565 sites, 8 of which will require construction of new wells. Frequencies of sampling at the different sites are assigned at quarterly, semiannual, annual, and 5 years. Selected characteristics of the water will be monitored by both laboratory- and field-analysis methods. The network is designed to: (1) Enable water managers to keep abreast of the general quality of the State 's ground water, and (2) serve as a warning system for undesirable changes in ground-water quality. Data were compiled for hydrogeologic conditions, ground-water quality, cultural elements, and pollution sources. A ' hydrologic unit priority index ' is used to rank 84 hydrologic units (river basins or segments of river basins) of the State for monitoring according to pollution potential. Emphasis for selection of monitoring sites is placed on the 15 highest ranked units. The potential for pollution is greatest in areas of privately owned agricultural land. Other areas of pollution potential are residential development, mining and related processes, and hazardous waste disposal. Data are given for laboratory and field analyses, number of site visits, manpower, subsistence, and mileage, from which costs for implementing the network can be estimated. Suggestions are made for data storage and retrieval and for reporting changes in water quality. 

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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c16","contributors":{"authors":[{"text":"Whitehead, R.L.","contributorId":34891,"corporation":false,"usgs":true,"family":"Whitehead","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":163495,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":163496,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11661,"text":"ofr791072 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for East Fork White River, Bartholomew County, Indiana","interactions":[],"lastModifiedDate":"2023-03-15T01:20:57.470006","indexId":"ofr791072","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":"79-1072","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for East Fork White River, Bartholomew County, Indiana","docAbstract":"

The Indiana State Board of Health is developing a State water-quality management plan that includes the establishing of limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in East Fork White 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 model indicates that benthic-oxygen demand and the headwater concentrations of carbonaceous biochemical-oxygen demand, nitrogenous biochemical-oxygen demand, and dissolved oxygen are the most significant factors affecting the dissolved-oxygen concentration of East Fork White River downstream from the Columbus wastewater-treatment facility. The effect of effluent from the facility on the water quality of East Fork White River was minimal.

The model also indicates that, with a benthic-oxygen demand of approximately 0.65 gram per square meter per day, the stream has no additional waste-load assimilative capacity during summer low flows. Regardless of the quality of the Columbus wastewater effluent, the minimum 24-hour average dissolved-oxygen concentration of at least 5 milligrams per liter, the State's water-quality standard for streams, would not be met.

Ammonia toxicity is not a limiting water-quality criterion during summer and winter low flows.

During winter low flows, the current carbonaceous biochemical-oxygen demand limits for the Columbus wastewater-treatment facility will not cause violations of the in-stream dissolved-oxygen standard.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791072","collaboration":"Prepared in cooperation with the Indiana State Board of Health","usgsCitation":"Wilber, W.G., Peters, J.G., and Crawford, C.G., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for East Fork White River, Bartholomew County, Indiana: U.S. Geological Survey Open-File Report 79-1072, vii, 64 p., https://doi.org/10.3133/ofr791072.","productDescription":"vii, 64 p.","costCenters":[],"links":[{"id":414192,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1072/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143821,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1072/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Bartholomew County","otherGeospatial":"East Fork White River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.6849,39.3505],[-85.6851,39.3387],[-85.6852,39.3274],[-85.6859,39.3197],[-85.6865,39.2621],[-85.6873,39.2476],[-85.6878,39.2009],[-85.6881,39.1746],[-85.688,39.1307],[-85.7989,39.1291],[-85.7988,39.0856],[-85.7983,39.0683],[-85.8048,39.0706],[-85.8173,39.0698],[-85.8238,39.0685],[-85.8286,39.064],[-85.8351,39.0626],[-85.8422,39.0627],[-85.8434,39.0609],[-85.8482,39.0591],[-85.8488,39.0555],[-85.853,39.0546],[-85.8577,39.051],[-85.8625,39.0487],[-85.8631,39.0474],[-85.859,39.0433],[-85.8608,39.041],[-86.08,39.0361],[-86.0805,39.0501],[-86.0809,39.0809],[-86.0831,39.2201],[-86.0836,39.2423],[-86.0854,39.3452],[-86.0247,39.3464],[-85.9902,39.3467],[-85.9812,39.3466],[-85.9521,39.347],[-85.914,39.3472],[-85.7998,39.3507],[-85.6849,39.3505]]]},\"properties\":{\"name\":\"Bartholomew\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1de4b07f02db6a9d5e","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":163530,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":163532,"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":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":163531,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":11662,"text":"ofr791253 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Silver Creek, Clark and Floyd counties, Indiana","interactions":[],"lastModifiedDate":"2024-06-07T18:02:01.861001","indexId":"ofr791253","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":"79-1253","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Silver Creek, Clark and Floyd counties, 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 Silver 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. Effluents from the Sellersburg and Clarksville-North wastewater-treatment facilities are the only point-source waste loads that significantly affect the water quality in the modeled segment of Silver Creek.

