The preliminary geomagnetic data included here is made available to scientific personnel and organizations, as part of a cooperative effort and on a data exchange basis because of the early need by some users. To avoid delay, all of the data is copied from original forms processed at the observatory; therefore it should be regarded as preliminary.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76300K","usgsCitation":"Townshend, J., Papp, J., Moorman, M., Deadmon, C., and Tilton, S., 1976, Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: November 1976: U.S. Geological Survey Open-File Report 76-300, 23 p., https://doi.org/10.3133/ofr76300K.","productDescription":"23 p.","costCenters":[],"links":[{"id":427584,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0300-k/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":177175,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0300-k/report-thumb.jpg"}],"country":"United States","state":"Alaska","city":"Fairbanks","otherGeospatial":"College Observatory","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -148.0653003052681,\n 64.95550985834566\n ],\n [\n -148.0653003052681,\n 64.8015944335609\n ],\n [\n -147.35118897714307,\n 64.8015944335609\n ],\n [\n -147.35118897714307,\n 64.95550985834566\n ],\n [\n -148.0653003052681,\n 64.95550985834566\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db67367e","contributors":{"authors":[{"text":"Townshend, J.B.","contributorId":30623,"corporation":false,"usgs":true,"family":"Townshend","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":242684,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Papp, J.E.","contributorId":95057,"corporation":false,"usgs":true,"family":"Papp","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":242685,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moorman, M.J.","contributorId":12084,"corporation":false,"usgs":true,"family":"Moorman","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":242681,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Deadmon, C.E.","contributorId":17672,"corporation":false,"usgs":true,"family":"Deadmon","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":242683,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Tilton, S.P.","contributorId":15670,"corporation":false,"usgs":true,"family":"Tilton","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":242682,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":50962,"text":"ofr76300L - 1976 - Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: December 1976","interactions":[],"lastModifiedDate":"2024-04-08T22:24:09.042257","indexId":"ofr76300L","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-300","chapter":"L","title":"Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: December 1976","docAbstract":"The preliminary geomagnetic data included here is made available to scientific personnel and organizations, as part of a cooperative effort and on a data exchange basis because of the early need by some users. To avoid delay, all of the data is copied from original forms processed at the observatory; therefore it should be regarded as preliminary.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76300L","usgsCitation":"Townshend, J., Papp, J., Moorman, M., Deadmon, C., and Tilton, S., 1976, Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: December 1976: U.S. Geological Survey Open-File Report 76-300, 25 p., https://doi.org/10.3133/ofr76300L.","productDescription":"25 p.","costCenters":[],"links":[{"id":427588,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0300-l/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":177176,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0300-l/report-thumb.jpg"}],"country":"United States","state":"Alaska","city":"Fairbanks","otherGeospatial":"College Observatory","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -148.0653003052681,\n 64.95550985834566\n ],\n [\n -148.0653003052681,\n 64.8015944335609\n ],\n [\n -147.35118897714307,\n 64.8015944335609\n ],\n [\n -147.35118897714307,\n 64.95550985834566\n ],\n [\n -148.0653003052681,\n 64.95550985834566\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db67373e","contributors":{"authors":[{"text":"Townshend, J.B.","contributorId":30623,"corporation":false,"usgs":true,"family":"Townshend","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":242689,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Papp, J.E.","contributorId":95057,"corporation":false,"usgs":true,"family":"Papp","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":242690,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moorman, M.J.","contributorId":12084,"corporation":false,"usgs":true,"family":"Moorman","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":242686,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Deadmon, C.E.","contributorId":17672,"corporation":false,"usgs":true,"family":"Deadmon","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":242688,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Tilton, S.P.","contributorId":15670,"corporation":false,"usgs":true,"family":"Tilton","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":242687,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":53606,"text":"wri7611 - 1976 - Lakes Marion-Moultrie stream system investigation, South Carolina : Part II-Simulation Studies","interactions":[],"lastModifiedDate":"2017-01-20T11:35:07","indexId":"wri7611","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-11","title":"Lakes Marion-Moultrie stream system investigation, South Carolina : Part II-Simulation Studies","docAbstract":"A stream-reservoir model was developed to simulate the operation of the Lakes Marion-Moultrie, South Carolina, reservoir system. The reservoir system is operated under the assumption of a 3-day prior knowledge of inflows. This information is attainable from the ooperational reservoir-inflow forecasting model developed in the Part I report. The model, developed for this part of the study, incorporates an inflow component, a diversion-canal component, and a reservoir system component and is capable of evaluating the performance of the reservoir systemem for a variety of operating rule conditions. All model components were verified using observed reservoir input and output data for a 6-year (1967-72 water years) period. In addition, a long-term 31-year simulation under present rule of operation was performed and the results summarized statistically. The model may be used for simulating other rule curves of operation for planning studies of reservoir system performance. (See also W75-05646) (Woodard-USGS)","language":"ENGLISH","doi":"10.3133/wri7611","usgsCitation":"Jeffcoat, H., Jennings, M., Collins, D., and Shearman, J., 1976, Lakes Marion-Moultrie stream system investigation, South Carolina : Part II-Simulation Studies: U.S. Geological Survey Water-Resources Investigations Report 76-11, 26 p.; 7 figs., 5 tables, 2 ref., https://doi.org/10.3133/wri7611.","productDescription":"26 p.; 7 figs., 5 tables, 2 ref.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":175165,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"South Carolina","otherGeospatial":"Lakes Marion-Moultrie stream system","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4274","contributors":{"authors":[{"text":"Jeffcoat, H.H.","contributorId":59471,"corporation":false,"usgs":true,"family":"Jeffcoat","given":"H.H.","affiliations":[],"preferred":false,"id":247898,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jennings, M.E.","contributorId":76775,"corporation":false,"usgs":true,"family":"Jennings","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":247899,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Collins, D.L.","contributorId":87936,"corporation":false,"usgs":true,"family":"Collins","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":247900,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Shearman, J.O.","contributorId":33373,"corporation":false,"usgs":true,"family":"Shearman","given":"J.O.","email":"","affiliations":[],"preferred":false,"id":247897,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":49296,"text":"ofr76178 - 1976 - Availability of hydrologic data for Prince Georges County, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:11:18","indexId":"ofr76178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-178","title":"Availability of hydrologic data for Prince Georges County, Maryland","language":"ENGLISH","doi":"10.3133/ofr76178","usgsCitation":"Herb, W., 1976, Availability of hydrologic data for Prince Georges County, Maryland: U.S. Geological Survey Open-File Report 76-178, 7 p., illus., https://doi.org/10.3133/ofr76178.","productDescription":"7 p., illus.","costCenters":[],"links":[{"id":175405,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d761","contributors":{"authors":[{"text":"Herb, W.J.","contributorId":16847,"corporation":false,"usgs":true,"family":"Herb","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":239455,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27696,"text":"wri7554 - 1976 - Measurement and prediction of sediment yields in Wisconsin streams","interactions":[],"lastModifiedDate":"2015-10-21T12:12:03","indexId":"wri7554","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-54","title":"Measurement and prediction of sediment yields in Wisconsin streams","docAbstract":"Sediment data of some form have been collected by the U.S. Geological Survey at 118 stream-gaging sites throughout Wisconsin, beginning in 1935. The average concentration of suspended sediment for Wisconsin streams is low in comparison with that of many streams in the United States—110 milligrams per litre for Wisconsin, as compared with 600 milligrams per litre for 50 percent of the United States (Rainwater, 1962). Enough data have been collected at 84 of the 118 sites to calculate an average annual suspended-sediment yield at those sites.
