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No abstract available.

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No abstract available.

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No abstract available.

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1973 - Ground-water favorability and surficial geology of the lower St. John River Valley, Maine","interactions":[],"lastModifiedDate":"2022-04-12T21:57:55.171183","indexId":"ha485","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"485","title":"Ground-water favorability and surficial geology of the lower St. John River Valley, Maine","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha485","usgsCitation":"Prescott, G., 1973, Ground-water favorability and surficial geology of the lower St. John River Valley, Maine: U.S. Geological Survey Hydrologic Atlas 485, 1 Plate: 44.78 × 29.68 inches, https://doi.org/10.3133/ha485.","productDescription":"1 Plate: 44.78 × 29.68 inches","costCenters":[],"links":[{"id":188622,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":398612,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15874.htm"},{"id":91818,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/485/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","country":"United States","state":"Maine","otherGeospatial":"lower St. John River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -68.65,\n 47\n ],\n [\n -67.79,\n 47\n ],\n [\n -67.79,\n 47.358\n ],\n [\n -68.65,\n 47.358\n ],\n [\n -68.65,\n 47\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ce0f","contributors":{"authors":[{"text":"Prescott, Glenn C.","contributorId":38126,"corporation":false,"usgs":true,"family":"Prescott","given":"Glenn C.","affiliations":[],"preferred":false,"id":277612,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68303,"text":"ha468 - 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1973 - Water resources of the Powder River basin and adjacent areas, northeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-10T00:11:30","indexId":"ha465","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"465","title":"Water resources of the Powder River basin and adjacent areas, northeastern Wyoming","language":"ENGLISH","doi":"10.3133/ha465","usgsCitation":"Hodson, W.G., Pearl, R.H., and Druse, S.A., 1973, Water resources of the Powder River basin and adjacent areas, northeastern Wyoming: U.S. Geological Survey Hydrologic Atlas 465, 4 col. maps on 4 sheets ;105 x 144 cm. or smaller fold. in envelope 30 x 24 cm., https://doi.org/10.3133/ha465.","productDescription":"4 col. maps on 4 sheets ;105 x 144 cm. or smaller fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186692,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89747,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/465/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89748,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/465/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89749,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/465/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89750,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/465/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"75000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -11.234722222222222,43 ], [ -11.234722222222222,45 ], [ -10.666666666666666,45 ], [ -10.666666666666666,43 ], [ -11.234722222222222,43 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602b7e","contributors":{"authors":[{"text":"Hodson, Warren Gayler","contributorId":49337,"corporation":false,"usgs":true,"family":"Hodson","given":"Warren","email":"","middleInitial":"Gayler","affiliations":[],"preferred":false,"id":278000,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pearl, Richard Howard","contributorId":50974,"corporation":false,"usgs":true,"family":"Pearl","given":"Richard","email":"","middleInitial":"Howard","affiliations":[],"preferred":false,"id":278001,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Druse, Stanley A.","contributorId":7252,"corporation":false,"usgs":true,"family":"Druse","given":"Stanley","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277999,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68113,"text":"ha470 - 1973 - Water resources of Wisconsin: Menominee-Oconto-Peshtigo River basin","interactions":[],"lastModifiedDate":"2022-12-01T13:29:31.857998","indexId":"ha470","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"470","title":"Water resources of Wisconsin: Menominee-Oconto-Peshtigo River basin","docAbstract":"

The purpose of this report is to describe the water resources of the Menominee-Oconto - Peshtigo River basin in Wisconsin in order to aid in planning future water management in the basin and in nearby areas. The physical setting, availability, distribution, movement, quality, and use of water are discussed.

\n

The report presents general information on the basin that was derived from data obtained from Federal, State, and other agencies. In addition, new data were collected from areas where available information was scarce and where there is important water use. For more detailed information the reader is referred to the section titled “Sources of Additional Information”, (sheet 4).

\n

 

","language":"English","publisher":"U.S. Gelogical Survey","doi":"10.3133/ha470","usgsCitation":"Oakes, E.L., and Hamilton, L.J., 1973, Water resources of Wisconsin: Menominee-Oconto-Peshtigo River basin: U.S. Geological Survey Hydrologic Atlas 470, 4 Plates: 44.50 x 34.00 inches or smaller, https://doi.org/10.3133/ha470.","productDescription":"4 Plates: 44.50 x 34.00 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":186587,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":409905,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15858.htm","linkFileType":{"id":5,"text":"html"}},{"id":89386,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/470/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89389,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/470/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89387,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/470/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89388,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/470/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Brown County, Florence County, Forest County, Langlade County, Marinette County, Menominee County, Oconto County, Outagamie County, Shawano County, Vilas County","otherGeospatial":"Brule River, Duck Creek, Little Suamico River, Menominee River, Oconto River, Pensaukee River, Peshtigo River, Suamico River, Wisconsin River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.052,\n 44.36\n ],\n [\n -89.052,\n 46.081\n ],\n [\n -87.6,\n 46.081\n ],\n [\n -87.6,\n 44.36\n ],\n [\n -89.052,\n 44.36\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f06ae","contributors":{"authors":[{"text":"Oakes, Edward L.","contributorId":79517,"corporation":false,"usgs":true,"family":"Oakes","given":"Edward","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":277664,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hamilton, Louis J.","contributorId":53768,"corporation":false,"usgs":true,"family":"Hamilton","given":"Louis","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":277663,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68620,"text":"ha496 - 1973 - Floods in Harvard quadrangle, northeastern Illinois","interactions":[{"subject":{"id":47909,"text":"ofr714 - 1971 - Floods in Harvard Northeast Quadrangle, northeastern Illinois","indexId":"ofr714","publicationYear":"1971","noYear":false,"title":"Floods in Harvard Northeast Quadrangle, northeastern Illinois"},"predicate":"SUPERSEDED_BY","object":{"id":68620,"text":"ha496 - 1973 - Floods in Harvard quadrangle, northeastern Illinois","indexId":"ha496","publicationYear":"1973","noYear":false,"title":"Floods in Harvard quadrangle, northeastern Illinois"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha496","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"496","title":"Floods in Harvard quadrangle, northeastern Illinois","language":"ENGLISH","doi":"10.3133/ha496","usgsCitation":"Allen, H., and Noehre, A.W., 1973, Floods in Harvard quadrangle, northeastern Illinois: U.S. Geological Survey Hydrologic Atlas 496, col. map ;57 x 43 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/ha496.","productDescription":"col. map ;57 x 43 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":185644,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90281,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/496/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.61749999999999,42.3675 ], [ -88.61749999999999,42.5 ], [ -88.5,42.5 ], [ -88.5,42.3675 ], [ -88.61749999999999,42.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e70f3","contributors":{"authors":[{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":278582,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Noehre, Allen W.","contributorId":17659,"corporation":false,"usgs":true,"family":"Noehre","given":"Allen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278583,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68167,"text":"ha492 - 1973 - Vegetation map of southern parts of subareas A and C, Big Cypress Swamp, Florida","interactions":[],"lastModifiedDate":"2012-02-10T00:11:13","indexId":"ha492","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"492","title":"Vegetation map of southern parts of subareas A and C, Big Cypress Swamp, Florida","language":"ENGLISH","doi":"10.3133/ha492","usgsCitation":"McPherson, B.F., 1973, Vegetation map of southern parts of subareas A and C, Big Cypress Swamp, Florida: U.S. Geological Survey Hydrologic Atlas 492, 1 map., https://doi.org/10.3133/ha492.","productDescription":"1 map.","costCenters":[],"links":[{"id":190113,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89474,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/492/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"25000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -81.25,25.75 ], [ -81.25,26.25 ], [ -80.83333333333333,26.25 ], [ -80.83333333333333,25.75 ], [ -81.25,25.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602613","contributors":{"authors":[{"text":"McPherson, Benjamin F.","contributorId":17965,"corporation":false,"usgs":true,"family":"McPherson","given":"Benjamin","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":277764,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3477,"text":"cir601H - 1973 - Role of water in urban planning and management","interactions":[],"lastModifiedDate":"2018-04-02T10:19:16","indexId":"cir601H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"601","chapter":"H","title":"Role of water in urban planning and management","docAbstract":"

