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":27997,"text":"wri76126 - 1976 - Backflushing Filters for Field Processing of Water Samples Prior to Trace-Element Analyses","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri76126","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":"76-126","title":"Backflushing Filters for Field Processing of Water Samples Prior to Trace-Element Analyses","docAbstract":"A portable unit is described for filtering water samples at field sites in such a manner that the filtrate is suitable for analysis not only of major constituents but also of trace elments at the mocrogram-per-liter level. A battery-operated peristaltic pump forces the water sample through medical-grade silicone tubing into and through an all-plastic in-line filter which can be backflushed when sediment clogs the filter membrane. Initial filtration rate exceeds 500 milliliter/minute and, because of the backflushing feature, a total time for filtering high-sediment-bearing waster samples is greatly reduced. (Woodard-USGS)","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri76126","usgsCitation":"Kennedy, V.C., Jenne, E., and Burchard, J., 1976, Backflushing Filters for Field Processing of Water Samples Prior to Trace-Element Analyses (WRI/OFR 76-126): U.S. Geological Survey Water-Resources Investigations Report 76-126, iii, 12 p., https://doi.org/10.3133/wri76126.","productDescription":"iii, 12 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":119967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0126/report-thumb.jpg"},{"id":56823,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0126/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR 76-126","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64add1","contributors":{"authors":[{"text":"Kennedy, V. C.","contributorId":46080,"corporation":false,"usgs":true,"family":"Kennedy","given":"V.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":199038,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jenne, E. A.","contributorId":45716,"corporation":false,"usgs":true,"family":"Jenne","given":"E. A.","affiliations":[],"preferred":false,"id":199037,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Burchard, J.M.","contributorId":13636,"corporation":false,"usgs":true,"family":"Burchard","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":199036,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":4199,"text":"cir737 - 1976 - Status of ground-water modeling in the U.S. Geological Survey","interactions":[],"lastModifiedDate":"2012-02-02T00:05:37","indexId":"cir737","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"737","title":"Status of ground-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 ground-water problems. Types of problems for which models have been, or are being, developed include: (1) ground-water flow in saturated or partially unsaturated materials, (2) land subsidence resulting from ground-water extraction, (3) flow in coupled ground water-stream systems, (4) coupling of rainfall-runoff basin models with soil moisture accounting and aquifer flow models, (5) interaction of economic and hydrologic considerations, (6) predicting the transport of contaminants in an aquifer, and (7) estimating the effects of proposed development schemes for geothermal systems. The status of modeling activity for various models is reported as being in a developmental, verification, operational, or continued improvement phase. Recently published references that provide useful details on the characteristics of the models are identified. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir737","usgsCitation":"Appel, C.A., and Bredehoeft, J., 1976, Status of ground-water modeling in the U.S. Geological Survey: U.S. Geological Survey Circular 737, iii, 9 p. ;26 cm. , https://doi.org/10.3133/cir737.","productDescription":"iii, 9 p. ;26 cm. ","costCenters":[],"links":[{"id":123802,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1976/0737/report-thumb.jpg"},{"id":31313,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1976/0737/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df2b1","contributors":{"authors":[{"text":"Appel, Charles A.","contributorId":14376,"corporation":false,"usgs":true,"family":"Appel","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":148392,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bredehoeft, J.D.","contributorId":12836,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"J.D.","affiliations":[],"preferred":false,"id":148391,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3811,"text":"cir715D - 1976 - Hydrologic analysis and river-quality data programs","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"cir715D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"715","chapter":"D","title":"Hydrologic analysis and river-quality data programs","docAbstract":"For