\nMeasured average annual yields range from about 680 tons per square mile (238 tonnes per square kilometre) in the \"Driftless Area\" to 3.1 tons per square mile (1.1 tonnes per square kilometre) in the Northern Highland province. The average suspended-sediment yield for Wisconsin is about 80 tons per square mile per year (28 tonnes per square kilometre per year). Only three areas in the State may be considered to have a sediment problem. They are sections of the \"Driftless Area\" of southwestern Wisconsin, the Lake Superior red-clay area, and areas of expanding urbanization in southeastern Wisconsin.
\nSediment-yield prediction equations have been developed for the Northern Highland province, the Central Plain province, the Eastern Ridges and Lowlands province, and the \"Driftless Area\" (Martin, 1932 and Thwaites, 1956). These four equations make it possible to predict average annual suspendedsediment yields at any point on about 95 percent of the streams in the State. The prediction technique involves regression equations that relate average annual suspended-sediment yields to factors, such as topography, soils, land use and cover, stream hydraulics, and climatic conditions. The standard error of estimate for these equations, which only represents the accuracy of an estimated sediment yield at an ungaged site, ranges from 28 to 38 percent.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7554","collaboration":"Prepared n cooperation wit the City of Madison, City of Middleton, Douglas County, University of Wisconsin-Extension, Geological and Natural History Survey, U.S. Army Corps of Engineers, Wisconsin Department of Natural Resources","usgsCitation":"Hindall, S.M., 1976, Measurement and prediction of sediment yields in Wisconsin streams: U.S. Geological Survey Water-Resources Investigations Report 75-54, iv, 27 p., https://doi.org/10.3133/wri7554.","productDescription":"iv, 27 p.","numberOfPages":"36","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610fc3","contributors":{"authors":[{"text":"Hindall, S. M.","contributorId":59414,"corporation":false,"usgs":true,"family":"Hindall","given":"S.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198553,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27728,"text":"wri76106 - 1976 - Mapping and measuring land-cover characteristics of New River Basin, Tennessee, using Landsat digital tapes","interactions":[],"lastModifiedDate":"2018-08-08T13:56:03","indexId":"wri76106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-106","title":"Mapping and measuring land-cover characteristics of New River Basin, Tennessee, using Landsat digital tapes","docAbstract":"Land-cover information is needed to select subbasins within the New River basin, Tennessee, for the study of hydrologic processes and also is needed to transfer study results to other sites affected by coal mining. It was believed that data recorded by the first Earth Resources Technology Satellite (Landsat-1) could be processed to yield the needed land-cover information. This study demonstrates that digital computer processing of the spectral information contained in each picture element (pixel) of 1.1 acres (4,500 m2) can produce maps and tables of the areal extent of selected land-cover categories.
The distribution of water, rock, agricultural areas, evergreens, bare earth, hardwoods, and uncategorized areas, is portrayed on a map of the entire New River basin (1:62,500 scale) and on 15 quadrangles (1:24,000 scale). Although some categories are a mixture of land-cover types, they portray the predominant component named. Tables quantify the area of each category and indicate that agriculture covers 5 percent of the basin, evergreens cover 7 percent, bare earth covers 6 percent, three categories of hardwoods cover 81 percent, and water, rock, and uncategorized areas each cover less than 1 percent of the basin.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76106","usgsCitation":"Hollyday, E., and Sauer, S., 1976, Mapping and measuring land-cover characteristics of New River Basin, Tennessee, using Landsat digital tapes: U.S. Geological Survey Water-Resources Investigations Report 76-106, iv, 14 p., https://doi.org/10.3133/wri76106.","productDescription":"iv, 14 p.","numberOfPages":"20","costCenters":[],"links":[{"id":356335,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158787,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0106/report-thumb.jpg"}],"country":"United States","state":"Tennessee","otherGeospatial":"New River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -85.8636474609375,\n 35.27925852568387\n ],\n [\n -83.9630126953125,\n 35.27925852568387\n ],\n [\n -83.9630126953125,\n 36.96744946416934\n ],\n [\n -85.8636474609375,\n 36.96744946416934\n ],\n [\n -85.8636474609375,\n 35.27925852568387\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0be4b07f02db69de82","contributors":{"authors":[{"text":"Hollyday, E. F.","contributorId":95062,"corporation":false,"usgs":true,"family":"Hollyday","given":"E. F.","affiliations":[],"preferred":false,"id":198601,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sauer, S.P.","contributorId":100869,"corporation":false,"usgs":true,"family":"Sauer","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":198602,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28147,"text":"wri7619 - 1976 - Sediment discharge from highway cut-slopes in the Lake Tahoe Basin, California, 1972-74","interactions":[],"lastModifiedDate":"2018-10-25T15:15:51","indexId":"wri7619","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-19","title":"Sediment discharge from highway cut-slopes in the Lake Tahoe Basin, California, 1972-74","docAbstract":"Streamflow and fluvial-sediment discharge data were collected at selected streams and highway gutters in the Lake Tahoe basin to determine the extent of erosion from highway cuts and to attempt to evaluate the effects of various land-treatment practices to reduce erosion.
Estimate of long-term annual total-sediment discharge from six streams into the lake is 7,100 tons (6,400 tonnes), of which 2,300 tons (2,100 tonnes) is finer than 62 micrometres. During 1972-74, snowmelt runoff (April-July) accounted for 65 percent of the water and sediment discharge. Approximately 90 percent of the sediment is transported in suspension.
Sediment measured at 16 gutterflow stations at the base of highway cut-slopes indicates that less than 100 tons (91 tonnes) of fine sediment per year are contributed to the lake from all California State highway cuts. Sediment-transport rates are highly variable, and an unknown part of the measured sediment was derived from sources other than highway cuts.
