{"pageNumber":"2195","pageRowStart":"54850","pageSize":"25","recordCount":68892,"records":[{"id":29231,"text":"wri8022 - 1980 - Hydrology of selected basins in the Warrior coal field, Alabama — A progress report","interactions":[],"lastModifiedDate":"2022-01-25T21:18:47.917945","indexId":"wri8022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-22","title":"Hydrology of selected basins in the Warrior coal field, Alabama — A progress report","docAbstract":"<p>Hydrologic data are being collected in four basins in the Warrior coal field in Alabama to provide baseline information to aid in determining the effect mining will have on water resources. Basins monitored are in two different geologic and hydrologic environments. Two basins are underlain predominantly by relatively impermeable indurated rocks in the Pottsville Formation of Pennsylvanian age. The two remaining basins are underlain predominantly by unconsolidated permeable rocks in the Coker Formation of Late Cretaceous age. Well yields from the Pottsville Formation generally range from 0 to 0.3 liter per second, whereas well yields from the Coker Formation generally range form 0.3 to 6.4 liters per second. Streamflow distribution reflects seasonal precipitation. Storm runoff is characterized by sharply concentrated flows of short duration that rapidly recede to low-flow conditions. Streams draining basins underlain chiefly by the Pottsville Formation frequently go dry, whereas those draining basins underlain chiefly by the Coker Formation have well sustained low flows. Water in the Pottsville Formation is slightly acidic and moderately hard to very hard. Dissolved solids concentrations ranged from 176 to 268 milligrams per liter. Water in the Coker Formation is soft, far less mineralized, and more acidic than water in the Pottsville. Surface water is generally soft, acidic and low in dissolved solids concentrations. Water in streams draining basins underlain chiefly by the Pottsville Formation was slightly more mineralized and less acidic than water in streams draining the Coker Formation.&nbsp;</p>","language":"English","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri8022","usgsCitation":"Puente, C., Newton, J.G., and Hill, T.J., 1980, Hydrology of selected basins in the Warrior coal field, Alabama — A progress report: U.S. Geological Survey Water-Resources Investigations Report 80-22, vii, 62 p., https://doi.org/10.3133/wri8022.","productDescription":"vii, 62 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":394841,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35396.htm"},{"id":159124,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0022/report-thumb.jpg"},{"id":92274,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama","otherGeospatial":"Warrior coal field","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.5467,\n              33.327\n            ],\n            [\n              -87.344,\n              33.327\n            ],\n            [\n              -87.344,\n              33.599\n            ],\n            [\n              -87.5467,\n              33.599\n            ],\n            [\n              -87.5467,\n              33.327\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db602066","contributors":{"authors":[{"text":"Puente, Celso","contributorId":36140,"corporation":false,"usgs":true,"family":"Puente","given":"Celso","email":"","affiliations":[],"preferred":false,"id":201188,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Newton, John G.","contributorId":22323,"corporation":false,"usgs":true,"family":"Newton","given":"John","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201187,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hill, Thomas J.","contributorId":13270,"corporation":false,"usgs":true,"family":"Hill","given":"Thomas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201186,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30178,"text":"wri8066 - 1980 - Water quality of four lakes in Lakeville, Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T11:41:43","indexId":"wri8066","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-66","title":"Water quality of four lakes in Lakeville, Minnesota","docAbstract":"<p>Water-quality characteristics were determined for four selected lakes to provide background data for evaluating changes that may occur in the lakes because of urbanization. Precipitation of calcium carbonate is suggested by high pH values and a decrease in the calcium concentration when magnesium, sodium, and chloride concentrations increase. Pollution is indicated by chloride concentrations that increased from 18 to 57 milligrams per liter in 1978. The eutrophic state of the lakes is suggested by dissolved oxygen supersaturated near the surface and less than 0.1 milligram per liter near the deepest parts of the lakes. Determination of the trophic state of the lakes provided trophic state indices as high as 69-2. Phosphorus concentrations were significantly higher in two of the lakes sampled. <i>Anacystic</i> and <i>Oscillatoria</i> were the dominant phytoplankton genera. Phytoplankton blooms occurred throughout the year with the highest sampled concentration yielding 890,000 cells per milliliter.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri8066","collaboration":"Prepared in cooperation with the city of Lakeville, Minnesota","usgsCitation":"Tornes, L., and Have, M., 1980, Water quality of four lakes in Lakeville, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 80-66, vii, 51 p., https://doi.org/10.3133/wri8066.","productDescription":"vii, 51 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":95831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0066/report.pdf","size":"3941","linkFileType":{"id":1,"text":"pdf"}},{"id":159485,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0066/report-thumb.jpg"}],"country":"United States","state":"Minnesota","city":"Lakeville","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.333333,\n              44.733333\n            ],\n            [\n              -93.333333,\n              44.633333\n            ],\n            [\n              -93.25,\n              44.633333\n            ],\n            [\n              -93.25,\n              44.733333\n            ],\n            [\n              -93.333333,\n              