Concentrations of people in urban areas intensify water problems such as flooding and pollution, but these deleterious effects on water resources can be minimized or corrected by comprehensive planning and management. Such planning of the water resources of an urban area must be based on adequate hydrologic data.

\n

Through the use of a matrix, urban water problems can be evaluated and availability of data assessed. The Washington-Baltimore metropolitan area is used as a case study. The completed matrix provides both a means for developing a meaningful dialogue between the hydrologist and the urban planner and a method for developing a work plan to insure consideration of water-resources data in urban planning.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/cir601H","usgsCitation":"Schneider, W.J., Rickert, D.A., and Spieker, A.M., 1973, Role of water in urban planning and management: U.S. Geological Survey Circular 601, Document: v, 10 p.; Plate: 9.82 x 33.53 inches, https://doi.org/10.3133/cir601H.","productDescription":"Document: v, 10 p.; Plate: 9.82 x 33.53 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":122867,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1973/0601h/report-thumb.jpg"},{"id":271083,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/0601h/plate-1.pdf"},{"id":30488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1973/0601h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Maryland","otherGeospatial":"Washington-Baltimore Urban Area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -80,8.333333333333334E-4 ], [ -80,0.0011111111111111111 ], [ -74,0.0011111111111111111 ], [ -74,8.333333333333334E-4 ], [ -80,8.333333333333334E-4 ] ] ] } } ] }","tableOfContents":"

.

","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cc49","contributors":{"authors":[{"text":"Schneider, William Joseph","contributorId":104466,"corporation":false,"usgs":true,"family":"Schneider","given":"William","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":146998,"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":146997,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Spieker, Andrew Maute","contributorId":78716,"corporation":false,"usgs":true,"family":"Spieker","given":"Andrew","email":"","middleInitial":"Maute","affiliations":[],"preferred":false,"id":146996,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2005,"text":"wsp2024 - 1973 - Water resources of the Big Sioux River Valley near Sioux Falls, South Dakota","interactions":[],"lastModifiedDate":"2017-10-15T12:37:57","indexId":"wsp2024","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"2024","title":"Water resources of the Big Sioux River Valley near Sioux Falls, South Dakota","docAbstract":"

The major sources of water in the Big Sioux River valley between Sioux Falls and Dell Rapids, S.Dak., are the Big Sioux River and the glacial outwash aquifer beneath the flood plain. The river and the aquifer are hydraulically connected.

\n

The Big Sioux River has an average annual discharge of 246 cubic feet per second, on the average exceeds bankfull stage every 2.3 years, and has moderate basin storage.. Periods of low flow are common in the late summer, fall, and winter. A low flow of 0.1 cubic foot per second has been recorded.

\n

The outwash aquifer is composed of permeable sand, sand and gravel, and some boulders. The aquifer underlies an area of 33 square miles and commonly has a saturated thickness of less than 30 feet.

\n

Aquifer tests and measurements of streamflow indicate a rate of streambed infiltration of about 6 gallons per day per square foot. Analyses of streambed samples and interpretations of lithology from an electric log indicate that the streambed sediments in the diversion channel of the Big Sioux River consist largely of relatively impermeable silts and clays.

\n

Under normal climatic conditions, most of the water pumped by the city of Sioux Falls is water that entered the aquifer by streambed infiltration.

\n

To evaluate the importance of the aquifer in the hydrologic system, both an electrical analog model and a digital model were programmed for storage depletion alone. These models were used to determine the water-level declines in the aquifer that would result from 1 year of withdrawal at a rate of 9-10 million gallons per day. Both models indicated that the existing well field can yield water at that rate for more than 1 year.

\n

The analog model was also used to determine the maximum average daily yield of the aquifer-river system for a 2-year period modeled for the minimum recorded stream discharge and for streambed infiltration as the only recharge. The maximum average yield under these conditions would be less than 24 million gallons per day. Most of the water pumped during this period would be from aquifer storage.