Data were not adequate to demonstrate the effectiveness of treatments to stabilize cut-slopes.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7619","usgsCitation":"Kroll, C.G., 1976, Sediment discharge from highway cut-slopes in the Lake Tahoe Basin, California, 1972-74: U.S. Geological Survey Water-Resources Investigations Report 76-19, iv, 85 p., https://doi.org/10.3133/wri7619.","productDescription":"iv, 85 p.","costCenters":[],"links":[{"id":358824,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0019/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Lake Tahoe","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120.201416015625,\n 38.8824811975508\n ],\n [\n -119.89517211914061,\n 38.8824811975508\n ],\n [\n -119.89517211914061,\n 39.28860847419942\n ],\n [\n -120.201416015625,\n 39.28860847419942\n ],\n [\n -120.201416015625,\n 38.8824811975508\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f66","contributors":{"authors":[{"text":"Kroll, Carl G.","contributorId":72389,"corporation":false,"usgs":true,"family":"Kroll","given":"Carl","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":199296,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27754,"text":"wri7640 - 1976 - Water-resources data for deep aquifers of eastern Montana","interactions":[],"lastModifiedDate":"2019-07-17T13:47:34","indexId":"wri7640","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-40","title":"Water-resources data for deep aquifers of eastern Montana","docAbstract":"Water from aquifers of Mesozoic and Paleozoic age in eastern Montana is little used. This report presents maps and tables to assist in the evaluation of the water in terms of possible utility. In the southern third of eastern Montana water from the Madison Group or from the Tensleep Sandstone contains less than 2,000 milligrams per liter dissolved solids and is available in amounts of as much as 3,700 gallons per minute (230 liters per second) from individual wells. Elsewhere, dissolved-solids concentrations of water from Mesozoic and Paleozoic aquifers commonly exceed 1,000 milligrams per liter, well yields range from 5 to about 1,500 gallons per minute (0.3 to 95 liters per second), and well depths generally are greater than 1,500 feet (460 meters). (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7640","usgsCitation":"Hopkins, W., 1976, Water-resources data for deep aquifers of eastern Montana: U.S. Geological Survey Water-Resources Investigations Report 76-40, iv, 37 p. , https://doi.org/10.3133/wri7640.","productDescription":"iv, 37 p. ","costCenters":[],"links":[{"id":157957,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0040/report-thumb.jpg"},{"id":365594,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -110.12695312499999,\n 44.99588261816546\n ],\n [\n -104.08447265624999,\n 44.99588261816546\n ],\n [\n -104.08447265624999,\n 48.99463598353405\n ],\n [\n -110.12695312499999,\n 48.99463598353405\n ],\n [\n -110.12695312499999,\n 44.99588261816546\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4ead","contributors":{"authors":[{"text":"Hopkins, W.B.","contributorId":10072,"corporation":false,"usgs":true,"family":"Hopkins","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":198644,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27566,"text":"wri7525 - 1976 - Geohydrology of the Oklahoma Panhandle, Beaver, Cimarron, and Texas Counties","interactions":[],"lastModifiedDate":"2018-11-05T15:33:52","indexId":"wri7525","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-25","title":"Geohydrology of the Oklahoma Panhandle, Beaver, Cimarron, and Texas Counties","docAbstract":"The Ogallala aquifer, which consists of semiconsolidated clay, sand, and gravel, is the principal source of ground water in the Oklahoma Panhandle. This aquifer commonly yields 500 to 1,000 gallons per minute (32 to 63 litres per second) and may yield as much as 2,500 gallons per minute (158 litres per second). Based on an estimated average storage coefficient of 0.1, the quantity of water stored in the Ogallala aquifer was computed at approximately 50 million acre-feet (6.17 x 101° cubic metres). Local overdevelopment of this water resource has resulted in water-level declines of more than 40 feet (12 metres) from 1966 to 1972 in some areas of concentrated well development. The amount of ground water in storage has been reduced about 2 percent during this period.
Aquifer tests indicate that transmissivity ranges from 500 to 11,800 feet squared per day (46 to 1,100 metres squared per day), the storage coefficient ranges from 0.002 to 0.11, and hydraulic conductivity ranges from 2.1 to 55 feet per day (0.6 to 16.8 metres per day). In addition to these tests, 802 specific-capacity tests were used to extend transmissivity data.
Recharge to the Ogallala aquifer is primarily from precipitation and may be as much as 1 inch (25 millimetres) per year in areas where catchment and percolation are most favorable. Discharge is primarily from pumping and a small amount of natural discharge.
Aquifers of limited importance are the Dakota Sandstone and the Cheyenne Sandstone Member of the Purgatoire Formation which provide water to irrigation wells in the southwestern part of Cimarron County. Irrigation wells generally are completed jointly in these aquifers and yields of 300 to 500 gallons per minute (19 to 32 litres per second) are common. Water levels in these aquifers have not shown the pronounced declines that have occurred in the Ogallala aquifer. Permian red beds provide only small quantities of water to domestic and stock wells.
Water in the Ogallala aquifer, Dakota Sandstone, and Cheyenne Sandstone Member generally has a dissolved-solids concentration of less than 500 milligrams per litre. The dissolved-solids concentration in water from the Permian red beds generally exceeds 500 milligrams per litre and locally exceeds 2,000 milligrams per litre.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7525","usgsCitation":"Hart, D., Hoffman, G.L., and Goemaat, R.L., 1976, Geohydrology of the Oklahoma Panhandle, Beaver, Cimarron, and Texas Counties: U.S. Geological Survey Water-Resources Investigations Report 75-25, Report: v, 62 p.; 10 Plates, https://doi.org/10.3133/wri7525.","productDescription":"Report: v, 62 p.; 10 Plates","numberOfPages":"65","costCenters":[],"links":[{"id":159015,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0025/report-thumb.jpg"},{"id":359199,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0025/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359200,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359201,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359202,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359203,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359204,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359205,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-6.pdf"},{"id":359206,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359207,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359208,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359209,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0025/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oklahoma","county":"Beaver County, Cimarron County, Texas County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-100.9441,36.9988],[-100.6337,36.9986],[-100.1079,36.9983],[-100.0902,36.9983],[-100.0024,36.9985],[-100.004,36.8538],[-100.0044,36.76],[-100.0045,36.5917],[-100.0044,36.5849],[-100.0038,36.4998],[-100.1458,36.4998],[-100.3204,36.4999],[-100.5459,36.4994],[-100.7022,36.5],[-100.8939,36.4998],[-100.9524,36.4998],[-101.0908,36.5003],[-101.6255,36.5025],[-101.87,36.5034],[-102.1618,36.5004],[-103.0007,36.5013],[-103.0007,36.5905],[-103.0007,36.6732],[-103.0007,36.7643],[-103.0008,36.9341],[-103.0009,36.999],[-102.7973,36.9988],[-102.7859,36.9988],[-102.7808,36.9986],[-102.7016,36.9958],[-102.6943,36.9957],[-102.6757,36.9956],[-102.5627,36.9962],[-102.5372,36.9963],[-102.5034,36.9963],[-102.4775,36.9963],[-102.4577,36.9961],[-102.3931,36.9955],[-102.351,36.9951],[-102.3247,36.9948],[-102.0423,36.9922],[-102.0417,36.9922],[-102.0281,36.9925],[-101.9881,36.9925],[-101.918,36.9929],[-101.5552,36.9951],[-101.544,36.9952],[-101.2679,36.9967],[-101.0671,36.9978],[-100.9536,36.9988],[-100.9441,36.9988]]]},\"properties\":{\"name\":\"Beaver\",\"state\":\"OK\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a890c","contributors":{"authors":[{"text":"Hart, D.L.","contributorId":13239,"corporation":false,"usgs":true,"family":"Hart","given":"D.L.","affiliations":[],"preferred":false,"id":198336,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoffman, G. L.","contributorId":70713,"corporation":false,"usgs":true,"family":"Hoffman","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198338,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Goemaat, Robert