nearly half a century the Willamette River in Oregon experienced severe dissolved-oxygen problems related to large loads of organically rich waste waters from industries and municipalities. Since the mid-1950 's dissolved oxygen quality has gradually improved owing to low-flow augmentation, the achievement of basinwide secondary treatment, and the use of other waste-management practices. As a result, summer dissolved-oxygen levels have increased, salmon runs have returned, and the overall effort is widely regarded as a singular water-quality success. To document the improved dissolved-oxygen regimen, the U.S. Geological Survey conducted intensive studies of the Willamette during the summer low-flow seasons of 1973 and 1974. During each summer the mean daily dissolved-oxygen levels were found to be higher than 5 milligrams per liter throughout the river. Because of the basinwide secondary treatment, carbonaceous deoxygenation rates were low. In addition, almost half of the biochemical oxygen demand entering the Willamette was from diffuse (nonpoint) sources rather than outfalls. These results indicated that point-source biochemical oxygen demand was no longer the primary cause of dissolved-oxygen depletion. Instead, the major causes of deoxygenation were nitrification in a shallow ' surface active ' reach below Salem and an anomalous oxygen demand (believed to be primarily of benthal origin) in Portland Harbor. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/cir715D","usgsCitation":"Hines, W.G., Rickert, D.A., and McKenzie, S.W., 1976, Hydrologic analysis and river-quality data programs: U.S. Geological Survey Circular 715, v, p D1-D20, ill., map ;28 cm. , https://doi.org/10.3133/cir715D.","productDescription":"v, p D1-D20, ill., map ;28 cm. ","costCenters":[],"links":[{"id":123895,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1976/0715d/report-thumb.jpg"},{"id":30881,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1976/0715d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611bfa","contributors":{"authors":[{"text":"Hines, Walter G.","contributorId":100360,"corporation":false,"usgs":true,"family":"Hines","given":"Walter","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":147649,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rickert, David A.","contributorId":80247,"corporation":false,"usgs":true,"family":"Rickert","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":147648,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McKenzie, Stuart W.","contributorId":27841,"corporation":false,"usgs":true,"family":"McKenzie","given":"Stuart","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":147647,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27611,"text":"wri76101 - 1976 - Water levels in artesian and nonartesian aquifers of Florida, 1973-74","interactions":[],"lastModifiedDate":"2019-08-05T11:05:50","indexId":"wri76101","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":"76-101","title":"Water levels in artesian and nonartesian aquifers of Florida, 1973-74","docAbstract":"Based on measurements of water level in 675 wells selected from a network of about 1,300 observation wells, ground-water levels during May 1973 - May 1974 declined from 2 to 4 feet in the Floridan aquifer through most of north and central peninsular Florida. Hydrographs of 55 wells show the downward trends of ground-water levels continued in several areas of heavy pumping, the most notable area being in west-central Polk County where declines ranged from 18 to nearly 28 feet. In northwest Florida, declines ranged from less than 1 foot to 2 feet in the sand-and-gravel aquifer. In the southeastern coastal part of the State, levels rose 1 to 2 feet. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri76101","usgsCitation":"Healy, H.G., 1976, Water levels in artesian and nonartesian aquifers of Florida, 1973-74: U.S. Geological Survey Water-Resources Investigations Report 76-101, ix, 115 p. , https://doi.org/10.3133/wri76101.","productDescription":"ix, 115 p. ","costCenters":[],"links":[{"id":158996,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0101/report-thumb.jpg"},{"id":366226,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0101/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -85.20996093749999,\n 24.407137917727667\n ],\n [\n -79.89257812499999,\n 24.407137917727667\n ],\n [\n -79.89257812499999,\n 30.675715404167743\n ],\n [\n -85.20996093749999,\n 30.675715404167743\n ],\n [\n -85.20996093749999,\n 24.407137917727667\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9e0d","contributors":{"authors":[{"text":"Healy, Henry G.","contributorId":89916,"corporation":false,"usgs":true,"family":"Healy","given":"Henry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198408,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27944,"text":"wri7658 - 1976 - Water