\n

Water from the river is generally less mineralized, softer, and easier to treat than ground water. Water pumped from wells near the river is similar in quality to the river water, but does not have the objectionable odors or tastes often present in water from the river.

","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2024","usgsCitation":"Jorgensen, D.G., and Ackroyd, E.A., 1973, Water resources of the Big Sioux River Valley near Sioux Falls, South Dakota: U.S. Geological Survey Water Supply Paper 2024, Report: vii, 50 p.; Plate: 44.26 x 25.00 inches, https://doi.org/10.3133/wsp2024.","productDescription":"Report: vii, 50 p.; Plate: 44.26 x 25.00 inches","numberOfPages":"59","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":27449,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2024/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27450,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2024/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138387,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2024/report-thumb.jpg"}],"country":"United States","state":"South Dakota","city":"Sioux Falls","otherGeospatial":"Big Sioux River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -96.94335937499999,\n 43.50075243569041\n ],\n [\n -96.94335937499999,\n 43.97898113341921\n ],\n [\n -96.5643310546875,\n 43.97898113341921\n ],\n [\n -96.5643310546875,\n 43.50075243569041\n ],\n [\n -96.94335937499999,\n 43.50075243569041\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0621","contributors":{"authors":[{"text":"Jorgensen, Donald G.","contributorId":19537,"corporation":false,"usgs":true,"family":"Jorgensen","given":"Donald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":144513,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ackroyd, Earl A.","contributorId":59425,"corporation":false,"usgs":true,"family":"Ackroyd","given":"Earl","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":144514,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3834,"text":"cir689 - 1973 - Effects of the May 5-6, 1973, storm in the Greater Denver area, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:05:40","indexId":"cir689","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"689","title":"Effects of the May 5-6, 1973, storm in the Greater Denver area, Colorado","docAbstract":"Rain began falling on the Greater Denver area the evening of Saturday, May 5, 1973, and continued through most of Sunday, May 6. Below about 7,000 feet altitude, the precipitation was mostly rain; above that altitude, it was mostly snow. Although the rate of fall was moderate, at least 4 inches of rain or as much as 4 feet of snow accumulated in some places. Sustained precipitation falling at a moderate rate thoroughly saturated the ground and by midday Sunday sent most of the smaller streams into flood stage. The South Platte River and its major tributaries began to flood by late Sunday evening and early Monday morning. \r\n\r\nGeologic and hydrologic processes activated by the May 5-6 storm caused extensive damage to lands and to manmade structures in the Greater Denver area. Damage was generally most intense in areas where man had modified the landscape--by channel constrictions, paving, stripping of vegetation and topsoil, and oversteepening of hillslopes. Roads, bridges, culverts, dams, canals, and the like were damaged or destroyed by erosion and sedimentation. Streambanks and structures along them were scoured. Thousands of acres of croplands, pasture, and developed urban lands were coated with mud and sand. Flooding was intensified by inadequate storm sewers, blocked drains, and obstructed drainage courses. Saturation of hillslopes along the Front Range caused rockfalls, landslides, and mudflows as far west as Berthoud Pass. Greater attention to geologic conditions in land-use planning, design, and construction would minimize storm damage in the future.","language":"ENGLISH","publisher":"U.S. Geological Survey],","doi":"10.3133/cir689","usgsCitation":"Hansen, W.R., 1973, Effects of the May 5-6, 1973, storm in the Greater Denver area, Colorado: U.S. Geological Survey Circular 689, iii, 20 p. :illus. ;26 cm., https://doi.org/10.3133/cir689.","productDescription":"iii, 20 p. :illus. ;26 cm.","costCenters":[],"links":[{"id":124696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1973/0689/report-thumb.jpg"},{"id":30907,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1973/0689/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db610541","contributors":{"authors":[{"text":"Hansen, Wallace R.","contributorId":90273,"corporation":false,"usgs":true,"family":"Hansen","given":"Wallace","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":147696,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":946,"text":"wsp2026 - 1973 - Characteristics of water quality and streamflow, Passaic River basin above Little Falls, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp2026","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"2026","title":"Characteristics of water quality and streamflow, Passaic River basin above Little Falls, New Jersey","docAbstract":"The findings of a problem-oriented river-system investigation of the water-quality and streamflow characteristics of the Passaic River above Little Falls, N.J. (drainage area 762 sq mi) are described. Information on streamflow duration, time-of-travel measurements, and analyses of chemical, biochemical, and physical water quality are summarized. This information is used to define relations between water quality, streamflow, geology, and environmental development in the basin's hydrologic system. The existence, nature, and magnitude of long-term trends in stream quality--as measured by dissolved solids, chloride, dissolved oxygen, biochemical oxygen demand, ammonia, nitrate, and turbidity--and in streamflow toward either improvement or deterioration are appraised at selected sites within the river system. \r\n\r\nThe quality of streams in the upper Passaic River basin in northeastern New Jersey is shown to be deteriorating with time. For example, biochemical oxygen demand, an indirect measure of organic matter in a stream, is increasing at most stream-quality sampling sites. Similarly, the dissolved-solids content, a measure of inorganic matter, also is increasing. These observations suggest that the Passaic River system is being used more and more as a medium for the disposal of industrial and municipal waste waters. \r\n\r\nDissolved oxygen, an essential ingredient for the natural purification of streams receiving waste discharges, is undersaturated (that is, below theoretical solubility levels) at all sampling sites and is decreasing with time at most sites. This is another indication of the general deterioration of stream quality in the upper basin. It also indicates that the ability of the river system to