L.","contributorId":64256,"corporation":false,"usgs":true,"family":"Goemaat","given":"Robert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198337,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30546,"text":"wri7687 - 1976 - Index to water resources data for Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:09:08","indexId":"wri7687","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-87","title":"Index to water resources data for Illinois","docAbstract":"This index to water resources data for Illinois includes 1,275 sites where surface-water and ground-water data were collected through December 31, 1975. The index is the first comprehensive tabulation of data collected in Illinois by the U.S. Geological Survey; data collection began in 1903. Information included are the county code, drainage area, datum, type of data available, period of record, where data are filed, and the name of the current cooperating agency. The surface-water index is listed sequentially by station number and also alphabetically by station name. Station numbers for the ground-water index are grouped by counties. The hydrologic unit index shows all sites and is listed by the respective hydrologic boundaries. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7687","usgsCitation":"Winget, D., 1976, Index to water resources data for Illinois: U.S. Geological Survey Water-Resources Investigations Report 76-87, iii, 81 p. :tables ;28 cm., https://doi.org/10.3133/wri7687.","productDescription":"iii, 81 p. :tables ;28 cm.","costCenters":[],"links":[{"id":160723,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f1c51","contributors":{"authors":[{"text":"Winget, D.E.","contributorId":46138,"corporation":false,"usgs":true,"family":"Winget","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":203435,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30543,"text":"wri7689 - 1976 - Maps showing ground-water conditions in the San Simon area, Cochise and Graham Counties, Arizona, and in Hidalgo County, New Mexico — 1975","interactions":[],"lastModifiedDate":"2022-01-13T20:31:55.008184","indexId":"wri7689","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-89","title":"Maps showing ground-water conditions in the San Simon area, Cochise and Graham Counties, Arizona, and in Hidalgo County, New Mexico — 1975","docAbstract":"Arizona is divided into 67 ground-water areas, and individual areas are selected for intensive data collection once every 6 years. The data collected in the San Simon area are given on maps that show depth to water, well depth, and altitude of the water level, 1975; pumpage, 1915-74; and change in water level for 1964-75, hydrographs of the water level in selected wells, specific conductance, and fluoride concentration.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7689","usgsCitation":"Wilson, R.P., and White, N.D., 1976, Maps showing ground-water conditions in the San Simon area, Cochise and Graham Counties, Arizona, and in Hidalgo County, New Mexico — 1975: U.S. Geological Survey Water-Resources Investigations Report 76-89, 2 Plates: 29.69 × 44.31 inches and 29.18 × 44.14 inches, https://doi.org/10.3133/wri7689.","productDescription":"2 Plates: 29.69 × 44.31 inches and 29.18 × 44.14 inches","costCenters":[],"links":[{"id":394333,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35100.htm"},{"id":160720,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0089/report-thumb.jpg"},{"id":113035,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0089/plate-2.pdf","size":"6949","linkFileType":{"id":1,"text":"pdf"}},{"id":113034,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0089/plate-1.pdf","size":"7545","linkFileType":{"id":1,"text":"pdf"}},{"id":113033,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0089/report.pdf","size":"807","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona, New Mexico","county":"Cochise County, Graham County, Hidalgo County","otherGeospatial":"San Simon area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -109.783,\n 31.5\n ],\n [\n -108.9610,\n 31.5\n ],\n [\n -108.9610,\n 32.5\n ],\n [\n -109.783,\n 32.5\n ],\n [\n -109.783,\n 31.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6059ef","contributors":{"authors":[{"text":"Wilson, R. P.","contributorId":37672,"corporation":false,"usgs":true,"family":"Wilson","given":"R.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":203431,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"White, N. D.","contributorId":100897,"corporation":false,"usgs":true,"family":"White","given":"N.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":203432,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27839,"text":"wri7661 - 1976 - A model for calculating effects of liquid waste disposal in deep saline aquifer","interactions":[],"lastModifiedDate":"2018-11-16T10:01:44","indexId":"wri7661","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-61","title":"A model for calculating effects of liquid waste disposal in deep saline aquifer","docAbstract":"Injection of liquid industrial wastes into confined underground saline aquifers can offer a good disposal alternative from both environmental and economic considerations. One of the needs in choosing from among several disposal alternatives is a means of evaluating the influence such an injection will have on the aquifer system. This report describes a mathematical model to accomplish this purpose.
The objective of the contract was to develop a three-dimensional transient mathematical model which would accurately simulate behavior of waste injection into deep saline aquifers. Fluid properties, density and viscosity are functions of pressure, temperature and composition to provide a comprehensive assessment tool. The model is a finite-difference numerical solution of the partial differential equations describing
The model is not restricted to examining waste disposal operations. It can be used effectively to evaluate fresh water storage in saline aquifers, hot water storage in underground aquifers, salt water intrusion into groundwater flow systems and other similar applications.
The primary advantages of the present model can be summarized as:
The limitations of the present techniques are:
Included in the report are detailed descriptions of the approach used in the model, validation tests of the model, and a typical application of the model. A comparison volume documents the input data requirements, program structure, and an example problem for the model. '
The Memphis Sand (\"500-foot\" sand) supplies about 95 percent of the water used in the Memphis area for municipal and industrial purposes. In general, pumpage has increased at an irregular rate since the completion of the first well to this aquifer in 1886. These withdrawals are responsible for an almost continuous decline of water levels in wells throughout the Memphis area. Water-level data indicate that over the years a broad, regional cone of depression has developed in the potentiometric surface of the Memphis Sand and is centered near downtown Memphis. Areally smaller, subsidiary cones are superimposed upon this regional cone in areas heavily pumped by municipal and industrial wells. Pumpage from the Memphis Sand in Shelby County, Tenn., was 188 Mgal/d (million gallons per day) or 712 Ml/d (million litres per day) in 1975, although a maximum of 190 Mgal/d (719 Ml/d) was reached in 1974.
