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,{"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":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":28355,"text":"wri7665 - 1976 - Hydrologic relations between lakes and aquifers in a recharge area near Orlando, Florida","interactions":[],"lastModifiedDate":"2022-01-06T21:55:44.450842","indexId":"wri7665","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":"76-65","title":"Hydrologic relations between lakes and aquifers in a recharge area near Orlando, Florida","docAbstract":"The three lakes investigated in Orange County, Florida, gain water from adjoining water-table aquifer and lose water to Floridan aquifer by downward leakage. Net seepage (net exchange of water between lake and aquifers) can be estimated by equation S = AX + BY, where S is net seepage, X represents hydraulic gradient between lake and water-table aquifer, A is lumped parameter representing effect of hydraulic conductivity and cross-sectional area of materials in flow section of water-table aquifer, Y is head difference between lake level and potentiometric surface of Floridan aquifer, and B is lumped parameter representing effect of hydraulic conductivity, area, and thickness of materials between lake bottom and Floridan aquifer. If values of S, X, and Y are available for two contrasting water-level conditions, coefficients A and B are determinable by solution of two simultaneous equations. If the relation between lake and ground-water level is the same on all sides of the lake--with regard to each aquifer--and if X and Y are truly representative of these relations, then X and Y terms of equation provide valid estimates of inflow to lake from water-table aquifer and outflow from lake to Floridan aquifer. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7665","usgsCitation":"Lichtler, W.F., Hughes, G., and Pfischner, F.L., 1976, Hydrologic relations between lakes and aquifers in a recharge area near Orlando, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-65, vi, 61 p., https://doi.org/10.3133/wri7665.","productDescription":"vi, 61 p.","costCenters":[],"links":[{"id":57160,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0065/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124137,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0065/report-thumb.jpg"},{"id":393990,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35080.htm"}],"country":"United States","state":"Florida","city":"Orlando","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.75,\n              28.334\n            ],\n            [\n              -80.833,\n              28.334\n            ],\n            [\n              -80.833,\n              28.75\n            ],\n            [\n              -81.75,\n              28.75\n            ],\n            [\n              -81.75,\n              28.334\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605530","contributors":{"authors":[{"text":"Lichtler, William F.","contributorId":17612,"corporation":false,"usgs":true,"family":"Lichtler","given":"William","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199652,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hughes, G.H.","contributorId":73975,"corporation":false,"usgs":true,"family":"Hughes","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":199653,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pfischner, F. L.","contributorId":77968,"corporation":false,"usgs":true,"family":"Pfischner","given":"F.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199654,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":65961,"text":"i975 - 1976 - Topographic map of the Margaritifer Sinus Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-10T00:11:09","indexId":"i975","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":"975","subseriesTitle":"NONE","title":"Topographic map of the Margaritifer Sinus Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i975","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Topographic map of the Margaritifer Sinus Quadrangle of Mars: U.S. Geological Survey IMAP 975, 1 map :col. ;37 x 54 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/i975.","productDescription":"1 map :col. ;37 x 54 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":189164,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101272,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0975/plate-1.pdf","size":"4378","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -45,-30 ], [ -45,0 ], [ 0,0 ], [ 0,-30 ], [ -45,-30 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629ccf","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534314,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65948,"text":"i985 - 1976 - Topographic map of the Argyre Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:10","indexId":"i985","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":"985","subseriesTitle":"NONE","title":"Topographic map of the Argyre Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i985","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Topographic map of the Argyre Quadrangle of Mars: U.S. Geological Survey IMAP 985, 1 map :col. ;on sheet 86 x 83 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/i985.","productDescription":"1 map :col. ;on sheet 86 x 83 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190338,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101260,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0985/plate-1.pdf","size":"4736","linkFileType":{"id":1,"text":"pdf"}}],"scale":"46000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ca3","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534301,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":65938,"text":"i978 - 1976 - Topographic map of the Oxia Palus Quadrangle of Mars","interactions":[],"lastModifiedDate":"2012-02-10T00:11:05","indexId":"i978","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":"978","subseriesTitle":"NONE","title":"Topographic map of the Oxia Palus Quadrangle of Mars","language":"ENGLISH","doi":"10.3133/i978","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Topographic map of the Oxia Palus Quadrangle of Mars: U.S. Geological Survey IMAP 978, 1 map :col. ;37 x 53 