receive, transport, and assimilate wastes, although exceeded now only for short periods during the summer months, may be exceeded more continually in the future if present trends hold. \r\n\r\nDecreasing ratios of ammonia to nitrate in a downstream direction on the main stem Passaic River suggests that nitrification (the biochemical conversion of ammonia to nitrate) as well as microbiological decomposition of organic matter (waste waters) is contributing to the continued and increasing undersaturation of dissolved oxygen in the river system. \r\n\r\nPassaic River streams are grouped into five general regions of isochemical quality on the basis of predominant constituents and dissolved-solids content during low flows. The predominant cations in all but one region are calcium and magnesium (exceeding 50 percent of total cations) ; in that region, where man's activities probably have altered the natural stream waters, the percentage of sodium and potassium equals that of calcium and magnesium. In two of the five regions, the predominant anion is bicarbonate; a combination of sulfate, chloride, and nitrate is predominant in the other three regions. Dissolved-solids content during low flows generally ranges from 100 to 600 milligrams per liter. \r\n\r\nSeveral time-of-travel measurements within the basin are reported. These data provide reasonable estimates of the time required for soluble contaminants to pass through particular parts of the river system. For example, the peak concentration of a contaminant injected into the river system at Chatham during extreme low flow would be expected to travel to Little Falls, about 31 miles, in about 13 days; but at medium flow, in about 5 days.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2026","usgsCitation":"Anderson, P.W., and Faust, S.D., 1973, Characteristics of water quality and streamflow, Passaic River basin above Little Falls, New Jersey: U.S. Geological Survey Water Supply Paper 2026, v, 80 p. :illus. ;24 cm., https://doi.org/10.3133/wsp2026.","productDescription":"v, 80 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":136963,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2026/report-thumb.jpg"},{"id":25446,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2026/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4eb4","contributors":{"authors":[{"text":"Anderson, Peter W.","contributorId":10400,"corporation":false,"usgs":true,"family":"Anderson","given":"Peter","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":142900,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Faust, Samuel Denton","contributorId":70367,"corporation":false,"usgs":true,"family":"Faust","given":"Samuel","email":"","middleInitial":"Denton","affiliations":[],"preferred":false,"id":142901,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":4712,"text":"twri04B3 - 1973 - Regional analyses of streamflow characteristics","interactions":[],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri04B3","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"04-B3","title":"Regional analyses of streamflow characteristics","docAbstract":"This manual describes various ways of generalizing streamflow characteristics and evaluates the applicability and reliability of each under various hydrologic conditions. Several alternatives to regionalization are briefly described.","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/twri04B3","issn":"0565-596X","usgsCitation":"Riggs, H.C., 1973, Regional analyses of streamflow characteristics: U.S. Geological Survey Techniques of Water-Resources Investigations 04-B3, v, 15 p. :ill. ;26 cm. Reprinted in 1982., https://doi.org/10.3133/twri04B3.","productDescription":"v, 15 p. :ill. ;26 cm. Reprinted in 1982.","costCenters":[],"links":[{"id":139158,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":301,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri4b3/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6350a5","contributors":{"authors":[{"text":"Riggs, H. C.","contributorId":17210,"corporation":false,"usgs":true,"family":"Riggs","given":"H.","email":"","middleInitial":"C.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":149661,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4044,"text":"cir670 - 1973 - Fluvial-sediment discharge to the oceans from the conterminous United States","interactions":[],"lastModifiedDate":"2017-07-07T09:00:40","indexId":"cir670","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"670","title":"Fluvial-sediment discharge to the oceans from the conterminous United States","docAbstract":"This report is a contribution to the UNESCO-sponsored project of the International Hydrological Decade called the World Water Balance. Annual fluvial-sediment discharge from the conterminous United States averages 491,449,600 short tons, of which 14,204,000 is discharged to the Atlantic Ocean, 378,179,000 to the Gulf of Mexico, and 99,066,600 to the Pacific Ocean. Data from 27 drainage areas were used to estimate the average annual discharge, yield, and concentration of fluvial sediment. The data may be used to extrapolate part of the total world sediment yield to the marine environment.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir670","usgsCitation":"Curtis, W.F., Culbertson, J., and Chase, E.B., 1973, Fluvial-sediment discharge to the oceans from the conterminous United States: U.S. Geological Survey Circular 670, iii, 17 p. :illus. ;26 cm., https://doi.org/10.3133/cir670.","productDescription":"iii, 17 p. :illus. ;26 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":123129,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1973/0670/report-thumb.jpg"},{"id":31136,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1973/0670/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de59b","contributors":{"authors":[{"text":"Curtis, Westley Farnsworth","contributorId":8833,"corporation":false,"usgs":true,"family":"Curtis","given":"Westley","email":"","middleInitial":"Farnsworth","affiliations":[],"preferred":false,"id":148056,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Culbertson, James J.","contributorId":21143,"corporation":false,"usgs":true,"family":"Culbertson","given":"James J.","affiliations":[],"preferred":false,"id":148058,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Chase, Edith B.","contributorId":11192,"corporation":false,"usgs":true,"family":"Chase","given":"Edith","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":148057,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":14131,"text":"ofr73114 - 1973 - Geologic appraisal of Paradox basin salt deposits for water emplacement","interactions":[],"lastModifiedDate":"2017-09-04T10:50:11","indexId":"ofr73114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"73-114","title":"Geologic appraisal of Paradox basin salt deposits for water emplacement","docAbstract":"