\nPumpage from the Fort Pillow Sand (\"1,400-foot\" sand) began in 1924 and increased at a yearly rate of about 0.6 Mgal/d (2.3 Ml/d) until 1942. From 1943 to 1962, pumpage averaged about 11.5 Mgal/d (43.5 Ml/d), then was reduced as MLGW (Memphis Light, Gas and Water Division) discontinued wells that became unserviceable. MLGW ceased pumping from the aquifer in 1974, and pumpage from the remaining industrial wells in Shelby County in 1975 was 4.4 Mgal/d (16.6 Ml/d). Water levels in the Fort Pillow Sand generally have risen since 1963. Water l evels in the aquifers in the Memphis area fluctuate inversely with changes in pumping. Analysis of observation-well and pumpage data indicates that local water levels can be altered by changing the pumping rates or by varying the areal distribution of pumping.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7667","collaboration":"Prepared in cooperation with the City of Memphis, Memphis Light, Gas and Water Division","usgsCitation":"Criner, J.H., and Parks, W.S., 1976, Historic water-level changes and pumpage from the principal aquifers of the Memphis area, Tennessee: 1886-1975: U.S. Geological Survey Water-Resources Investigations Report 76-67, iv, 45 p., https://doi.org/10.3133/wri7667.","productDescription":"iv, 45 p.","numberOfPages":"54","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"1886-01-01","temporalEnd":"1975-01-01","costCenters":[],"links":[{"id":157812,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7667.jpg"},{"id":313231,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0067/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Tennessee","city":"Memphis","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -90.42984008789062,\n 34.89268966339912\n ],\n [\n -90.42984008789062,\n 35.62046556900037\n ],\n [\n -89.1046142578125,\n 35.62046556900037\n ],\n [\n -89.1046142578125,\n 34.89268966339912\n ],\n [\n -90.42984008789062,\n 34.89268966339912\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db6885c5","contributors":{"authors":[{"text":"Criner, James H.","contributorId":107258,"corporation":false,"usgs":true,"family":"Criner","given":"James","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196841,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parks, William Scott","contributorId":52148,"corporation":false,"usgs":true,"family":"Parks","given":"William","email":"","middleInitial":"Scott","affiliations":[],"preferred":false,"id":196840,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30657,"text":"wri7686 - 1976 - Water temperatures of Kentucky","interactions":[],"lastModifiedDate":"2019-07-17T08:54:54","indexId":"wri7686","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-86","title":"Water temperatures of Kentucky","docAbstract":"The U.S. Geological Survey in cooperation with the Kentucky Geological Survey has been gathering temperature data on streams throughout Kentucky under a number of different programs for several decades. Periodic water temperature observations, which were made at a frequency of approximately once per month during the past 15 years, were analyzed with the aid of a computer program to describe the annual water temperature cycle at sites in the Commonwealth. Shown on a map of Kentucky, at each site of water-temperature collections, are maximum median monthly temperature, minimum median monthly temperature, and annual average temperature. Stream temperatures in Kentucky vary between 0 and 30 degrees Celsius (deg C) during the year. Maximum median monthly water temperatures occur in July and are typically between 23 and 27 deg C, whereas minimum median monthly water temperatures are recorded in January and are useually within the 2 to 6 deg C range. Annual average water temperatures are between 10 and 18 deg C. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7686","usgsCitation":"Zogorski, J.S., and Kiesler, J.L., 1976, Water temperatures of Kentucky: U.S. Geological Survey Water-Resources Investigations Report 76-86, 1 Plate: 45.76 x 26.27 inches, https://doi.org/10.3133/wri7686.","productDescription":"1 Plate: 45.76 x 26.27 inches","costCenters":[],"links":[{"id":159979,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0086/report-thumb.jpg"},{"id":365643,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0086/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kentucky","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {\n \"stroke\": \"#555555\",\n \"stroke-width\": 2,\n \"stroke-opacity\": 1,\n \"fill\": \"#555555\",\n \"fill-opacity\": 0.5\n },\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.07714843749999,\n 37.09023980307205\n ],\n [\n -89.23095703124999,\n 36.5449494414832\n ],\n [\n -82.81494140624999,\n 36.66841891894783\n ],\n [\n -82.04589843749997,\n 37.43997405227057\n ],\n [\n -82.50732421874999,\n 38.44498466889473\n ],\n [\n -84.57275390624999,\n 38.99357205820944\n ],\n [\n -85.341796875,\n 38.65119833229949\n ],\n [\n -85.93505859374999,\n 38.16911413556084\n ],\n [\n -88.04443359374999,\n 37.75334401310656\n ],\n [\n -89.07714843749999,\n 37.09023980307205\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0041","contributors":{"authors":[{"text":"Zogorski, John S. jszogors@usgs.gov","contributorId":189,"corporation":false,"usgs":true,"family":"Zogorski","given":"John","email":"jszogors@usgs.gov","middleInitial":"S.","affiliations":[],"preferred":true,"id":203617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kiesler, James L. jkiesler@usgs.gov","contributorId":4470,"corporation":false,"usgs":true,"family":"Kiesler","given":"James","email":"jkiesler@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":203618,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28077,"text":"wri7664 - 1976 - Sediment discharge in the Upper Arroyo Grande and Santa Rita Creek basins, San Luis Obispo County, California","interactions":[],"lastModifiedDate":"2019-07-17T09:34:05","indexId":"wri7664","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-64","title":"Sediment discharge in the Upper Arroyo Grande and Santa Rita Creek basins, San Luis Obispo County, California","docAbstract":"Sediment data collected in the upper Arroyo Grande and Santa Rita Creek basins, San Luis Obispo County, California, during the 1968-73 water years were analyzed to determine total sediment discharge at four stations in the basins. Water discharge and total sediment discharge at these stations, representative of the 1943-72 period, were estimated from long-term flow data for nearby gaging stations and water-sediment discharge relations determined for the 1968-73 water years. Most of the total annual sediment discharge at each station occurs during a few days each year. The quantity of sediment transported in a single day often accounts for more than 40 percent of the total annual sediment discharge. Estimated sediment discharge for the upper Arroyo Grande and Santa Rita Creek basins during the 1943-72 water years averaged 53,000 tons and 23,000 tons per year. Long-term sediment deposition in Lopez Reservoir, which is in the southern part of the upper Arroyo Grande basin, was estimated to be 35 acre-feet per year. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7664","usgsCitation":"Knott, J.M., 1976, Sediment discharge in the Upper Arroyo Grande and Santa Rita Creek basins, San Luis Obispo County, California: U.S. Geological Survey Water-Resources Investigations Report 76-64, v, 29 p. , https://doi.org/10.3133/wri7664.","productDescription":"v, 29 p. ","costCenters":[],"links":[{"id":365649,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0064/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158035,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0064/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Luis Obispo County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.21490478515625,\n 35.064849103829204\n ],\n [\n -120.03799438476561,\n 35.064849103829204\n ],\n [\n -120.03799438476561,\n 35.65618041632016\n ],\n [\n -121.21490478515625,\n 35.65618041632016\n ],\n [\n -121.21490478515625,\n 35.064849103829204\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc024","contributors":{"authors":[{"text":"Knott, J. M.","contributorId":77909,"corporation":false,"usgs":true,"family":"Knott","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199183,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26907,"text":"wri7616 - 1976 - Dissolved solids, hardness, and orthophosphate of surface-water runoff in the Northwest Florida Water Management District","interactions":[],"lastModifiedDate":"2020-08-06T01:50:00.904729","indexId":"wri7616","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-16","title":"Dissolved solids, hardness, and orthophosphate of surface-water runoff in the Northwest Florida Water Management District","docAbstract":"This atlas consists of three maps that show the general distribution of dissolved solids, hardness, and orthophosphate in the streams and lakes within the Northwest Florida Water Management District. The atlas was prepared in cooperation with the Water Management District to provide pertinent water-quality information relating to the objectives of the Florida State Water Resources Act of 1972. Under the provisions of this act, the Water Management District is required to establish a regional water-use plan, issue permits for water-use and water-resources related construction, and authorize the export of water. The data presented on these maps will be useful to those concerned with water management and use, in assessing regional water quality, and in establishing a base for comparison with future quality data.