resources of the Myakka River basin area, southwest Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri7658","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":"76-58","title":"Water resources of the Myakka River basin area, southwest Florida","docAbstract":"Ground water in the Myakka River basin area of southwest Floria is obtained from a water-table aquifer and from five zones in an artesian aquifer. Wells in the water-table aquifer yield generally less than 50 gpm and dissolved solids concentration is less than 500 mg/liter except in coastal areas and the peninsula southwest of the Myakka River estuary. Wells in the Venice area that tap zone 1 usually yield less than 30 gmp. The quality of water is good except in the peninsula area. Zone 2 is the most highly developed aquifer in the heavily populated coastal areas. Wells yield as much as 200 gpm. In most areas, water is of acceptable quality. Wells that tap zone 3 yield as much as 500 gmp. Fluoride concentration ranges from 1 to 3.5 mg/liter. Zone 4 yields as much as 1,500 gpm to large diameter wells. Except in the extreme northeastern part of the area water from zone 4 usually contains high concentrations of fluoride and sulfate. Zone 5 is the most productive aquifer in the area, but dissolved solids concentrations usually are too high for public supply except in the extreme northeast. Surface water derived from natural drainage is of good quality except for occasional high color in summer. Most of the streams in the Myakka River basin area have small drainage basins, are of short channel length, and do not yield high volumes of flow. During the dry season, streamflow is maintained by groundwater discharge, and, as a result, chloride, sulfate, and dissolved solids concentrations and the hardness of the water are above drinking water standards for some streams. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7658","usgsCitation":"Joyner, B.F., and Sutcliffe, H., 1976, Water resources of the Myakka River basin area, southwest Florida: U.S. Geological Survey Water-Resources Investigations Report 76-58, v, 87 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri7658.","productDescription":"v, 87 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124069,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0058/report-thumb.jpg"},{"id":56755,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0058/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478ee4b07f02db489b5a","contributors":{"authors":[{"text":"Joyner, Boyd F.","contributorId":9278,"corporation":false,"usgs":true,"family":"Joyner","given":"Boyd","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198945,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutcliffe, Horace Jr.","contributorId":96725,"corporation":false,"usgs":true,"family":"Sutcliffe","given":"Horace","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":198946,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38662,"text":"pp954C - 1976 - Elemental composition of selected native plants and associated soils from major vegetation-type areas in Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:09:59","indexId":"pp954C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"954","chapter":"C","title":"Elemental composition of selected native plants and associated soils from major vegetation-type areas in Missouri","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Geochemical survey of Missouri","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/pp954C","usgsCitation":"Erdman, J.A., Shacklette, H., and Keith, J.R., 1976, Elemental composition of selected native plants and associated soils from major vegetation-type areas in Missouri: U.S. Geological Survey Professional Paper 954, 86 p., https://doi.org/10.3133/pp954C.","productDescription":"86 p.","costCenters":[],"links":[{"id":120085,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0954c/report-thumb.jpg"},{"id":65491,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0954c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6067fd","contributors":{"authors":[{"text":"Erdman, J. A.","contributorId":59786,"corporation":false,"usgs":true,"family":"Erdman","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":220241,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shacklette, H.T.","contributorId":61813,"corporation":false,"usgs":true,"family":"Shacklette","given":"H.T.","affiliations":[],"preferred":false,"id":220242,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Keith, J. R.","contributorId":46513,"corporation":false,"usgs":true,"family":"Keith","given":"J.","middleInitial":"R.","affiliations":[],"preferred":false,"id":220240,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":61441,"text":"mf719 - 1976 - Preliminary photointerpretation map of landslide and other surficial deposits of the Mount Vaca, Vacaville, and parts of