Model simulations indicate that nitrification is the most significant factor affecting the dissolved-oxygen concentration in Silver Creek during summer and winter low flows.

Natural streamflow in Silver Creek during the summer and annual 7-day, 10-year low flow is zero, so no benefit from dilution is provided. Present ammonia-nitrogen and dissolved-oxygen concentrations of effluent from the Sellersburg and Clarksville-North wastewater-treatment facilities will not meet current Indiana water-quality standards for ammonia toxicity and dissolved oxygen during summer and winter low flows.

The current biochemical-oxygen-demand limits for the Sellersburg and Clarksville-North wastewater-treatment facilities are not sufficient to maintain an average dissolved-oxygen concentration of at least 5 milligrams per liter, the State's water-quality standard for streams.

Calculations of the stream's assimilative capacity indicate that Silver Creek cannot assimilate additional waste loadings and meet current Indiana water-quality standards.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791253","collaboration":"Prepared in cooperation with the 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 Silver Creek, Clark and Floyd counties, Indiana: U.S. Geological Survey Open-File Report 79-1253, vii, 66 p., https://doi.org/10.3133/ofr791253.","productDescription":"vii, 66 p.","costCenters":[],"links":[{"id":429660,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1253/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143822,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1253/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Clark County, Floyd County","otherGeospatial":"Silver Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -86.26440902882864,\n 38.65255263357005\n ],\n [\n -86.26440902882864,\n 38.328980087917955\n ],\n [\n -85.43082305955801,\n 38.328980087917955\n ],\n [\n -85.43082305955801,\n 38.65255263357005\n ],\n [\n -86.26440902882864,\n 38.65255263357005\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab964","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":163533,"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":163534,"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":163535,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":7887,"text":"ofr791480 - 1979 - A plan to study the aquifer system of the Central Valley of California","interactions":[],"lastModifiedDate":"2019-08-29T10:41:07","indexId":"ofr791480","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":"79-1480","title":"A plan to study the aquifer system of the Central Valley of California","docAbstract":"Unconsolidated Quaternary alluvial deposits comprise a large complex aquifer system in the Central Valley of California. Millions of acre-feet of water is pumped from the system annually to support a large and expanding agribusiness industry. Since the 1950's, water levels have been steadily declining in many areas of the valley and concern has been expressed about the ability of the entire ground-water system to support agribusiness at current levels, not to mention its ability to function at projected expansion levels. At current levels of ground-water use, an estimated 1.5 to 2 million acre-feet is withdrawn from storage each year; that is, 1.5 to 2 million acre-feet of water is pumped annually in excess of annual replenishment. The U.S. Geological Survey has initiated a 4-year study to develop geologic, hydrologic, and hydraulic information and to establish a valleywide ground-water data base that will be used to build computer models of the ground-water flow system. Subsequently, these models may be used to evaluate the system response to various ground-water management alternatives. This report describes current problems, objectives of the study, and outlines the general work to be accomplished in the study area. A bibliography of about 600 references is included. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr791480","usgsCitation":"Bertoldi, G.L., 1979, A plan to study the aquifer system of the Central Valley of California: U.S. Geological Survey Open-File Report 79-1480, iii, 48 p. , https://doi.org/10.3133/ofr791480.","productDescription":"iii, 48 p. ","costCenters":[],"links":[{"id":140023,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1480/report-thumb.jpg"},{"id":367081,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1480/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Central Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab746","contributors":{"authors":[{"text":"Bertoldi, Gilbert L.","contributorId":60208,"corporation":false,"usgs":true,"family":"Bertoldi","given":"Gilbert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":156788,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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":2129,"text":"wsp2057 - 1979 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","interactions":[{"subject":{"id":10049,"text":"ofr7818 - 1977 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah","indexId":"ofr7818","publicationYear":"1977","noYear":false,"title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":2129,"text":"wsp2057 - 1979 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","indexId":"wsp2057","publicationYear":"1979","noYear":false,"title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah"},"id":1}],"lastModifiedDate":"2017-09-03T10:07:56","indexId":"wsp2057","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2057","title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","docAbstract":"

The Bonneville Salt Flats and Pilot Valley are in the western part of the Great Salt Lake Desert in northwest Utah. The areas are separate, though similar, hydrologic basins, and both contain a salt crust. The Bonneville salt crust covered about 40 square miles in the fall of 1976, and the salt crust in Pilot Valley covered 7 square miles. Both areas lack any noticeable surface relief (in 1976, 1.3 feet on the Bonneville salt crust and 0.3 foot on the Pilot Valley salt crust).