The ranges of concentration shown on the maps represent maximum concentrations in surface water during the sampling period, January 1965-September 1970. Concentrations are plotted at the sampling sites and are the major criteria for determining the extent of concentration ranges. In some cases the drainage basin boundaries are used in defining concentration range boundaries because the quantity and quality of surface runoff is characteristic of the environment of the basin and may be entirely different from the runoff of adjacent basins. Within drainage basins, individual streams and local drainage divides define concentration boundaries. Some areas, although adjacent to each other in the same basin, have entirely different concentration ranges. For example, an area containing dissolved-solids concentrations in the 0-25 mg/1 (milligrams per litre) range may be adjacent to an area in which concentrations exceed 100 mg/1, as in the southwest part of Escambia County. Concentration boundaries in these areas were selected by extending each range about halfway between the two sampling sites, as opposed to grading an intermediate range between them without supporting data. As the data are sparse in many areas, regional concentration patterns are generalized and local variations may be expected to exist.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7616","collaboration":"Prepared in cooperation with Florida Department of Environmental Regulation and Northwest Florida Water Management District","usgsCitation":"Earle, J., 1976, Dissolved solids, hardness, and orthophosphate of surface-water runoff in the Northwest Florida Water Management District: U.S. Geological Survey Water-Resources Investigations Report 76-16, Report: 3 p.; 3 Plates: 35.07 x 23.64 inches and smaller, https://doi.org/10.3133/wri7616.","productDescription":"Report: 3 p.; 3 Plates: 35.07 x 23.64 inches and smaller","costCenters":[],"links":[{"id":377050,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0016/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377049,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0016/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377048,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/0016/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377047,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0016/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157789,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0016/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Northwest Florida Water Management District","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.65,\n 29.5\n ],\n [\n -84,\n 29.5\n ],\n [\n -84,\n 31\n ],\n [\n -87.65,\n 31\n ],\n [\n -87.65,\n 29.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a22a","contributors":{"authors":[{"text":"Earle, J.E.","contributorId":41037,"corporation":false,"usgs":true,"family":"Earle","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":197226,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27512,"text":"wri7662 - 1976 - Technique for estimating magnitude and frequency of floods in Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri7662","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-62","title":"Technique for estimating magnitude and frequency of floods in Kentucky","docAbstract":"Flood magnitude and frequency relations applicable to unregulated stream in Kentucky are based on flood data at 117 gaging stations in Kentucky and 14 in adjacent states having 10 or more years of record. Equations that related flood magnitude and frequency to contributing drainage area in 16 geographic areas may be used to estimate magnitude of future floods with recurrence intervals of as much as 100 years on gaged and ungaged streams having drainage areas of 10 to 4,300 square miles. Estimating equations are also presented in graphical form. Additional graphs estimate flood magnitude for selected recurrence intervals along the Cumberland, Kentucky, and Ohio Rivers. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7662","usgsCitation":"Hannum, C.H., 1976, Technique for estimating magnitude and frequency of floods in Kentucky: U.S. Geological Survey Water-Resources Investigations Report 76-62, vi, 70 p. :ill., maps (1 fold.) ;27 cm.; PGS: 81 p., https://doi.org/10.3133/wri7662.","productDescription":"vi, 70 p. :ill., maps (1 fold.) ;27 cm.; PGS: 81 p.","costCenters":[],"links":[{"id":2146,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri760062/","linkFileType":{"id":5,"text":"html"}},{"id":158911,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686439","contributors":{"authors":[{"text":"Hannum, Curtis H.","contributorId":61467,"corporation":false,"usgs":true,"family":"Hannum","given":"Curtis","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":198239,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27009,"text":"wri76102 - 1976 - Estimating runoff volumes and flood hydrographs in the Colorado River Basin, southern Utah","interactions":[],"lastModifiedDate":"2018-03-30T16:00:30","indexId":"wri76102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-102","title":"Estimating runoff volumes and flood hydrographs in the Colorado River Basin, southern Utah","docAbstract":"Hydrographs of 364 floods from 18 continuous-record gaging sites in the Colorado River basin in southern Utah were used to define a single relation of flood volume to peak discharge; the standard error of estimate of that relation . is 82 percent. Using the same data, a mean dimensionless hydrograph was pre-pared. Synthetic hydrographs may be derived for basins of 5 to 300 square miles (13 to 780 square kilometers) and flood peaks of 1 to 7,000 cubic feet per second
(0.03 to 200 cubic meters per second) using that mean dimensionless hydrograph. Design flood peaks may be estimated from other reports. A method is presented to estimate the reduction in culvert or bridge size resulting from use of storage above the structure. Reduction of structure capacity of 25 percent may be achieved by storing 4 percent of the total flood volume.
The Raystown Branch Juniata River watershed, which is the main water source for Raystown Lake, is a 960-square-mile (2,490 square kilometres) drainage basin in south-central Pennsylvania. Preimpoundment water-quality data were collected on the Raystown Branch and six tributary st.reams in the basin. Specific conductance values varied inversely with water discharge. The pH values were extremely low only at the Shoup Run site. Dissolved oxygen concentrations observed at all sites indicated a relatively high oxygen saturation level throughout the year. Seasonal variations in nitrate-N and orthophosphate-P levels were measured at the main inflow station at Saxton, Pa. The highest concentrations of nitrate-N and orthophosphate-P occurred in the winter and spring months and the lowest concentrations were measured dur:l.ng the swnmer and fall. Bacteriological data indicated no excessive -amounts of fecal matter present at the inflows. Soil samples collected at four sites in the impoundment area were predominantly of the Barbour, Philo, and Basher series, which are considered to be highly fertile soils with silt-loam and sandy~loam textures. Morphological features of the lake basin and low nutrient levels at the inflows should prevent excessive weed growth around the lake perimeter.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7657","usgsCitation":"Williams, D.R., 1976, Preimpoundment water quality of Raystown Branch Juniata River and six tributary streams, south-central Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 76-57, iv, 23 p., https://doi.org/10.3133/wri7657.","productDescription":"iv, 23 p.","numberOfPages":"30","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":310267,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0057/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}},{"id":160092,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7657.jpg"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Raystown Branch Juniata River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -78.651123046875,\n 39.95501708352986\n ],\n [\n -78.66622924804688,\n 40.02340800226773\n ],\n [\n -78.60855102539062,\n 40.0833252155441\n ],\n [\n -78.54537963867188,\n 40.168380093142446\n ],\n [\n -78.47946166992188,\n 40.273239279173055\n ],\n [\n -78.41766357421875,\n 40.373751366720505\n ],\n [\n -78.37646484375,\n 40.41349604970198\n ],\n [\n -78.34625244140625,\n 40.41140480914068\n ],\n [\n -78.33526611328125,\n 40.371658891506094\n ],\n [\n -78.32290649414062,\n 40.35387022893512\n ],\n [\n -78.24462890625,\n 40.38002840251183\n ],\n [\n -78.20068359374999,\n 40.42813291388417\n ],\n [\n -78.1182861328125,\n 40.46784549077257\n ],\n [\n -78.046875,\n 40.46471114051202\n ],\n [\n -77.98095703125,\n 40.43545015171254\n ],\n [\n -77.96585083007812,\n 40.40722213305287\n ],\n [\n -78.079833984375,\n 40.319325896602095\n ],\n [\n -78.1292724609375,\n 40.25542466812209\n ],\n [\n -78.15261840820312,\n 40.214538129296336\n ],\n [\n -78.13888549804686,\n 40.15998434802335\n ],\n [\n -78.11141967773438,\n 40.11693985890127\n ],\n [\n -78.14437866210938,\n 40.056001090767424\n ],\n [\n -78.20755004882812,\n 39.96870074491696\n ],\n [\n -78.26248168945312,\n 39.930800820752765\n ],\n [\n -78.35861206054688,\n 39.928694653732364\n ],\n [\n -78.46847534179688,\n 39.94975340768179\n ],\n [\n -78.5577392578125,\n 39.95396438076642\n ],\n [\n -78.651123046875,\n 39.95501708352986\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e769","contributors":{"authors":[{"text":"Williams, Donald R.","contributorId":72825,"corporation":false,"usgs":true,"family":"Williams","given":"Donald","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203371,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26135,"text":"wri76109 - 1976 - Magnitude and frequency of floods in Nebraska","interactions":[],"lastModifiedDate":"2016-07-11T11:24:18","indexId":"wri76109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-109","title":"Magnitude and frequency of floods in Nebraska","docAbstract":"Estimates of flood characteristics with recurrence intervals up to 100 years can be obtained at most sites in Nebraska by use of techniques presented in this report. Instructions, equations, and graphs are presented to aid the design engineer in estimating the magnitude and frequency of floods.