Thick salt deposits of Middle Pennsylvanian age are present in an area of 12,000 square miles in the Paradox basin of southeast Utah and southwest Colorado. The deposits are in the Paradox Member of the Hermosa Formation. The greatest thickness of this evaporite sequence is in a troughlike depression adjacent to the Uncompahgre uplift on the northeast side of the basin.

The salt deposits consist of a cyclical sequence of thick halite units separated by thin units of black shale, dolomite, and anhydrite. Many halite units are several hundred feet thick and locally contain economically valuable potash deposits.

Over much of the Paradox basin the salt deposits occur at depths of more than 5,000 feet. Only in a series of salt anticlines located along the northeastern side of the basin do the salt deposits rise to relatively shallow depths. The salt anticlines can be divided geographically and structurally into five major systems. Each system consists of a long undulating welt of thickened salt over which younger rocks are arched in anticlinal form. Locally there are areas along the axes of the anticlines where the Paradox Member was never covered by younger sediments. This allowed large-scale migration of Paradox strata toward and up through these holes in the sediment cover forming diapiric anticlines.

The central or salt-bearing cores of the anticlines range in thickness from about 2,500 to 14,000 feet. Structure in the central core of the salt anticlines is the result of both regional-compression and flowage of the Paradox Member into the anticlines from adjacent synclines. Structure in the central cores of the salt anticlines ranges from relatively undeformed beds to complexly folded and faulted masses, in which stratigraphic continuity is undemonstrable.

The presence of thick cap rock .over many of the salt anticlines is evidence of removal of large volumes of halite by groundwater. Available geologic and hydrologic information suggests that this is a relatively slow process and that any waste-storage or disposal sites in these structures should remain dry for hundreds of thousands of years.

Trace to commercial quantities of oil and gas are found in all of the black shale-dolomite-anhydrite interbeds of the Paradox Member. These hydrocarbons constitute a definite hazard in the construction and operation of underground waste-storage or disposal facilities. However, many individual halite beds are of. sufficient thickness that a protective seal of halite can be left between the openings and the gassy beds.

A total of 12 different localities were considered to be potential waste-storage or disposal sites in the Paradox basin. Two Sharer dome and Salt Valley anticline, were considered to have the most favorable characteristics.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ofr73114","usgsCitation":"Hite, R.J., and Lohman, S.W., 1973, Geologic appraisal of Paradox basin salt deposits for water emplacement: U.S. Geological Survey Open-File Report 73-114, Report: v, 75 p.; Plate: 25.44 in. x 14.85 in., https://doi.org/10.3133/ofr73114.","productDescription":"Report: v, 75 p.; Plate: 25.44 in. x 14.85 in.","numberOfPages":"81","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":42772,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1973/0114/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146917,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1973/0114/report-thumb.jpg"},{"id":42771,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0114/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Paradox Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a81f4","contributors":{"authors":[{"text":"Hite, Robert J.","contributorId":34920,"corporation":false,"usgs":true,"family":"Hite","given":"Robert","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":168974,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lohman, Stanley William","contributorId":53361,"corporation":false,"usgs":true,"family":"Lohman","given":"Stanley","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":168973,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2405,"text":"wsp2017 - 1973 - Improvement of trout streams in Wisconsin by augmenting low flows with ground water","interactions":[],"lastModifiedDate":"2015-10-01T13:24:03","indexId":"wsp2017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"2017","title":"Improvement of trout streams in Wisconsin by augmenting low flows with ground water","docAbstract":"

Approximately 2 cubic feet per second of ground water were introduced into the Little Plover River in 1968 when natural streamflow ranged from 3 to 4 cubic feet per second. These augmentation flows were retained undiminished through the 2-mile reach of stream monitored. Maximum stream temperatures were reduced as much as 5?F (3?C) at the augmentation site during the test period, although changes became insignificant more than 1 mile downstream. Maximum temperatures might be reduced as much as 10?F (6?C) during critical periods, based on estimates using a stream temperature model developed as part of the study. During critical periods significant temperature improvement may extend 2 miles or more downstream. Changes in minimum DO (dissolved oxygen) levels were slight, primarily because of the high natural DO levels occurring during the test period. Criteria for considering other streams for flow augmentation are developed on the basis of the observed hydrologic responses in the Little Plover River. Augmentation flows of nearly 2? cubic feet per second of ground water were introduced into the headwater reach of Black Earth Creek from the end of June through mid-October 1969. Streamflow ranged from 1 to 2 cubic feet per second at the augmentation site, and the average flow at the gaging station at Black Earth, approximately 8 miles downstream, ranged from 25 to 50 cubic feet per second. Augmentation flows were retained through the 8-mile reach of stream. Temperature of the augmentation flow as it entered the stream ranged from 60? to 70?F (about 16? to 21?C) during the test period, and minimum stream temperatures were raised 5?F (3?C) or more at the augmentation site, with changes extending from 2 to 3 miles downstream. Augmentation during critical periods could maintain stream temperatures between 40? and 70?F (4? and 21?C) through most of the study reach. DO levels were increased by as much as 2 milligrams per liter or more below the augmentation site, although the improvement diminished to approximately 1 milligram per liter downstream in the problem reach. During critical periods DO improvement in the problem reach would be somewhat greater. Flow augmentation would not be necessary during normal conditions in either of the streams studied. Critical DO and temperature levels are not known to occur in the Little Plover River. Since the construction of secondary treatment facilities at the Cross Plains sewage-treatment plant, critical DO levels are no longer expected to be a problem in Black Earth Creek. However, results from this study may be used to estimate the effectiveness of flow augmentation in other streams in similar areas in which critical DO or temperature levels may occur.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2017","collaboration":"Prepared in cooperation with Wisconsin Department of Natural Resources","usgsCitation":"Novitzki, R., 1973, Improvement of trout streams in Wisconsin by augmenting low flows with ground water: U.S. Geological Survey Water Supply Paper 2017, v, 52 p., https://doi.org/10.3133/wsp2017.","productDescription":"v, 52 p.","numberOfPages":"58","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":28405,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2017/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139051,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2017/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane County, Portage County","otherGeospatial":"Black Earth Creek, Little Plover River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-89.0094,43.286],[-89.0084,43.2555],[-89.0094,43.2],[-89.01,43.1131],[-89.0109,43.0849],[-89.0107,43.0271],[-89.0132,42.9353],[-89.013,42.8762],[-89.0119,42.8471],[-89.132,42.8479],[-89.2488,42.8478],[-89.3689,42.8484],[-89.3688,42.8575],[-89.4832,42.858],[-89.6026,42.8575],[-89.7196,42.8587],[-89.8377,42.8598],[-89.8375,42.9471],[-89.8386,43.0317],[-89.8384,43.1181],[-89.8394,43.205],[-89.8325,43.2123],[-89.825,43.2187],[-89.8175,43.226],[-89.8125,43.2342],[-89.8088,43.2369],[-89.8012,43.2365],[-89.7874,43.2356],[-89.771,43.237],[-89.7579,43.2379],[-89.7529,43.2443],[-89.7485,43.2507],[-89.7391,43.2548],[-89.7259,43.2644],[-89.7171,43.2739],[-89.714,43.2821],[-89.7165,43.2867],[-89.7235,43.2935],[-89.7209,43.2935],[-89.6008,43.2932],[-89.4819,43.2942],[-89.3617,43.2954],[-89.3624,43.2832],[-89.246,43.2834],[-89.1271,43.2827],[-89.0094,43.286]]],[[[-89.2234,44.6814],[-89.2231,44.5916],[-89.2235,44.504],[-89.2238,44.4174],[-89.2242,44.3308],[-89.2245,44.2433],[-89.2469,44.2438],[-89.3464,44.2439],[-89.3649,44.2439],[-89.4835,44.244],[-89.488,44.244],[-89.5977,44.2458],[-89.606,44.2458],[-89.717,44.2475],[-89.7247,44.2479],[-89.7243,44.3372],[-89.7259,44.4239],[-89.7268,44.5114],[-89.8447,44.5116],[-89.8451,44.5983],[-89.8449,44.6849],[-89.7268,44.6852],[-89.608,44.6853],[-89.4899,44.6858],[-89.346,44.6812],[-89.2234,44.6814]]]]},\"properties\":{\"name\":\"Dane\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eeb53","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":145149,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27037,"text":"wri7313 - 1973 - Ground-water hydrology of northern Napa Valley, California","interactions":[],"lastModifiedDate":"2020-08-08T00:26:00.663327","indexId":"wri7313","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"73-13","title":"Ground-water hydrology of northern Napa Valley, California","docAbstract":"