Courtland, Davis, Lake Berryessa, and Woodland 15-minute quadrangles, Napa and Solano counties, California","interactions":[],"lastModifiedDate":"2025-05-14T19:26:11.961712","indexId":"mf719","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"719","title":"Preliminary photointerpretation map of landslide and other surficial deposits of the Mount Vaca, Vacaville, and parts of Courtland, Davis, Lake Berryessa, and Woodland 15-minute quadrangles, Napa and Solano counties, California","docAbstract":"This map presents preliminary information about the distribution and general character of landslides and other surficial deposits. When used in combination with other types of information, such as data on soils, bedrock geology, slopes, seismic response, hydrology, vegetation and climatic variation, it should be easier to arrive at sound decisions regarding the physical aspects of land use. The U.S. Geological Survey is studying many of these factors as part of its San Francisco Bay Regional Environment and Resources Planning Study in cooperation with the Department of Housing and Urban Development.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf719","isbn":"0607801492","usgsCitation":"Sims, J.D., and Frizzell, V.A., 1976, Preliminary photointerpretation map of landslide and other surficial deposits of the Mount Vaca, Vacaville, and parts of Courtland, Davis, Lake Berryessa, and Woodland 15-minute quadrangles, Napa and Solano counties, California: U.S. Geological Survey Miscellaneous Field Studies Map 719, 1 Plate: 39.65 x 44.34 inches, https://doi.org/10.3133/mf719.","productDescription":"1 Plate: 39.65 x 44.34 inches","costCenters":[],"links":[{"id":360467,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0719/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":179733,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/mf/0719/report-thumb.jpg"},{"id":485946,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_3855.htm"}],"country":"United States","state":"California","county":"Napa County, Solano County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122.25,38.75 ], [ -122.25,38.88333333333333 ], [ -121.75,38.88333333333333 ], [ -121.75,38.75 ], [ -122.25,38.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69659e","contributors":{"authors":[{"text":"Sims, John D.","contributorId":60202,"corporation":false,"usgs":true,"family":"Sims","given":"John","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":265648,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frizzell, Virgil A. Jr.","contributorId":46919,"corporation":false,"usgs":true,"family":"Frizzell","given":"Virgil","suffix":"Jr.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":265649,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27932,"text":"wri763 - 1976 - Water supply and waste disposal, Culebra, Puerto Rico","interactions":[],"lastModifiedDate":"2019-07-10T09:50:54","indexId":"wri763","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":"76-3","title":"Water supply and waste disposal, Culebra, Puerto Rico","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri763","usgsCitation":"Jordan, D.G., and Gilbert, B.K., 1976, Water supply and waste disposal, Culebra, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 76-3, v, 31 p. , https://doi.org/10.3133/wri763.","productDescription":"v, 31 p. ","costCenters":[],"links":[{"id":365426,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0003/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159001,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0003/report-thumb.jpg"}],"country":"United States","otherGeospatial":"Culebra, Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -65.37826538085938,\n 18.271086109608877\n ],\n [\n -65.23406982421875,\n 18.271086109608877\n ],\n [\n -65.23406982421875,\n 18.362345911229017\n ],\n [\n -65.37826538085938,\n 18.362345911229017\n ],\n [\n -65.37826538085938,\n 18.271086109608877\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0148","contributors":{"authors":[{"text":"Jordan, Donald George","contributorId":44127,"corporation":false,"usgs":true,"family":"Jordan","given":"Donald","email":"","middleInitial":"George","affiliations":[],"preferred":false,"id":198925,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilbert, Bruce K.","contributorId":60198,"corporation":false,"usgs":true,"family":"Gilbert","given":"Bruce","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":198926,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":66826,"text":"i945 - 1976 - Geologic map of the Rima Hyginus region of the Moon","interactions":[],"lastModifiedDate":"2023-03-15T11:01:53.645281","indexId":"i945","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"945","subseriesTitle":"NONE","title":"Geologic map of the Rima Hyginus region of the Moon","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i945","usgsCitation":"Pike, R., 