\nFor natural-flow streams, the estimating equations and graphical solutions are based on regional relations between floods of a specific return period and selected basin characteristics. Nebraska was subdivided into five hydrologic regions by means of regressions and residuals from the regressions. The boundaries of Regions 1 and 2 were determined to a great extent by differences in soil type. The divisions between Region 2 and Region 4 were also determined by differences in soil type. Boundaries of Region 3 and Region 5 are along or near basin divides.
\nFlood magnitude and frequency solution diagrams are presented for major controlled streams such as the North Platte, South Platte, Platte, and Republican Rivers. Flood information on small controlled streams is limited to available station data.
\nFlood characteristics are tabulated for 303 gaging stations having 13 or more years of record. These flood characteristics provide the best information on floods at these gaged sites.
\nObserved maximum flood peaks at 303 gaging stations with 13 or more years of record and significant peaks at 57 short-term stations and 31 miscellaneous sites are useful in designing flood-control works for maximum safety from flood damage. Comparison is made with maximum observed floods in the United States.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lincoln, NE","doi":"10.3133/wri76109","collaboration":"Prepared in cooperation with the Nebraska Department of Roads","usgsCitation":"Beckman, E., 1976, Magnitude and frequency of floods in Nebraska: U.S. Geological Survey Water-Resources Investigations Report 76-109, v, 128 p., https://doi.org/10.3133/wri76109.","productDescription":"v, 128 p.","numberOfPages":"137","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":157888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri76109.jpg"},{"id":324994,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649559","contributors":{"authors":[{"text":"Beckman, Emil W.","contributorId":82293,"corporation":false,"usgs":true,"family":"Beckman","given":"Emil W.","affiliations":[],"preferred":false,"id":195872,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26944,"text":"wri769 - 1976 - A technique for estimating the time of travel of water in Indiana streams","interactions":[],"lastModifiedDate":"2016-05-16T10:23:38","indexId":"wri769","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-9","title":"A technique for estimating the time of travel of water in Indiana streams","docAbstract":"Estimates of the traveltime of waterborne particles in streams is important for pollution studies and in the event of spills of contaminants. This report provides data for the 16 Indiana streams on which time-of-travel information has been obtained and a means for estimating the velocity of any naturally flowing stream in Indiana with a drainage area of 80 square miles (210 square kilometres) or more.
\nMeasured velocity rates compiled from the time-of-travel data collected in Indiana are releated to 25, 50, 100, and 200 percent of the average discharge of streams shown in this report. Velocities at these discharges are significantly related to their respective watershed characteristics (average discharge and slope). Generalized relations of the velocities as functions of the streams' watershed characteristics are developed as multivariate regression equations using the data from each of the measured streams.
\nExamples of uses and applications of the measured data and the predictive equations are given.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri769","collaboration":"Prepared in cooperation with Indiana Department of Natural Resources and Indiana State Board of Health","usgsCitation":"Eikenberry, S.E., and Davis, L.G., 1976, A technique for estimating the time of travel of water in Indiana streams: U.S. Geological Survey Water-Resources Investigations Report 76-9, vi, 39 p., https://doi.org/10.3133/wri769.","productDescription":"vi, 39 p.","startPage":"1","endPage":"39","numberOfPages":"48","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":321229,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri769.GIF"},{"id":287931,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0009/report.pdf"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a5bf0","contributors":{"authors":[{"text":"Eikenberry, Stephen E.","contributorId":35309,"corporation":false,"usgs":true,"family":"Eikenberry","given":"Stephen","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197288,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, Leroy G.","contributorId":92175,"corporation":false,"usgs":true,"family":"Davis","given":"Leroy","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197289,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30477,"text":"wri76121 - 1976 - Effects of urbanization on flood characteristics in Nashville-Davidson County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri76121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-121","title":"Effects of urbanization on flood characteristics in Nashville-Davidson County, Tennessee","docAbstract":"Streamflow data from 14 basins in Davidson County, Tenn., were extended in time by use of a digital model of the hydrologic system. The basins ranged in size from 1.58 to 64.0 square miles and ranged in extent of manmade impervious cover from 3 to 37 percent. The flood-frequency characteristics were defined by weighting frequency curves based on simulated discharges with those based on observed discharges. The average record length of the three rain gages used in simulation was 72 years, and the average record length of observed discharges was 11 years. Discharges corresponding to 2-, 5-, 10-, 25-, 50-, 100-year floods from the modeled basins were compared with discharges from regional equations for estimating peak discharge rates from rural basins. Basin lag times of the urban basins were compared with those of nearby rural basins. The analyses indicated that in a fully-developed residential area, the flood peaks and the basin lag times will not be significantly different from those expected from an undeveloped area. Data were not sufficient to determine if an increase in flood peaks would occur from extremely small basins with extremely intensive development. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri76121","usgsCitation":"Wibben, H.C., 1976, Effects of urbanization on flood characteristics in Nashville-Davidson County, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 76-121, v, 33 p. :ill., map ;26 cm., https://doi.org/10.3133/wri76121.","productDescription":"v, 33 p. :ill., map ;26 cm.","costCenters":[],"links":[{"id":2410,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri76-0121/","linkFileType":{"id":5,"text":"html"}},{"id":124134,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_76_121.