The alluvium of northern Napa Valley is the principal aquifer of the area and is capable of yielding as much as 3,000 gallons per minute to wells. Generally the larger-yielding wells are along the Napa River where the alluvium is thickest and most permeable. Recharge to the alluvium is chiefly by percolation from streams and infiltration of precipitation. Discharge is chiefly flow to the Napa River, evapotranspiration, and pumpage from wells. Both recharge to, and discharge from, the alluvial aquifer are sensitively influenced by rainfall. About 190,000 acre-feet of water is presently (1972) stored in the alluvium of northern Napa Valley. Future annual water use in the project area will probably vary between 12,000 and 35,000 acre-feet and, for most purposes, can be supplied by the alluvial aquifer even during extended periods of limited rainfall. Generally low transmissivities in the alluvium, however, limit the opportunity for obtaining sustained, large yields from wells in much of the valley and require that large-scale development and operation of wells in much of the area be planned and synchronized.

Sustained drought conditions in the Napa Valley accompanied by expected increases in the use of ground water will probably cause significant reductions in the base flow of the Napa River and cause many shallow wells in the area to dry up.

Sodium chloride ground water occurs near Calistoga and in the vicinity of Oakville and in some places is not suitable for irrigation. Model studies indicate that limited migration of sodium chloride water into intensively pumped parts of the aquifer probably will not be a serious problem.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7313","collaboration":"Prepared in cooperation with the Napa County Flood Control and Water Conservation District","usgsCitation":"Faye, R.E., 1973, Ground-water hydrology of northern Napa Valley, California: U.S. Geological Survey Water-Resources Investigations Report 73-13, Report: vi, 64 p.; 1 Figure: 32.18 x 21.92 inches, https://doi.org/10.3133/wri7313.","productDescription":"Report: vi, 64 p.; 1 Figure: 32.18 x 21.92 inches","costCenters":[],"links":[{"id":158580,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0013/report-thumb.jpg"},{"id":377248,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/wri/1973/0013/figure-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377247,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Napa Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.66666667,\n 38.33333333\n ],\n [\n -122.25,\n 38.33333333\n ],\n [\n -122.25,\n 38.61666667\n ],\n [\n -122.66666667,\n 38.61666667\n ],\n [\n -122.66666667,\n 38.33333333\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d497","contributors":{"authors":[{"text":"Faye, Robert E.","contributorId":92221,"corporation":false,"usgs":true,"family":"Faye","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197449,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2406,"text":"wsp2006 - 1973 - The Pine-Popple River basin — Hydrology of a wild river area, northeastern Wisconsin","interactions":[],"lastModifiedDate":"2022-12-01T19:23:30.261504","indexId":"wsp2006","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"2006","title":"The Pine-Popple River basin — Hydrology of a wild river area, northeastern Wisconsin","docAbstract":"