1976, Geologic map of the Rima Hyginus region of the Moon: U.S. Geological Survey IMAP 945, 1 Plate: 52.00 × 33.33 inches, https://doi.org/10.3133/i945.","productDescription":"1 Plate: 52.00 × 33.33 inches","costCenters":[],"links":[{"id":439007,"rank":4,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P9KJZ12W","text":"USGS data release","linkHelpText":"Geologic map of the Rima Hyginus region of the Moon"},{"id":439006,"rank":4,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P9CI7CR3","text":"USGS data release","linkHelpText":"Interactive Map: USGS IMAP Geologic Map of the Rima Hyginus Region of the Moon"},{"id":188847,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101370,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0945/plate-1.pdf","size":"8748","linkFileType":{"id":1,"text":"pdf"}},{"id":414200,"rank":3,"type":{"id":2,"text":"Additional Report Piece"},"url":"https://doi.org/10.5066/P9CI7CR3","text":"Interactive map","linkHelpText":"- Geologic Map of the Rima Hyginus Region of the Moon, 1:250K. Pike (1976)"}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db6912a8","contributors":{"authors":[{"text":"Pike, R.J.","contributorId":72814,"corporation":false,"usgs":true,"family":"Pike","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":275145,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":66427,"text":"i973A - 1976 - Map showing types of bedrock and surficial deposits in the Telluride Quadrangle, San Miguel, Ouray, and San Juan counties, Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:11:18","indexId":"i973A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"973","subseriesTitle":"NONE","chapter":"A","title":"Map showing types of bedrock and surficial deposits in the Telluride Quadrangle, San Miguel, Ouray, and San Juan counties, Colorado","language":"ENGLISH","doi":"10.3133/i973A","usgsCitation":"Luedke, R.G., and Burbank, W.S., 1976, Map showing types of bedrock and surficial deposits in the Telluride Quadrangle, San Miguel, Ouray, and San Juan counties, Colorado: U.S. Geological Survey IMAP 973, 1 map :col. ;58 x 46 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/i973A.","productDescription":"1 map :col. ;58 x 46 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":255905,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0973a/plate-1.pdf","size":"18048","linkFileType":{"id":1,"text":"pdf"}},{"id":255906,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0973a/report.pdf","size":"25","linkFileType":{"id":1,"text":"pdf"}},{"id":255907,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0973a/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -107.86749999999999,37.8675 ], [ -107.86749999999999,38 ], [ -107.75,38 ], [ -107.75,37.8675 ], [ -107.86749999999999,37.8675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687f9d","contributors":{"authors":[{"text":"Luedke, R. G.","contributorId":33706,"corporation":false,"usgs":true,"family":"Luedke","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":274515,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burbank, W. S.","contributorId":38197,"corporation":false,"usgs":true,"family":"Burbank","given":"W.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":274516,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"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":27868,"text":"wri7617 - 1976 - Magnitude and frequency of floods in North Carolina, technique for estimating the magnitude and frequency of floods on natural streams in North Carolina","interactions":[],"lastModifiedDate":"2019-11-12T14:49:41","indexId":"wri7617","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":"76-17","title":"Magnitude and frequency of floods in North Carolina, technique for estimating the magnitude and frequency of floods on natural streams in North Carolina","docAbstract":"Methods are provided to estimate the magnitude and frequency of floods on natural North Carolina streams with drainage areas greater than 0.5 square mile (1.3 square kilometers). For 257 gaged sites, the magnitudes of floods having recurrence intervals from 2 to 100 years are provided in tables. For ungaged sites, equations, graphs, and maps allow estimation of flood magnitudes. Multiple regression techniques were used to define the relation between flood peaks and seven basin and climatic variables. Drainage area is the most significant variable. Inclusion of the other six variables reduced the standard error of estimate less than 4 percent. Regression equations gave consistently different results for stations in the Coastal Plain than for stations in the mountains and Piedmont. Accordingly, stations were divided into two groups and estimating equations were developed for each geographic area.