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c7cb","contributors":{"authors":[{"text":"Wibben, Herman C.","contributorId":95926,"corporation":false,"usgs":true,"family":"Wibben","given":"Herman","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203317,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27759,"text":"wri7535 - 1976 - Statistical summaries of Indiana streamflow data","interactions":[{"subject":{"id":27759,"text":"wri7535 - 1976 - Statistical summaries of Indiana streamflow data","indexId":"wri7535","publicationYear":"1976","noYear":false,"title":"Statistical summaries of Indiana streamflow data"},"predicate":"SUPERSEDED_BY","object":{"id":12485,"text":"ofr8962 - 1989 - Statistical summary of streamflow data for Indiana","indexId":"ofr8962","publicationYear":"1989","noYear":false,"title":"Statistical summary of streamflow data for Indiana"},"id":1}],"supersededBy":{"id":12485,"text":"ofr8962 - 1989 - Statistical summary of streamflow data for Indiana","indexId":"ofr8962","publicationYear":"1989","noYear":false,"title":"Statistical summary of streamflow data for Indiana"},"lastModifiedDate":"2020-08-08T00:10:31.472491","indexId":"wri7535","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-35","title":"Statistical summaries of Indiana streamflow data","docAbstract":"Complete statistical analyses are presented in tabular form for all gaging stations in Indiana, regardless of length of record. Each station analysis includes lowest and highest mean daily discharges, flow duration, statistics on normal monthly means, statistics on normal annual means, statistics on log monthly means, statistics on log annual means, and annual peak discharges.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699eac","contributors":{"authors":[{"text":"Horner, R.G.","contributorId":66696,"corporation":false,"usgs":true,"family":"Horner","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":198650,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27310,"text":"wri7646 - 1976 - Availability of ground water near Carmel, Hamilton County, Indiana","interactions":[],"lastModifiedDate":"2016-05-24T09:07:59","indexId":"wri7646","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-46","title":"Availability of ground water near Carmel, Hamilton County, Indiana","docAbstract":"A study of the hydraulic characteristics of the unconsolidated glacial deposits near the city of Carmel in central Indiana shows that 21.3 million gallons per day (933 litres per second) of additional water could be withdrawn from the aquifer for an indefinite period of time . This pumpage is approximately 5 million gallons per day (219 litres per second) above the projected water needs of Carmel for 1990. Saturated thickness, transmissivity , and storage coefficient of the outwash aquifer along the White River east of Carmel were determined , using available data supplemented by test drilling. The saturated thickness of the aquifer ranges from 10 to 110 feet (3 to 34 metres); transmissivity ranges from 1 , 000 feet squared per day (93 metres squared per day) to 24,000 feet squared per day (2,230 metres squared per day); and the average storage coefficient is 0 . 11. Seepage from the aquifer into the White River was estimated in November 1974, using data from u.S. Geological Survey gaging stations. Water- level information was obtained from a network of observation wells at that same time.
\nFlow in the unconsolidated glacial deposits near the city of Carmel in central Indiana was simulated by a digital-computer model in a study of hydraulic characteristics of the deposits. The study shows that 21.3 million gallons per day (933 litres per second) of additional water could be withdrawn from the aquifer for an indefinite period of time. This pumpage is approximately 5 million gallons per day (219 1itres per second) above the projected water needs of Carmel for 1990. Saturated thickness, transmissivity, and storage coefficient of the outwash aquifer along the White River east of Carmel were determined, using available data supplemented by test drilling . The saturated thickness of the aquifer ranges f r om 10 to 110 feet 0 to 34 me tres); transmissivity ranges from 1,000 feet squared per day (93 metres squared per day) to 24 ,000 feet squared per day (2 ,230 metres squared per day); and the average storage coefficient is 0.11.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7646","usgsCitation":"Gillies, D.C., 1976, Availability of ground water near Carmel, Hamilton County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 76-46, v, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri7646.","productDescription":"v, 27 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":258983,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0046/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":321578,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7646.GIF"}],"country":"United States","state":"Indiana","county":"Hamilton, Marion","city":"Carmel","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.8617,40.2201],[-85.863,40.139],[-85.8624,39.9436],[-85.8625,39.9286],[-85.9369,39.9272],[-85.9379,39.87],[-85.9541,39.8696],[-85.9518,39.6969],[-85.9523,39.638],[-86.248,39.6335],[-86.3268,39.6318],[-86.3281,39.8526],[-86.328,39.8662],[-86.325,39.8662],[-86.3267,39.9238],[-86.2967,39.9246],[-86.2757,39.925],[-86.2385,39.9259],[-86.239,39.9549],[-86.2417,40.0419],[-86.242,40.1304],[-86.2424,40.1807],[-86.2435,40.2152],[-86.1285,40.2176],[-86.0135,40.2186],[-85.9015,40.2194],[-85.8617,40.2201]]]},\"properties\":{\"name\":\"Hamilton\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d8a3","contributors":{"authors":[{"text":"Gillies, D. C.","contributorId":53809,"corporation":false,"usgs":true,"family":"Gillies","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197895,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28776,"text":"wri7610 - 1976 - Geohydrology of the Anza-Terwilliger area, Riverside County, California","interactions":[],"lastModifiedDate":"2016-09-29T15:24:02","indexId":"wri7610","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"76-10","title":"Geohydrology of the Anza-Terwilliger area, Riverside County, California","docAbstract":"The Anza-Terwilliger area consists of about 96 square miles (24-9 square kilometres) in the upper parts of the Santa Margarita River and Coyote Creek drainage basins in Riverside County, Calif., about 90 miles (145 kilometres) southeast of Los Angeles. This report deals with geology, steady state and transient state of ground water, net depletion of ground water, surface-water flow, precipitation, chemistry of water, land and water use, and gravity data for the Anza-Terwilliger area. The data indicate that the rate of ground-water depletion ha's accelerated since 1950. Pumping depressions adjacent to the Cahuilla Indian Reservation have increased the hydraulic gradient and are.causing water beneath the reservation to flow toward these depressions. Total depletion of ground water since 1950 is about 14,000 acre-feet (17.3 cubic hectometres). Chemical analyses indicate that the ground water in local areas contains concentrations of nitrate above that recommended by the Environmental Protection Agency for human consumption.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Menlo Park, CA","doi":"10.3133/wri7610","usgsCitation":"Moyle, W.R., 1976, Geohydrology of the Anza-Terwilliger area, Riverside County, California: U.S. Geological Survey Water-Resources Investigations Report 76-10, iv, 25 p., https://doi.org/10.3133/wri7610.","productDescription":"iv, 25 p.","numberOfPages":"32","costCenters":[],"links":[{"id":159583,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7610.PNG"},{"id":329144,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0010/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Riverside County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.83685302734375,\n 33.456651301881855\n ],\n [\n -116.83685302734375,\n 33.601466321878846\n ],\n [\n -116.51550292968749,\n 33.601466321878846\n ],\n [\n -116.51550292968749,\n 33.456651301881855\n ],\n [\n -116.83685302734375,\n 33.456651301881855\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89fb","contributors":{"authors":[{"text":"Moyle, W. R. Jr.","contributorId":85938,"corporation":false,"usgs":true,"family":"Moyle","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200377,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}