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/i978.","productDescription":"1 map :col. ;37 x 53 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":190048,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101250,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0978/plate-1.pdf","size":"3824","linkFileType":{"id":1,"text":"pdf"}}],"scale":"5000000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 0,0 ], [ 0,30 ], [ 45,30 ], [ 45,0 ], [ 0,0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629c70","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":534291,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66744,"text":"i845K - 1976 - Map showing distribution of recoverable ground water in the Phoenix area, Arizona","interactions":[],"lastModifiedDate":"2025-08-08T20:25:10.290867","indexId":"i845K","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":"845","chapter":"K","title":"Map showing distribution of recoverable ground water in the Phoenix area, Arizona","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i845K","usgsCitation":"Osterkamp, W.R., and Ross, P.P., 1976, Map showing distribution of recoverable ground water in the Phoenix area, Arizona: U.S. Geological Survey IMAP 845, 1 Plate: 38.82 x 26.29 inches, https://doi.org/10.3133/i845K.","productDescription":"1 Plate: 38.82 x 26.29 inches","costCenters":[],"links":[{"id":493906,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9698.htm","linkFileType":{"id":5,"text":"html"}},{"id":256065,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0845k/report-thumb.jpg"},{"id":256064,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0845k/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":256063,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0845k/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Arizona","city":"Phoenix","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -113,\n              33.921\n            ],\n            [\n              -113,\n              32.75\n            ],\n            [\n              -110.906,\n              32.75\n            ],\n            [\n              -110.906,\n              33.921\n            ],\n            [\n              -113,\n              33.921\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9fe4b07f02db660f6c","contributors":{"authors":[{"text":"Osterkamp, W. R.","contributorId":46044,"corporation":false,"usgs":true,"family":"Osterkamp","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":275002,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ross, P. P.","contributorId":78742,"corporation":false,"usgs":true,"family":"Ross","given":"P.","middleInitial":"P.","affiliations":[],"preferred":false,"id":275003,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30423,"text":"wri7627 - 1976 - Operation and maintenance of a deep-well water-level measurement device, the \"Iron Horse\"","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri7627","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":"76-27","title":"Operation and maintenance of a deep-well water-level measurement device, the \"Iron Horse\"","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7627","usgsCitation":"Weir, J., and Nelson, J., 1976, Operation and maintenance of a deep-well water-level measurement device, the \"Iron Horse\": U.S. Geological Survey Water-Resources Investigations Report 76-27, iv, 28 p. :ill. ;28 cm., https://doi.org/10.3133/wri7627.","productDescription":"iv, 28 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159809,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0027/report-thumb.jpg"},{"id":59191,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af1e4b07f02db6917f8","contributors":{"authors":[{"text":"Weir, J. E.","contributorId":88715,"corporation":false,"usgs":true,"family":"Weir","given":"J. E.","affiliations":[],"preferred":false,"id":203223,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nelson, J.W.","contributorId":9995,"corporation":false,"usgs":true,"family":"Nelson","given":"J.W.","email":"","affiliations":[],"preferred":false,"id":203222,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8738,"text":"ofr76543 - 1976 - Soil moisture in the Black River Basin, New York, during 1972-73: International Field Year for the Great Lakes (IFYGL)","interactions":[],"lastModifiedDate":"2012-02-02T00:06:18","indexId":"ofr76543","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":"76-543","title":"Soil moisture in the Black River Basin, New York, during 1972-73: International Field Year for the Great Lakes (IFYGL)","docAbstract":"Soil-moisture data were collected and analyzed to provide an estimate of the quantity of water in temporary storage in the Black River Basin, New York, during the International Field Year for the Great Lakes (IFYGL) (April 1, 1972 to March 31, 1973). A portable neutron logger was used to record monthly soil-moisture profiles in the unsaturated zone at 11 sites in the basin. Moisture content, computed in inches of depth over the basin, ranged from 51.41 inches in April to 37.62 inches in August. Thickness of the unsaturated zone was greatest in April and was least in June. The observed absence of a pulse, or wave, of moisture moving down through the soil at most sites may be due to the infrequency of measurements, the location of sites in sandy, well-drained areas, and a relatively constant source of moisture (precipitation) at the surface. The study does not indicate a strong correlation between volume of snowmelt and soil-moisture; this may be due to the high porosity and permeability of soil material at the observation sites. Although nine pairs of monthly basin runoff and soil-moisture content data during IFYGL has a linear correlation coefficient of 0.82, too few data are available to develop a statistical relationship. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76543","usgsCitation":"Embree, W.N., 1976, Soil moisture in the Black River Basin, New York, during 1972-73: International Field Year for the Great Lakes (IFYGL): U.S. Geological Survey Open-File Report 76-543, iv, 33 leaves :ill., maps ;27 cm.; (53 p. - PGS), https://doi.org/10.3133/ofr76543.","productDescription":"iv, 33 leaves :ill., maps ;27 cm.; (53 p. - PGS)","costCenters":[],"links":[{"id":142874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699ef7","contributors":{"authors":[{"text":"Embree, William N.","contributorId":41428,"corporation":false,"usgs":true,"family":"Embree","given":"William","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":158240,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":43604,"text":"ofr76104 - 1976 - Land use and land cover and associated maps for Goodland, Kans.","interactions":[],"lastModifiedDate":"2012-02-02T00:11:02","indexId":"ofr76104","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":"76-104","title":"Land use and land cover and associated maps for Goodland, Kans.","language":"ENGLISH","doi":"10.3133/ofr76104","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Land use and land cover and associated maps for Goodland, Kans.: U.S. Geological Survey Open-File Report 76-104, 6 maps ;45 x 70 cm., https://doi.org/10.3133/ofr76104.","productDescription":"6 maps ;45 x 70 cm.","costCenters":[],"links":[{"id":168746,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1271","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531260,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22104,"text":"ofr76678 - 1976 - Redwood National Park studies; data release number 2, Redwood Creek, Humboldt County, and Mill Creek, Del Norte County, California, April 11, 1974-September 30, 1975","interactions":[],"lastModifiedDate":"2012-02-02T00:07:52","indexId":"ofr76678","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":"76-678","title":"Redwood National Park studies; data release number 2, Redwood Creek, Humboldt County, and Mill Creek, Del Norte County, California, April 11, 1974-September 30, 1975","docAbstract":"An interdisciplinary study has been undertaken in Redwood National Park, Calif., to describe parts of the ecosystems and recent changes in the intensity of erosion and sedimentation, define processes that may alter the natural ecosystems, and assess the impact of recent road construction and timber harvest. This report is the second of a series that will present data collected in this study. Stream-discharge and water-quality data were collected at 53 sampling stations in the Redwood Creek and Mill Creek drainage basins. Measurements included the following variables: Stream stage and discharge; turbidity; sediment; onsite water-quality determinations of temperature, pH , total alkalinity, specific conductance, and dissolved-oxxygen concentration; chemical analyses of water samples for major dissolved solids, selected trace elements, nitrogen, phosphorus, and organic carbon; chemical analyses of bottom sediment for organic carbon and pesticides; bacteria; benthic invertebrates; fish; periphyton; phytoplankton; and seston. Additional data include changes in geometry at 10 stream-channel cross sections along Mill Creek and the distribution of erosional landforms in the Mill Creek drainage basin; quantity and chemical composition of rainwater; and the intragravel-streambed condition at selected stations in the Redwood Creek drainage basin. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr76678","issn":"0094-9140","usgsCitation":"Iwatsubo, R.T., Nolan, K., Harden, D., and Glysson, G., 1976, Redwood National Park studies; data release number 2, Redwood Creek, Humboldt County, and Mill Creek, Del Norte County, California, April 11, 1974-September 30, 1975: U.S. Geological Survey Open-File Report 76-678, v, 247 p. :ill., maps ;27 cm.; (220 p. - PGS), https://doi.org/10.3133/ofr76678.","productDescription":"v, 247 p. :ill., maps ;27 cm.; (220 p. - PGS)","costCenters":[],"links":[{"id":154734,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0678/report-thumb.jpg"},{"id":51547,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0678/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":51548,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0678/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":51549,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0678/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":51550,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0678/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":51551,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0678/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db63520c","contributors":{"authors":[{"text":"Iwatsubo, Rick T.","contributorId":11602,"corporation":false,"usgs":true,"family":"Iwatsubo","given":"Rick","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":187087,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nolan, K.M.","contributorId":36151,"corporation":false,"usgs":true,"family":"Nolan","given":"K.M.","affiliations":[],"preferred":false,"id":187089,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Harden, D.R.","contributorId":53399,"corporation":false,"usgs":true,"family":"Harden","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":187090,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Glysson, G.D.","contributorId":16430,"corporation":false,"usgs":true,"family":"Glysson","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":187088,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":68296,"text":"ha581 - 1976 - Teton Dam flood of June 1976, Pingree quadrangle, Idaho","interactions":[],"lastModifiedDate":"2013-11-12T14:41:37","indexId":"ha581","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"581","title":"Teton Dam flood of June 1976, Pingree quadrangle, Idaho","docAbstract":"The failure of the Teton Dam caused extreme flooding along the Teton River, Henrys Fork, and Snake River in southeastern Idaho on June 5-8, 1976. No flooding occurred downstream from American Falls Reservoir. The inundated areas and maximum water-surface elevations are shown in a series of 17 hydrologic atlases. The area covered by the atlases extends from Teton Dam downstream to American Falls Reservoir, a distance of 100 miles. The extent of flooding shown on the maps was obtained by field inspections and aerial photographs made during and immediately after the flood. There may be small isolated areas within the boundaries shown that were not flooded, but the identification of these sites was beyond the scope of the study. The elevation data shown are mean-sea-level elevations of high-water marks identified in the field. This particular map (in the 17-map series) shows conditions in the Pingree quadrangle. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha581","usgsCitation":"Hubbard, L.L., and Bartells, J.H., 1976, Teton Dam flood of June 1976, Pingree quadrangle, Idaho: U.S. Geological Survey Hydrologic Atlas 581, 1 Plate: 21.00 x 27.00 inches, https://doi.org/10.3133/ha581.","productDescription":"1 Plate: 21.00 x 27.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":186222,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89723,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/581/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","projection":"Polyconic projection","datum":"1927 North American Datum","country":"United States","state":"Idaho","otherGeospatial":"Pingree Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.625,43.0 ], [ -112.625,43.125 ], [ -112.5,43.125 ], [ -112.5,43.0 ], [ -112.625,43.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683c78","contributors":{"authors":[{"text":"Hubbard, Larry L.","contributorId":91492,"corporation":false,"usgs":true,"family":"Hubbard","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":277983,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bartells, John H.","contributorId":54240,"corporation":false,"usgs":true,"family":"Bartells","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277982,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68295,"text":"ha580 - 1976 - Teton Dam flood of June 1976, Moreland quadrangle, Idaho","interactions":[],"lastModifiedDate":"2013-11-12T14:37:56","indexId":"ha580","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"580","title":"Teton Dam flood of June 1976, Moreland quadrangle, Idaho","docAbstract":"The failure of the Teton Dam caused extreme flooding along the Teton River, Henrys Fork, and Snake River in southeastern Idaho on June 5-8, 1976. No flooding occurred downstream from American Falls Reservoir. The inundated areas and maximum water-surface elevations are shown in a series of 17 hydrologic atlases. The aea covered by the atlases extends from Teton Dam downstream to American Falls Reservoir, a distance of 100 miles. The extent of flooding shown on the maps was obtained by field inspections and aerial photographs made during and immediately after the flood. There may be small isolated areas within the boundaries shown that were not flooded, but the identification of these sites was beyond the scope of the study. The elevation data shown are mean-sea-level elevations of high-water marks identified in the field. This particular map (in the 17-map series) shows conditions in the Moreland quadrangle. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha580","usgsCitation":"Hubbard, L.L., and Bartells, J.H., 1976, Teton Dam flood of June 1976, Moreland quadrangle, Idaho: U.S. Geological Survey Hydrologic Atlas 580, 1 Plate: 21.00 x 27.00 inches, https://doi.org/10.3133/ha580.","productDescription":"1 Plate: 21.00 x 27.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":186140,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89722,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/580/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","datum":"1927 North American Datum","country":"United States","state":"Idaho","otherGeospatial":"Moreland Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.5,43.125 ], [ -112.5,43.25 ], [ -112.375,43.25 ], [ -112.375,43.125 ], [ -112.5,43.125 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db68417b","contributors":{"authors":[{"text":"Hubbard, Larry L.","contributorId":91492,"corporation":false,"usgs":true,"family":"Hubbard","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":277981,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bartells, John H.","contributorId":54240,"corporation":false,"usgs":true,"family":"Bartells","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277980,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":43603,"text":"ofr76116 - 1976 - Land use and land cover and associated maps for San Diego, Calif.","interactions":[],"lastModifiedDate":"2012-02-02T00:11:02","indexId":"ofr76116","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":"76-116","title":"Land use and land cover and associated maps for San Diego, Calif.","language":"ENGLISH","doi":"10.3133/ofr76116","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Land use and land cover and associated maps for San Diego, Calif.: U.S. Geological Survey Open-File Report 76-116, 5 maps., https://doi.org/10.3133/ofr76116.","productDescription":"5 maps.","costCenters":[],"links":[{"id":168745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af3ae","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531259,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":42397,"text":"ofr76458 - 1976 - Preliminary map showing potential for copper deposits in the Tucson 2° quadrangle, Arizona","interactions":[{"subject":{"id":42396,"text":"ofr74143 - 1974 - Preliminary map showing potential for copper deposits in the east half of the Tuscon 2 degrees Quadrangle, Arizona","indexId":"ofr74143","publicationYear":"1974","noYear":false,"title":"Preliminary map showing potential for copper deposits in the east half of the Tuscon 2 degrees Quadrangle, Arizona"},"predicate":"SUPERSEDED_BY","object":{"id":42397,"text":"ofr76458 - 1976 - Preliminary map showing potential for copper deposits in the Tucson 2° quadrangle, Arizona","indexId":"ofr76458","publicationYear":"1976","noYear":false,"title":"Preliminary map showing potential for copper deposits in the Tucson 2° quadrangle, Arizona"},"id":1}],"lastModifiedDate":"2021-10-04T21:36:17.206562","indexId":"ofr76458","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":"76-458","title":"Preliminary map showing potential for copper deposits in the Tucson 2° quadrangle, Arizona","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr76458","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Preliminary map showing potential for copper deposits in the Tucson 2° quadrangle, Arizona: U.S. Geological Survey Open-File Report 76-458, 1 Plate: 42.28 × 24.31 inches, https://doi.org/10.3133/ofr76458.","productDescription":"1 