The Pine and Popple Rivers, virtually unaltered by man, flow through a semiprimitive area of forests, lakes, and glacial hills. White-water streams, natural lakes, fish and animal life, and abundant vegetation contribute to the unique recreational and aesthetic characteristics of the area. Resource planning or development should recognize the interrelationships within the hydrologic system and the possible effects of water and land-use changes upon the wild nature of the area. The basin covers about 563 square miles in northeastern Wisconsin. Swamps and wetlands cover nearly 110 square miles, and the 70 lakes cover about 11 square miles. The undulating topography is formed by glacial deposits overlying an irregular, resistant surface of bedrock. An annual average of 30 inches of precipitation, highest from late spring to early autumn, falls on the basin. Of this amount, evapotranspiration, highest in mid summer and late summer, averages 19 inches; the remaining 11 inches is runoff, which is highest in spring and early summer. Ground water from the glacial drift is the source of water for the minor withdrawal use in the basin. Ground-water movement is to streams and lakes and regionally follows the slope of topography and the bedrock surface, which is generally west to east. Ground water is of good quality, although locally high in iron. The major uses of water are for recreation and power generation. Domestic use is slight. No water is withdrawn from lakes or streams, and no sewage or industrial wastes are added to lakes or streams. Most of the flow of the Pine River is used for power generation. The main stems of the Pine and Popple Rivers contain 114 canoeable miles, of which 95 percent is without such major obstructions as falls or large rapids. In general streams support cold-water fish, and lakes support warm-water fish. Trout is the principal stream and game fish in the basin. The basin has no significant water problems. Future development between the Pine River power plant and the mouth of the Pine River should have little effect on the western two-thirds of the basin, already largely protected by public ownership or development planning agreements.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2006","usgsCitation":"Oakes, E.L., Field, S.J., and Seeger, L.P., 1973, The Pine-Popple River basin — Hydrology of a wild river area, northeastern Wisconsin: U.S. Geological Survey Water Supply Paper 2006, Report: iv, 57 p.; 2 Plates: 33.50 x 29.50 inches and 31.50 x 31.00 inches, https://doi.org/10.3133/wsp2006.","productDescription":"Report: iv, 57 p.; 2 Plates: 33.50 x 29.50 inches and 31.50 x 31.00 inches","numberOfPages":"64","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":28408,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2006/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28407,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2006/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28406,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2006/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139063,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2006/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Florence County, Forest County, Marinette County","otherGeospatial":"Pine River, Popple River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.92951965332031,\n 45.874234183868346\n ],\n [\n -88.92951965332031,\n 46.08418564215268\n ],\n [\n -88.626708984375,\n 46.08418564215268\n ],\n [\n -88.626708984375,\n 45.874234183868346\n ],\n [\n -88.92951965332031,\n 45.874234183868346\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ae0d","contributors":{"authors":[{"text":"Oakes, Edward L.","contributorId":79517,"corporation":false,"usgs":true,"family":"Oakes","given":"Edward","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145152,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Field, Stephen J.","contributorId":53800,"corporation":false,"usgs":true,"family":"Field","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":145151,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Seeger, Lawrence P.","contributorId":17090,"corporation":false,"usgs":true,"family":"Seeger","given":"Lawrence","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":145150,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27646,"text":"wri7329 - 1973 - Electric-analog simulation network of unconsolidated aquifers in the upper Wabash River basin, Indiana","interactions":[],"lastModifiedDate":"2018-11-02T10:30:32","indexId":"wri7329","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"73-29","title":"Electric-analog simulation network of unconsolidated aquifers in the upper Wabash River basin, Indiana","docAbstract":"

The ground-water budget of the unconsolidated deposits in the upper Wabash River basin was modeled. An electrical-simulation network was used to determine an integrated storage coefficient of 0.003 for the basin. Two practical problems were investigated: a municipal pumping problem and the change in flow regime due to the addition of surface-water reservoirs to the basin. Because these are demonstration exercises, the information presented is not intended to be used for construction justification. The network is available and can be used to determine the effect on basin hydrology due to local development of the ground-water resource.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7329","usgsCitation":"Heisel, J.E., 1973, Electric-analog simulation network of unconsolidated aquifers in the upper Wabash River basin, Indiana: U.S. Geological Survey Water-Resources Investigations Report 73-29, iv, 26 p., https://doi.org/10.3133/wri7329.","productDescription":"iv, 26 p.","costCenters":[],"links":[{"id":158810,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0029/report-thumb.jpg"},{"id":359112,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","otherGeospatial":"Upper Wabash River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -86.5,\n 40.25\n ],\n [\n -84.5,\n 40.25\n ],\n [\n -84.5,\n 41.25\n ],\n [\n -86.5,\n 41.25\n ],\n [\n -86.5,\n 40.25\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60734a","contributors":{"authors":[{"text":"Heisel, James E.","contributorId":68378,"corporation":false,"usgs":true,"family":"Heisel","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":198465,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":3961,"text":"cir601I - 1973 - Water facts and figures for planners and managers","interactions":[],"lastModifiedDate":"2017-07-05T11:32:29","indexId":"cir601I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"601","chapter":"I","title":"Water facts and figures for planners and managers","docAbstract":"

Water is defined in terms of its chemical composition and dominant physical properties, such as expansion on freezing and high surface tension. Water on the earth is about 97 percent in the seas, 2 percent in glacier ice, principally Greenland and Antarctica. Man is left with less than 1 percent as liquid fresh water to sustain his needs. This is possible under good management because water moves cyclically. Conjunctive use of surface and ground water is advocated, as is reuse of wastewater. Water needs for domestic and light industrial use can be reasonably forecast for planning purposes. Heavy-industry needs must be determined on a site-by-site basis.