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7617","usgsCitation":"Jackson, N., 1976, Magnitude and frequency of floods in North Carolina, technique for estimating the magnitude and frequency of floods on natural streams in North Carolina: U.S. Geological Survey Water-Resources Investigations Report 76-17, v, 26 p. , https://doi.org/10.3133/wri7617.","productDescription":"v, 26 p. ","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158817,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0017/report-thumb.jpg"},{"id":369142,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North 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Jr.","contributorId":19600,"corporation":false,"usgs":true,"family":"Jackson","given":"N.M.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":198815,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":66477,"text":"i853E - 1976 - Salt-water fishery resources and shoreline development in the southern Hood Canal area, Washington","interactions":[],"lastModifiedDate":"2025-08-13T16:35:22.578204","indexId":"i853E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"853","chapter":"E","title":"Salt-water fishery resources and shoreline development in the southern Hood Canal area, Washington","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i853E","usgsCitation":"Martinson, R.K., 1976, Salt-water fishery resources and shoreline development in the southern Hood Canal area, Washington: U.S. Geological Survey IMAP 853, 1 Plate: 40.08 x 27.45 inches, https://doi.org/10.3133/i853E.","productDescription":"1 Plate: 40.08 x 27.45 inches","costCenters":[],"links":[{"id":494026,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9721.htm","linkFileType":{"id":5,"text":"html"}},{"id":255934,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0853e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":255936,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0853e/report-thumb.jpg"},{"id":255935,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0853e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","country":"United States","state":"Washington","otherGeospatial":"southern Hood Canal area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -123.2,\n 47.5\n ],\n [\n -123.2,\n 47.317\n ],\n [\n -122.799,\n 47.317\n ],\n [\n -122.799,\n 47.5\n ],\n [\n -123.2,\n 47.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f89","contributors":{"authors":[{"text":"Martinson, R. K.","contributorId":106983,"corporation":false,"usgs":true,"family":"Martinson","given":"R.","middleInitial":"K.","affiliations":[],"preferred":false,"id":274589,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27848,"text":"wri76110 - 1976 - Water-quality investigation, Salinas River, California","interactions":[],"lastModifiedDate":"2019-03-08T12:07:10","indexId":"wri76110","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":"76-110","title":"Water-quality investigation, Salinas River, California","docAbstract":"Concentrations of dissolved solids in the Salinas River are variable and range from 164 to 494 milligrams per liter near Bradley and from 170 to 1,090 milligrams per liter near Spreckels. Higher concentrations near Spreckels are caused mainly by sewage inflow about 150 feet (50 meters) upstream. Concentrations of nitrogen, phosphorus, total organic carbon, selected trace elements, and pesticides also generally increase downstream from Pozo to Spreckels and are related to sewage effluent; however, high concentrations occur elsewhere in the river.
Specific conductance and water discharge regression results indicate that relations were all significant at the 1-percent probability level at Paso Robles, Bradley, and Spreckels, with the explained variance ranging from 66 to 74 percent. Concentrations of nitrogen, phosphorus, total organic carbon, and trace elements are only infrequently related to water discharge.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76110","usgsCitation":"Irwin, G.A., 1976, Water-quality investigation, Salinas River, California: U.S. Geological Survey Water-Resources Investigations Report 76-110, v, 41 p., https://doi.org/10.3133/wri76110.","productDescription":"v, 41 p.","costCenters":[],"links":[{"id":361887,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0110/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158605,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0110/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Salinas River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122,\n 35.5833\n ],\n [\n -120,\n 35.5833\n ],\n [\n -120,\n 36.9\n ],\n [\n -122,\n 36.9\n ],\n [\n -122,\n 35.5833\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa5fc","contributors":{"authors":[{"text":"Irwin, George A.","contributorId":35363,"corporation":false,"usgs":true,"family":"Irwin","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198775,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27847,"text":"wri765 - 1976 - Water-quality investigation, Eel