Plate: 42.28 × 24.31 inches","costCenters":[],"links":[{"id":80161,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0458/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":135281,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":390220,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15339.htm"}],"scale":"250000","country":"United States","state":"Arizona","otherGeospatial":"Tucson 2° quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112,\n              32\n            ],\n            [\n              -110,\n              32\n            ],\n            [\n              -110,\n              33\n            ],\n            [\n              -112,\n              33\n            ],\n            [\n              -112,\n              32\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d66a","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":530922,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25120,"text":"cir717D - 1976 - Seismic engineering progress report, October-December 1975","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"cir717D","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":"717","chapter":"D","title":"Seismic engineering progress report, October-December 1975","language":"ENGLISH","doi":"10.3133/cir717D","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Seismic engineering progress report, October-December 1975: U.S. Geological Survey Circular 717, 16 p., https://doi.org/10.3133/cir717D.","productDescription":"16 p.","costCenters":[],"links":[{"id":118775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1976/0717d/report-thumb.jpg"},{"id":54100,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1976/0717d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f4f","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529178,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":43611,"text":"ofr76105 - 1976 - Land use and land cover and associated maps for Great Bend, Kans.","interactions":[],"lastModifiedDate":"2012-02-02T00:10:30","indexId":"ofr76105","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":"76-105","title":"Land use and land cover and associated maps for Great Bend, Kans.","language":"ENGLISH","doi":"10.3133/ofr76105","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1976, Land use and land cover and associated maps for Great Bend, Kans.: U.S. Geological Survey Open-File Report 76-105, 6 maps ;45 x 71 cm., https://doi.org/10.3133/ofr76105.","productDescription":"6 maps ;45 x 71 cm.","costCenters":[],"links":[{"id":173353,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b11d9","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531267,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68294,"text":"ha577 - 1976 - Teton Dam flood of June 1976, Firth quadrangle, Idaho","interactions":[],"lastModifiedDate":"2013-11-12T14:20:50","indexId":"ha577","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"577","title":"Teton Dam flood of June 1976, Firth quadrangle, Idaho","docAbstract":"The failure of the Teton Dam caused extreme flooding along the Teton River, Henrys Fork, and Snake River in southeastern Idaho on June 5-8, 1976. No flooding occurred downstream from American Falls Reservoir. The inundated areas and maximum water-surface elevations are shown in a series of 17 hydrologic atlases. The area covered by the atlases extends from Teton Dam downstream to American Falls Reservoir, a distance of 100 miles. The extent of flooding shown on the maps was obtained by field inspections and aerial photographs made during and immediately after the flood. There may be small isolated areas within the boundaries shown that were not flooded, but the identification of these sites was beyond the scope of the study. The elevation data shown are mean-sea-level elevations of high-water marks identified in the field. This particular map (in the 17-map series) shows conditions in the Firth quadrangle. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha577","usgsCitation":"Hubbard, L.L., and Bartells, J.H., 1976, Teton Dam flood of June 1976, Firth quadrangle, Idaho: U.S. Geological Survey Hydrologic Atlas 577, 1 Plate: 21.00 x 27.00 inches, https://doi.org/10.3133/ha577.","productDescription":"1 Plate: 21.00 x 27.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":186624,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89721,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/577/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","projection":"Polyconic projection","datum":"1927 North American Datum","country":"United States","state":"Idaho","otherGeospatial":"Firth Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.25,43.25 ], [ -112.25,43.375 ], [ -112.125,43.375 ], [ -112.125,43.25 ], [ -112.25,43.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db6843a4","contributors":{"authors":[{"text":"Hubbard, Larry L.","contributorId":91492,"corporation":false,"usgs":true,"family":"Hubbard","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":277979,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bartells, John H.","contributorId":54240,"corporation":false,"usgs":true,"family":"Bartells","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277978,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2318,"text":"wsp2043 - 1976 - Water in carbonate rocks of the Madison Group in southeastern Montana: A preliminary evaluation","interactions":[],"lastModifiedDate":"2022-12-09T21:53:53.074397","indexId":"wsp2043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2043","title":"Water in carbonate rocks of the Madison Group in southeastern Montana: A preliminary evaluation","docAbstract":"The Madison Group of Mississippian age comprises, from oldest to youngest, the Lodgepole and Mission Canyon Limestones and the Charles Formation. The Madison crops out in the Bighorn and Pryor Mountains and in the mountains west of the study area. These rocks consist of cyclically deposited normal-marine carbonates and restricted-marine carbonates and evaporites. The Madison ranges in thickness from about 700 feet (210 metres) in the Bighorn Mountains to about 2,000 feet (610 metres) in the Williston basin. The top of the Madison ranges in depth from land surface in