The salt crust on the Salt Flats has been used for many years for automobile racing, and brines from shallow lacustrine deposits have been used for the production of potash. In recent years, there has been an apparent conflict between these two major uses of the area as the salt crust has diminished in both thickness and extent. Much of the Bonneville Racetrack has become rougher, and there has also been an increase in the amount of sediment on the south end of the racetrack. The Pilot Valley salt crust and surrounding playa have been largely unused.

Evaporite minerals on the Salt Flats and the Pilot Valley playa are concentrated in three zones: (1) a carbonate zone composed mainly of authigenic clay-size carbonate minerals, (2) a sulfate zone composed mainly of authigenic gypsum, and (3) a chloride zone composed of crystalline halite (the salt crust). Five major types of salt crust were recognized on the Salt Flats, but only one type was observed in Pilot Valley. Geomorphic differences in the salt crust are caused by differences in their hydrologic environments. The salt crusts are dynamic features that are subject to change because of climatic factors and man's activities.

Ground water occurs in three distinct aquifers in much of the western Great Salt Lake Desert: (1) the basin-fill aquifer, which yields water from conglomerate in the lower part of the basin fill, (2) the alluvial-fan aquifer, which yields water from sand and gravel along the western margins of both playas, and (3) the shallow-brine aquifer, which yields water from near-surface carbonate muds and crystalline halite and gypsum. The shallow-brine aquifer is the main source of brine used for the production of potash on the Salt Flats.

Recharge to that part of the shallow-brine aquifer north of Interstate Highway 80 on the Salt Flats is mainly by infiltration of precipitation and wind-driven floods of surface brine. Discharge was mainly by evaporation at the playa surface and withdrawals from brine-collection ditches. Some water was transpired by phreatophytes, and some leaked into the alluvial fan along the western edge of the playa.

Salt-scraping studies indicate that the amount of halite on the Salt Flats is directly related to the amount of recharge through the surface (which causes re-solution of halite) and the amount of evaporation at the surface (which causes crystallization of halite). Evaporation rates through sediment-covered salt crust and the gypsum surface were estimated at between 3x10-4 and 4x10-3 inches per day during the summer and fall of 1976. Evaporation rates through the surface of thick perennial salt crust were much higher.

The concentration of dissolved solids in brine in the shallow-brine aquifer varies, but it generally increases from the edges of the playas toward areas of salt crust. Dissolved-solids concentration in the shallow brine ranges from less than 100,000 to more than 300,000 milligrams per liter on both playas. The increase in salinity toward areas of salt crust reflects the natural direction of brine movement through the aquifer toward the natural discharge area.

On the Salt Flats, the percentages of dissolved potassium chloride and magnesium chloride in the shallow-brine aquifer generally increase from the edge of the playa to- ward the salt crust. The relative enrichment in potassium and magnesium reflects the many years of subsurface drainage toward the main discharge area (the salt crust) prior to man's withdrawal of brine. By artificially extracting brines from the carbonate muds, the percentages of potassium and magnesium have decreased while brine salinity has been maintained by re-solution of the salt crust.

The configuration of the density-corrected potentiometric surface in the fall of 1976 indicates that brine in the shallow-brine aquifer under the Bonneville Racetrack was draining toward brine-collection ditches or a well field to the west. Ground-water divides have no effect on the movement of dissolved salt across the surface in wind-driven floods, and salt in surface brine was carried from the racetrack into the area of influence of the ditches by such surface movement. During 1976 on the Salt Flats, some brine was moving through the shallow-brine aquifer across lease and property boundaries.

An evaluation of suggested remedial measures indicates that none will completely eliminate the conflict between uses or transform the Bonneville Salt Flats to its original state prior to man's activities in the area.

","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2057","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Lines, G.C., 1979, Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah: U.S. Geological Survey Water Supply Paper 2057, vii, 107 p., https://doi.org/10.3133/wsp2057.","productDescription":"vii, 107 p.","numberOfPages":"117","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":138280,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2057/report-thumb.jpg"},{"id":27729,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2057/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Bonneville Salt Flats, Pilot Valley Playa","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e898","contributors":{"authors":[{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144712,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}