River, California","interactions":[],"lastModifiedDate":"2018-11-02T10:27:50","indexId":"wri765","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":"76-5","title":"Water-quality investigation, Eel River, California","docAbstract":"This report summarizes selected water-quality data collected in the Eel River, Calif., during a reconnaissance study from November 1971 through January 1975. It also includes a summary of the major inorganic chemical data collected near Dos Rios, at South Fork, and at Scotia since the early 1950's. The recent reconnaissance involved data collection for nitrogen, phosphorus, total organic carbon, trace elements, and pesticide compounds in the river at Van Arsdale Dam, near Dos Rios, at Fort Seward, and at Scotia.
The number of samples collected during the special reconnaissance is somewhat limited, and therefore the data are only an estimate of conditions that presently exist at selected sites in the river. Results indicate that most of the constituents were low in concentration; although some variability was measured for some constituents. Sampling was designed so that samples collected at each site would represent a large range in discharge. Results indicate that discharge was not the singular factor controlling the concentration variance for most constituents. However, the concentrations of total ammonia, phosphorus, arsenic, chromium, copper, and zinc indicated a direct relation with discharge at some sites.
Statistical analysis indicates that the past sampling program has been adequate to estimate the major chemical constituents of the river. Specific conductance in the river near its headwaters ranges from 110 to 300 micromhos about 98 percent of the time; and at Scotia, near the mouth, the specific conductance ranges from 110 to 340 micromhos about 98 percent of the time.
Results of regression analyses indicate that between 83 and 88 percent of the variance in specific conductance can be explained by discharge.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri765","usgsCitation":"Irwin, G.A., 1976, Water-quality investigation, Eel River, California: U.S. Geological Survey Water-Resources Investigations Report 76-5, iv, 35 p., https://doi.org/10.3133/wri765.","productDescription":"iv, 35 p.","costCenters":[],"links":[{"id":158604,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0005/report-thumb.jpg"},{"id":359110,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0005/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Eel River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -124.49707031249999,\n 39.33854604847979\n ],\n [\n -122.8,\n 39.33854604847979\n ],\n [\n -122.8,\n 40.896905775860006\n ],\n [\n -124.49707031249999,\n 40.896905775860006\n ],\n [\n -124.49707031249999,\n 39.33854604847979\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e54cc","contributors":{"authors":[{"text":"Irwin, George A.","contributorId":35363,"corporation":false,"usgs":true,"family":"Irwin","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198774,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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. '
No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76847","usgsCitation":"Harbaugh, A.W., and Reilly, T.E., 1976, Analog-model analysis of effects of wastewater management on the groundwater reservoir in Nassau and Suffolk Counties, New York; Report II: Recharge with wastewater: U.S. Geological Survey Open-File Report 76-847, Report: 34 p.; 18 Plates, https://doi.org/10.3133/ofr76847.","productDescription":"Report: 34 p.; 18 Plates","costCenters":[],"links":[{"id":143038,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"250000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683ad9","contributors":{"authors":[{"text":"Harbaugh, Arlen W. harbaugh@usgs.gov","contributorId":426,"corporation":false,"usgs":true,"family":"Harbaugh","given":"Arlen","email":"harbaugh@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":159509,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":159510,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":42660,"text":"ofr76150 - 1976 - Preliminary surficial geologic map of the Glastonbury Quadrangle, Connecticut","interactions":[{"subject":{"id":42660,"text":"ofr76150 - 1976 - Preliminary surficial geologic map of the Glastonbury Quadrangle, Connecticut","indexId":"ofr76150","publicationYear":"1976","noYear":false,"title":"Preliminary surficial geologic map of the Glastonbury Quadrangle, Connecticut"},"predicate":"SUPERSEDED_BY","object":{"id":62667,"text":"gq1354 - 1977 - Surficial geologic map of the Glastonbury quadrangle, Hartford and Middlesex Counties, Connecticut","indexId":"gq1354","publicationYear":"1977","noYear":false,"title":"Surficial geologic map of the Glastonbury quadrangle, Hartford and Middlesex Counties, Connecticut"},"id":1}],"supersededBy":{"id":62667,"text":"gq1354 - 1977 - Surficial geologic map of the Glastonbury quadrangle, Hartford and Middlesex Counties, Connecticut","indexId":"gq1354","publicationYear":"1977","noYear":false,"title":"Surficial geologic map of the Glastonbury quadrangle, Hartford and Middlesex Counties, Connecticut"},"lastModifiedDate":"2012-02-02T00:11:11","indexId":"ofr76150","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":"76-150","title":"Preliminary surficial geologic map of the Glastonbury Quadrangle, Connecticut","language":"ENGLISH","doi":"10.3133/ofr76150","usgsCitation":"Langer, W.H., 1976, Preliminary surficial geologic map of the Glastonbury Quadrangle, Connecticut: U.S. Geological Survey Open-File Report 76-150, 2 maps., https://doi.org/10.3133/ofr76150.","productDescription":"2 maps.","costCenters":[],"links":[{"id":176511,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"24000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aabe4b07f02db669abd","contributors":{"authors":[{"text":"Langer, William H. blanger@usgs.gov","contributorId":1241,"corporation":false,"usgs":true,"family":"Langer","given":"William","email":"blanger@usgs.gov","middleInitial":"H.","affiliations":[{"id":387,"text":"Mineral Resources Program","active":true,"usgs":true}],"preferred":false,"id":226898,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":40128,"text":"ofr76279 - 1976 - Correlation of shallow lignite beds in the Denver Formation near Watkins, Colorado, using lithologic and gamma ray logs","interactions":[],"lastModifiedDate":"2012-02-02T00:10:37","indexId":"ofr76279","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":"76-279","title":"Correlation of shallow lignite beds in the Denver Formation near Watkins, Colorado, using lithologic and gamma ray logs","language":"ENGLISH","doi":"10.3133/ofr76279","usgsCitation":"Sanchez, J., 1976, Correlation of shallow lignite beds in the Denver Formation near Watkins, Colorado, using lithologic and gamma ray logs: U.S. Geological Survey Open-File Report 76-279, 2 maps., https://doi.org/10.3133/ofr76279.","productDescription":"2 maps.","costCenters":[],"links":[{"id":97543,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0279/plate-1_a.pdf","size":"3019","linkFileType":{"id":1,"text":"pdf"}},{"id":97544,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0279/plate-1_b.pdf","size":"2618","linkFileType":{"id":1,"text":"pdf"}},{"id":97545,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0279/plate-2_a.pdf","size":"4050","linkFileType":{"id":1,"text":"pdf"}},{"id":97546,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0279/plate-2_b.pdf","size":"3236","linkFileType":{"id":1,"text":"pdf"}},{"id":173316,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db6845b1","contributors":{"authors":[{"text":"Sanchez, J. D.","contributorId":35292,"corporation":false,"usgs":true,"family":"Sanchez","given":"J. D.","affiliations":[],"preferred":false,"id":223017,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":67459,"text":"i867 - 1976 - Geologic map of the Yaquina and Toledo quadrangles, Lincoln County, Oregon","interactions":[{"subject":{"id":41118,"text":"ofr72352 - 1972 - Preliminary bedrock geologic map of the Yaquina and Toledo quadrangles, Oregon","indexId":"ofr72352","publicationYear":"1972","noYear":false,"title":"Preliminary bedrock geologic map of the Yaquina and Toledo quadrangles, Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":67459,"text":"i867 - 1976 - Geologic map of the Yaquina and Toledo quadrangles, Lincoln County, Oregon","indexId":"i867","publicationYear":"1976","noYear":false,"title":"Geologic map of the Yaquina and Toledo quadrangles, Lincoln County, Oregon"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:27","indexId":"i867","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"867","subseriesTitle":"NONE","title":"Geologic map of the Yaquina and Toledo quadrangles, Lincoln County, Oregon","language":"ENGLISH","doi":"10.3133/i867","usgsCitation":"Snavely, P.D., MacLeod, N.S., Wagner, H.C., and Rau, W.W., 1976, Geologic map of the Yaquina and Toledo quadrangles, Lincoln County, Oregon: U.S. Geological Survey IMAP 867, 1 map :col. ;44 x 53 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/i867.","productDescription":"1 map :col. ;44 x 53 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":107019,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9769.htm","linkFileType":{"id":5,"text":"html"},"description":"9769"},{"id":185786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"62500","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.16666666666667,44.5 ], [ -124.16666666666667,44.75 ], [ -123.75,44.75 ], [ -123.75,44.5 ], [ -124.16666666666667,44.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688b87","contributors":{"authors":[{"text":"Snavely, P. 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