the mountains to about 10,000 feet (3,000 metres) below land surface along the MontanaWyoming border. \r\n\r\nThe potentiometric surface of water in the Madison Group slopes northeastward from the outcrops. Potentiometric lows occur in the Cat Creek anticline-Porcupine dome area along the Bighorn River and at the north end of Powder River basin. Potentiometric highs occur in outcrop areas, on the interstream divide between the Bighorn, Tongue, and Yellowstone Rivers, and along the Cedar Creek anticline. The potentiometric surface ranges from 1,200 feet (370 metres) below land surface in the topographically high areas in the southern part of the area to 1,000 feet (300 metres) above land surface along the Yellowstone River. \r\n\r\nYields from wells range from about 50 gallons per minute (3 litres per second) at several places to a reported 1,400 gallons per minute (88 litres per second) from a flowing well on the north side of the Porcupine dome. Yields estimated or reported from drill-stem tests range from about 1 to 157 gallons per minute {0.1 to 9.9 litres per second). Water from the Madison generally contains less than 3,000 milligrams per litre dissolved solids south of T. 1 N., and from 3,000 to 10,000 milligrams per litre in most of the remaining area; in the Williston basin the concentration increases to more than 100,000 milligrams per litre. In the southeastern and southwestern parts of the area, calcium, magnesium, and sulfate ions constitute more than 75 percent of the dissolved constituents, in milliequivalents per litre. North of about T. 8 N., sodium, potassium, and chloride ions constitute more than 50 percent of the dissolved constituents; in the Williston basin, sodium, potassium, and chloride ions constitute more than 75 percent of the total.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2043","usgsCitation":"Miller, W.R., 1976, Water in carbonate rocks of the Madison Group in southeastern Montana: A preliminary evaluation: U.S. Geological Survey Water Supply Paper 2043, Report: v, 51 p.; Table, https://doi.org/10.3133/wsp2043.","productDescription":"Report: v, 51 p.; Table","costCenters":[],"links":[{"id":28158,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2043/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":94720,"rank":2,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/wsp/2043/plate-table_2.pdf","text":"Table 2","size":"1030","linkFileType":{"id":1,"text":"pdf"}},{"id":410241,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25545.htm","linkFileType":{"id":5,"text":"html"}},{"id":137858,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2043/report-thumb.jpg"}],"country":"United States","state":"Montana","otherGeospatial":"Madison Group","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -108.5,\n              47.517\n            ],\n            [\n              -108.5,\n              45\n            ],\n            [\n              -104.0540,\n              45\n            ],\n            [\n              -104.0540,\n              47.517\n            ],\n            [\n              -108.5,\n              47.517\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624957","contributors":{"authors":[{"text":"Miller, W. Roger","contributorId":60191,"corporation":false,"usgs":true,"family":"Miller","given":"W.","email":"","middleInitial":"Roger","affiliations":[],"preferred":false,"id":145006,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10751,"text":"ofr76536 - 1976 - The potentiometric surface of the Magothy Aquifer on Long Island, New York, in March 1975","interactions":[],"lastModifiedDate":"2012-02-02T00:06:23","indexId":"ofr76536","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":"76-536","title":"The potentiometric surface of the Magothy Aquifer on Long Island, New York, in March 1975","docAbstract":"A map showing the potentiometric surface of the Magothy aquifer was drawn from water-level measurements made in March 1975. These measurements indicated a range in altitude of the potentiometric surface from more than 25 feet (7.62 metres) below mean sea level in Queens County to more than 80 feet (24.38 metres) above mean sea level in Nassau County.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76536","usgsCitation":"Prince, K.R., 1976, The potentiometric surface of the Magothy Aquifer on Long Island, New York, in March 1975: U.S. Geological Survey Open-File Report 76-536, 12 leaves :fold. maps(in pocket) ;29 cm.; (1 sheet, scale 1:125,000 - PGS), https://doi.org/10.3133/ofr76536.","productDescription":"12 leaves :fold. maps(in pocket) ;29 cm.; (1 sheet, scale 1:125,000 - PGS)","costCenters":[],"links":[{"id":143577,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1976/0536/report-thumb.jpg"},{"id":38556,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1976/0536/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":38557,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1976/0536/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"25000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd2ce","contributors":{"authors":[{"text":"Prince, Keith R. krprince@usgs.gov","contributorId":1413,"corporation":false,"usgs":true,"family":"Prince","given":"Keith","email":"krprince@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":161901,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28916,"text":"wri7620 - 1976 - Recycling ground water in Waushara County, Wisconsin : resource management for cold-water fish hatcheries","interactions":[],"lastModifiedDate":"2018-03-26T15:36:09","indexId":"wri7620","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":"76-20","title":"Recycling ground water in Waushara County, Wisconsin : resource management for cold-water fish hatcheries","docAbstract":"<p>Recycling water within the local ground-water system can increase the quantity of water available for use, control or avoid environmental pollution, and control temperature of the water supply. Pumped ground water supplied a fish-rearing facility for 15 months, and the waste water recharged the local ground-water system through an infiltration pond. Eighty-three percent of the recharged water returned to the well (recycled). Make-up water from the ground-water system provided the remaining 17 percent.