\n

The units commonly used by hydrologists with respect to quantities and quality of water are denned; their significance in water management is outlined, and metric-english equivalents are given for many. A glossary of terms concludes the report which is intended as a reference work for use by planners and managers.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/cir601I","usgsCitation":"Feth, J.H., 1973, Water facts and figures for planners and managers: U.S. Geological Survey Circular 601, vi, I1- I30 p. :illus. ;27 cm., https://doi.org/10.3133/cir601I.","productDescription":"vi, I1- I30 p. :illus. ;27 cm.","startPage":"1","endPage":"30","numberOfPages":"38","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true},{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":117578,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1973/0601i/report-thumb.jpg"},{"id":31049,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1973/0601i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"73-144","title":"Ground-water hydrology of the Hollister and San Juan Valleys, San Benito County, California, 1913-68","docAbstract":"The Hollister and San Juan Valleys are within the Gilroy-Hollister ground-water basin. That part of the ground-water basin underlying the valleys consists of three subbasins each of which contains two or more ground-water subunits. The subbasin and subunit boundaries are formed by known or postulated faults, folded sedimentary rocks, and igneous rocks. \r\n\r\nThe principal water-bearing units are lenticular beds of sand and gavel interbedded with clay, silt, sand, and gravel, or their locally consolidated equivalents, which range from Pliocene to Holocene, in age.\r\n\r\nGround water occurs mainly under artesian or semiartesian conditions but also under unconfined (water-table) conditions in areas adjacent to most surface streams and, locally, under perched or semiperched conditions.\r\n\r\nIn 1968 the depth to water in wells ranged from approximately 20 feet above land surface to more than 200 feet below land surface. Water-level differences in wells across the boundaries of adjacent subunits ranged from about 1 to more than 100 feet.","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Divison,","doi":"10.3133/ofr73144","usgsCitation":"Kilburn, C., 1973, Ground-water hydrology of the Hollister and San Juan Valleys, San Benito County, California, 1913-68: U.S. Geological Survey Open-File Report 73-144, iv, 112 p. :ill., maps ;29 cm., https://doi.org/10.3133/ofr73144.","productDescription":"iv, 112 p. :ill., maps ;29 cm.","costCenters":[],"links":[{"id":141785,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1973/0144/report-thumb.jpg"},{"id":37564,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0144/plate-1.pdf","text":"Figure 3 and 4","linkFileType":{"id":1,"text":"pdf"}},{"id":37565,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0144/plate-2.pdf","text":"Figure 5","linkFileType":{"id":1,"text":"pdf"}},{"id":37566,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0144/plate-3.pdf","text":"Figure 6","linkFileType":{"id":1,"text":"pdf"}},{"id":37567,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0144/plate-4.pdf","text":"Figure 7","linkFileType":{"id":1,"text":"pdf"}},{"id":37568,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0144/plate-5.pdf","text":"Figure 9","linkFileType":{"id":1,"text":"pdf"}},{"id":37569,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0144/plate-6.pdf","text":"Figure 10","linkFileType":{"id":1,"text":"pdf"}},{"id":37570,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0144/plate-7.pdf","text":"Figure 13","linkFileType":{"id":1,"text":"pdf"}},{"id":37571,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0144/plate-8.pdf","text":"Figure 14","linkFileType":{"id":1,"text":"pdf"}},{"id":37572,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0144/plate-9.pdf","text":"Figure 15","linkFileType":{"id":1,"text":"pdf"}},{"id":37573,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1973/0144/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f39","contributors":{"authors":[{"text":"Kilburn, Chabot","contributorId":83499,"corporation":false,"usgs":true,"family":"Kilburn","given":"Chabot","email":"","affiliations":[],"preferred":false,"id":160320,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1374,"text":"wsp2018 - 1973 - Ground water in the Eugene-Springfield area, southern Willamette Valley, Oregon","interactions":[],"lastModifiedDate":"2023-03-10T22:20:04.25945","indexId":"wsp2018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"2018","title":"Ground water in the Eugene-Springfield area, southern Willamette Valley, Oregon","docAbstract":"The cities of Eugene and Springfield and their outlying suburban and rural districts constitute an area of rapid population growth where progressively greater volumes of ground water are being required for irrigation and industrial and public supplies. The area is also one of diverse geologic and hydrologic conditions. \r\n\r\nAs used in this report, the Eugene-Springfield area covers about 450 square miles and includes a part of the lower foothills of the Coast and Cascade Ranges and a strip of the main valley plain of the southern Willamette Valley. Volcanic and sedimentary rock units exposed in the foothills range in age from Eocene to Miocene. In the main valley plain the older units are overlain by Pleistocene and Holocene alluvial deposits. Marine-deposited sandstone, siltstone, shale, and mudstone of the older sedimentary units are fine grained and poorly permeable and yield water slowly to wells. The volcanic rocks, primarily of dacitic and andesitic composition, yield small quantities of water that are generally adequate only for domestic use. The alluvial deposits (sand and gravel) of the valley plain (central lowland) contain the most productive aquifers in the area and are considered to be the only ground-water reservoir for which large-scale development of ground-water supplies is feasible. \r\n\r\nAquifers in the area are recharged principally by direct infiltration of precipitation. Most of the precipitation, which averages about 4C inches per year, occurs during late autumn and winter. Minimum recharge by infiltration of precipitation to the alluvial aquifers beneath the valley plain is estimated to be about 100,000 acre-feet. Ground water is discharged naturally from the central lowland by seepage and spring flow to small streams, by subsurface outflow to adjacent areas, and by evapotranspiration. \r\n\r\nStorage capacity of the central lowland in the Eugene-Springfield area is estimated to be about 2.1 million acre-feet in the zone 10-150 feet below land surface. The quantity of ground water available annually from this area is far greater than the 23,000 acre-feet pumped for all uses in 1968. This pumpage was about 23 percent of the perennial yield (100,000 acre-ft), and about 77,000 acre-feet of water was left available for additional withdrawal. If annual withdrawals of water were increased to 100,000 acre-feet per year, the levels in the ground-water reservoir would be lowered. Once new equilibriums are established, increased withdrawals could be accommodated without progressive losses in aquifer storage or excessive losses in flow of the larger streams. \r\n\r\nGround water from the alluvial deposits of the valley plain is chemically suitable for irrigation and other uses, as is most of the water obtained from perched-water bodies in the sedimentary and volcanic rocks. However, the mineral content of water from the older sedimentary rocks, particularly from deeper producing zones, is greater than the mineral content of water from the alluvial deposits. Locally, some of the water from the older rocks is too saline for most uses. \r\n\r\nIncreased use of ground water may result in certain problems pertaining to waste-disposal practices, local overdraft of aquifers, well interference, and well construction. Present data are adequate to evaluate some of the factors relating to foreseeable problems but allow only tentative conclusions to be drawn about other factors, which include local direction of flow, rate of ground-water movement, and areas of possible ground-water contamination. Additional information obtained through systematic study will be needed to deal with these problems.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2018","usgsCitation":"Frank, F.J., 1973, Ground water in the Eugene-Springfield area, southern Willamette Valley, Oregon: U.S. Geological Survey Water Supply Paper 2018, Report: v, 65 p.; 3 Plates: 28.00 x 40.64 inches or smaller, https://doi.org/10.3133/wsp2018.","productDescription":"Report: v, 65 p.; 3 Plates: 28.00 x 40.64 inches or smaller","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":26471,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2018/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26470,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2018/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26472,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2018/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137291,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2018/report-thumb.jpg"},{"id":413983,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25502.htm","linkFileType":{"id":5,"text":"html"}},{"id":26469,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2018/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","otherGeospatial":"Eugene-Springfield area, southern Willamette Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -123.384,\n 44.25\n ],\n [\n -123.384,\n 44\n ],\n [\n -122.871,\n 44\n ],\n [\n -122.871,\n 44.25\n ],\n [\n -123.384,\n 44.25\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d9ef","contributors":{"authors":[{"text":"Frank, F. J.","contributorId":95037,"corporation":false,"usgs":true,"family":"Frank","given":"F.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":143656,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}