</p>\n<p>Pumping 300 gallons per minute (20 litres per second), combined with recycling, resulted in water-level declines equivalent to a pumping rate of approximately 50 gallons per minute (3 litres per second). Using this effective pumping rate in the Theis nonequilibrium equation resulted in predicted drawdowns within 0.5 foot (0.2 metres) of those observed throughout the 15-month period.</p>\n<p>The concentration of nitrate in the water supply increased only slightly during the 15 months of recycling. Nitrate levels in a closed recycling system (100 percent recycling efficiency) would have reached 9 milligrams per litre, but observed levels did not exceed 4 milligrams per litre, and at the end of the recycling period they were lower than the initial levels. Mass-balance equations relate observed nitrate levels to the loading imposed on the system, the pumping rate, the volume of ground water affected by recycling, and the recycling efficiency. The equations predict nitrate concentrations (or other ions not attenuated by movement through the unsaturated part of the aquifer) within 1 milligram per litre of observed concentrations except during periods when nutrients are used in plant growth. The method does not account for nutrients utilized by aquatic vegetation in the infiltration pond, so that observed levels would usually be even lower than predicted. The predicted response of the local groundwater system to a nutrient loading equivalent to that generated by a hatchery producing approximately 100,000 pounds (50,000 kilograms) of trout and salmon per year indicates that maximum nitrate levels would remain significantly below the limit established by the State of Wisconsin (and the U.S. Public Health Service, 1962) for drinking water.</p>\n<p>The water-supply temperature can be maintained within the optimum range for trout and salmon rearing (10.0&deg; to 15.5&deg;C or 50&deg; to 60&deg;F) during recycling. Continuous recycling during the study period resulted in watersupply temperatures ranging between 7.0&deg; and 14.0&deg;C (45&deg; and 57&deg;F). Longterm continuous recycling would result in water-supply temperatures ranging between 7.0&deg; and 14.5&deg;C (45&deg; and 58&deg;F). Selective recycling (recycling water for only 8 months of the year) would provide water-supply temperatures ranging from 9.5&deg; to 15.5&deg;C (49&deg; to 60&deg;F).</p>\n<p>A permanent recharge pond with supplementary ponds would fulfill the needs of a hatchery development at the Greenwood Wildlife Refuge site, Waushara County, Wisconsin, and insure protection of the ground-water system. Eighty percent or more of the water pumped could be recycled by recharging waste water near the supply well. Selective recycling (recharging water to the ground-water system outside the zone of recycling during approximately 4 months of each year) could maintain optimum water-supply temperatures, reduce water-level declines by 50 percent (compared to no recycling), maintain nitrate levels in the water supply below limits established for drinking water supplies, and minimize the effect of water-supply development on the regional ground-water system.</p>\n<p>Other recharge-recycling schemes can also be evaluated. Estimating the recycling efficiency (of recharge ponds, trenches, spreading areas, or irrigated fields) provides a basis for predicting water-level declines, the concentration of conservative ions (conservative in the sense that no reaction other than mixing occurs to change the character of the ion being considered) in the water supply and in the regional ground-water system, and the temperature of the water supply. Hatchery development and management schemes can be chosen to optimize hatchery productivity or minimize operation costs while protecting the ground-water system.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7620","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Novitzki, R., 1976, Recycling ground water in Waushara County, Wisconsin : resource management for cold-water fish hatcheries: U.S. Geological Survey Water-Resources Investigations Report 76-20, vi, 60 p., https://doi.org/10.3133/wri7620.","productDescription":"vi, 60 p.","numberOfPages":"68","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":57788,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159132,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0020/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Waushara County","otherGeospatial":"Greenwood Wildlife Refuge","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.5977,44.2458],[-89.488,44.244],[-89.4835,44.244],[-89.3649,44.2439],[-89.3464,44.2439],[-89.2469,44.2438],[-89.2245,44.2433],[-89.1288,44.243],[-89.104,44.243],[-89.007,44.2426],[-88.9821,44.243],[-88.8871,44.2426],[-88.8859,44.1587],[-88.8882,44.1136],[-88.8861,44.0713],[-88.8862,43.9833],[-88.944,43.9836],[-89.0063,43.9834],[-89.1283,43.9833],[-89.1658,43.983],[-89.2472,43.9827],[-89.3654,43.9824],[-89.4823,43.982],[-89.598,43.9824],[-89.5981,44.0685],[-89.5976,44.156],[-89.5977,44.2458]]]},\"properties\":{\"name\":\"Waushara\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6353b4","contributors":{"authors":[{"text":"Novitzki, R.P.","contributorId":73986,"corporation":false,"usgs":true,"family":"Novitzki","given":"R.P.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200614,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11164,"text":"ofr76526 - 1976 - Determination of channel capacity of the Sacramento River between Ordbend and Glenn, Butte and Glenn counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:34","indexId":"ofr76526","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":"76-526","title":"Determination of channel capacity of the Sacramento River between Ordbend and Glenn, Butte and Glenn counties, California","docAbstract":"The adequacy of an 8.5-mi reach of the Sacramento River to carry flood flows is evaluated. The reach studied is in Butte and Glenn Counties, California, and extends northward from the present east-bank Sacramento River Flood Control Project levee near Glenn upstream to the Ord Ferry gaging station near Ordbend. There is a west-bank levee throughout the study reach. Flows analyzed range from 11,500 to 265,000 cfs. Computed water-surface elevations are based on topography obtained during September through November 1974. The present Sacramento River Flood Control Project levees at the downstream end of the study reach near Glenn are designed to contain flows up to 150,000 cfs. Water-surface elevations computed for flows of this magnitude are about 6 to 8 ft below the top of the existing west-bank levee throughout the study reach. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr76526","usgsCitation":"Simpson, R., 1976, Determination of channel capacity of the Sacramento River between Ordbend and Glenn, Butte and Glenn counties, California: U.S. Geological Survey Open-File Report 76-526, iv, 48 p. :ill., maps ;27 cm.; (51 p. - PGS), https://doi.org/10.3133/ofr76526.","productDescription":"iv, 48 p. :ill., maps ;27 cm.; (51 p. - PGS)","costCenters":[],"links":[{"id":144752,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667861","contributors":{"authors":[{"text":"Simpson, R.G.","contributorId":16016,"corporation":false,"usgs":true,"family":"Simpson","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":162654,"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":"<p>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.</p><p>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.</p>","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":26507,"text":"wri7675 - 1976 - Summary of geology and ground-water resources of Passaic County, New Jersey","interactions":[],"lastModifiedDate":"2016-10-25T12:24:00","indexId":"wri7675","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":"76-75","title":"Summary of geology and ground-water resources of Passaic County, New Jersey","docAbstract":"<p>Ground water in Passaic County occurs in intergranular openings of&nbsp;unconsolidated stratified deposits of Quaternary age and in joints and&nbsp;fractures in consolidated rocks of Precambrian, Paleozoic, and Triassic&nbsp;age.</p><p>The Brunswick Formation of Triassic age is the most important aquifer in the southeastern one-third of Passaic County. Reported yields of public supply and industrial wells range from 50 to 510 gallons per minute (3 to 32 litres per second) and the median yield is 130 gallons per minute (8 litres per second). Most of these wells are 200 to 400 feet (61 to 122 metres) deep. The median yield of all public supply and industrial wells over 300 feet (91 metres) deep and 8 inches (203 millimetres) or larger in diameter is 230 gallons per minute (15 litres per second). Crystalline rocks of Precambrian age are the major source of ground water for domestic use in the northwestern two-thirds of Passaic County. Reported well yields range from 1 to 200 gallons per minute (.06 to 13 litres per second). The median reported yield of domestic wells is 5 gallons per minute (.31 litres per second) and that of public supply wells is 30 gallons per minute (2 litres per second).</p><p>Other consolidated rocks--rocks of Paleozoic age and the Watchung Basalt of Traissic age--are utilized primarily for domestic water supplies in Passaic County. Reported yields of wells tapping the Paleozoic rocks range from less than 1 to 35 gallons per minute (.06 to 2 litres per second) and the median yield is 10 gallons per minute (.63 litres per second). Reported yields of domestic wells tapping the Watchung Basalt range from less than 1 to 40 gallons per minute (.06 to 3 litres per second) and the median yield is 12 gallons per minute (.76 litres per second). However, reported yields of nine industrial and commercial wells range from 50 to 180 gallons per minute (3 to 11 litres per second).</p><p>Unconsolidated stratified deposits of Quaternary age are locally an important source of ground water for public supply and industrial use in parts of Passaic County. These deposits have not been extensively explored but are potentially an important source of ground water for future development. Reported yields of wells tapping the stratified deposits range from 4 to 920 gallons per minute (.25 to 58 litres per second). The median reported yield of domestic wells is 16 gallons per minute (1 litre per second) and that of public supply and industrial wells is 130 gallons per minute (8 litres per second. Depths of wells depend upon the thickness of the deposits. Reported depths range from 22 to 170 feet (7 to 52 metres).</p><p>The quality of ground water in Passaic County varies from one aquifer to another. Water from the Precambrian rocks is soft to moderately hard (34 to 104 milligrams per litre) and is low in dissolved solids (66 to 159 milligrams per litre). Water from the Brunswick Formation is moderately hard to very hard (89 to 540 milligrams per litre). The dissolved solids content ranges from 129 to 563 milligrams per litre). The occurrence of more highly mineralized water at depth in the Brunswick Formation is indicated by an analysis, made in 1885, of 16,000 milligrams per litre of dissolved solids at a depth of 2,050 feet (625 metres) in a well in Paterson. Water from two wells tapping the Quaternary deposits is moderately hard (65 and 83 milligrams per litre) and has dissolved solids contents of 122 and 133 milligrams per litre).</p><p>Water use from both surface and ground-water supplies in Passaic County averaged about 106 million gallons per day (4.6 cubic metres per second) in 1965. Ground water probably accounts for 5 to 10 percent of this total. Ground-water pumpage by the major public supply companies in the county has increased from 2.1 million gallons per day (.09 cubic metres per second) in 1951 to 4.39 million gallons per day (.19 cubic metres per second) in 1968. About 80 percent of the 4.39 million gallons per day (.19 cubic metres per second) was from wells tapping the Brunswick Formation in the southern part of the county.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Trenton, NJ","doi":"10.3133/wri7675","usgsCitation":"Carswell, L., and Rooney, J., 1976, Summary of geology and ground-water resources of Passaic County, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 76-75, Report: vi, 47 p.; 3 Figures, https://doi.org/10.3133/wri7675.","productDescription":"Report: vi, 47 p.; 3 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