44.733333\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adfe4b07f02db687858","contributors":{"authors":[{"text":"Tornes, L. H.","contributorId":103675,"corporation":false,"usgs":true,"family":"Tornes","given":"L. H.","affiliations":[],"preferred":false,"id":202813,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Have, M.R.","contributorId":79115,"corporation":false,"usgs":true,"family":"Have","given":"M.R.","affiliations":[],"preferred":false,"id":202812,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28610,"text":"wri8051 - 1980 - Nutrient yield of the Apalachicola River flood plain, Florida; water-quality assessment plan","interactions":[],"lastModifiedDate":"2019-07-10T09:47:00","indexId":"wri8051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-51","title":"Nutrient yield of the Apalachicola River flood plain, Florida; water-quality assessment plan","docAbstract":"The Apalachicola River in northwestern Florida is the location of one of four current U.S. Geological Survey National River Quality Assessments. The investigation of the Apalachicola River and flood plain is designed to quantify the organic detritus and nutrient yield to the productive, estuarine Apalachicola Bay. The extensive riverine flood plain is subject to seasonal flooding which transports large quantities of accumulated, decaying leaf litter from the flood plain into the river and ultimately into Apalachicola Bay. The Apalachicola River Quality Assessment has four major objectives; (1) Determine the accumulation of organic substances and trace elements in benthic organisms and fine-grained sediments; (2) Define the distribution of the major tree communities on the flood plain; (3) Assess the role of leaf fall and decomposition on nutrient yield; and (4) Identify and quantify major sources and pathways of nutrients to the river. Extensive emphasis is given to investigation approaches and techniques to facilitate technology transfer to similar wetland ecosystems. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8051","usgsCitation":"Mattraw, H.C., and Elder, J.F., 1980, Nutrient yield of the Apalachicola River flood plain, Florida; water-quality assessment plan: U.S. Geological Survey Water-Resources Investigations Report 80-51, iv, 21 p. , https://doi.org/10.3133/wri8051.","productDescription":"iv, 21 p. ","costCenters":[],"links":[{"id":159074,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0051/report-thumb.jpg"},{"id":365424,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0051/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Apalachicola River","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69673e","contributors":{"authors":[{"text":"Mattraw, H. C. Jr.","contributorId":21996,"corporation":false,"usgs":true,"family":"Mattraw","given":"H.","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200113,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Elder, John F.","contributorId":23919,"corporation":false,"usgs":true,"family":"Elder","given":"John","email":"","middleInitial":"F.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200114,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":41630,"text":"ofr801126 - 1980 - Aeromagnetic map of the northern part of the Ajo 1° by 2° quadrangle, Arizona","interactions":[],"lastModifiedDate":"2021-09-29T21:41:22.621148","indexId":"ofr801126","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1126","title":"Aeromagnetic map of the northern part of the Ajo 1° by 2° quadrangle, Arizona","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801126","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Aeromagnetic map of the northern part of the Ajo 1° by 2° quadrangle, Arizona: U.S. Geological Survey Open-File Report 80-1126, 1 Plate: 35.33 × 15.29 inches, https://doi.org/10.3133/ofr801126.","productDescription":"1 Plate: 35.33 × 15.29 inches","costCenters":[],"links":[{"id":170795,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":390002,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11481.htm"},{"id":79366,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1126/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","otherGeospatial":"Ajo 1° by 2° quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -114.125,\n              32.625\n            ],\n            [\n              -111.875,\n              32.625\n            ],\n            [\n              -111.875,\n              33.125\n            ],\n            [\n              -114.125,\n              33.125\n            ],\n            [\n              -114.125,\n              32.625\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae6e4b07f02db68b782","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":530525,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10770,"text":"ofr80771 - 1980 - A preliminary appraisal of the effects of agriculture on stream quality in southwest Georgia","interactions":[],"lastModifiedDate":"2022-08-09T15:25:13.503649","indexId":"ofr80771","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-771","title":"A preliminary appraisal of the effects of agriculture on stream quality in southwest Georgia","docAbstract":"<p>Water—quality and suspended—sediment samples were collected in two basins in southwest Georgia to determine whether water—quality problems have resulted from agricultural practices. Samples were collected monthly and during periods of storm runoff from December 1976 through July 1978. Concentrations of chemical constituents relevant to agricultural practices were found to be low, even during periods of storm runoff. Concentrations of total nitrogen and total phosphorus ranged from 0.30 to 1.60 and 0.01 to 0.42 milligrams per liter, respectively. Copper, arsenic, lead, mercury, and zinc concentrations were low and did not exceed Georgia Department of Natural Resources (1977) or U.S. Environmental Protection Agency (1977) standards for safe drinking water. Concentrations of suspended sediment and total nitrogen were found to remain relatively constant over a wide range of water discharge. Concentrations of total phosphorus showed a better relation to water discharge at Little River near Lenox than at Spring Creek near Iron City. Dissolved—solids concentrations in both streams generally decreased with an increase in water discharge. Average annual yields of selected constituents were low. Total nitrogen and total phosphorus yields were 0.60 to 0.63 and 0.04 to 0.06 tons per year per square mile in Little River and Spring Creek basins. Atrazine, butylate, and ethroprop pesticides were detected in concentrations up to 0.91 micrograms per liter in storm— runoff samples collected during the active farming season.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80771","collaboration":"Prepared in cooperation with the Georgia Department of Natural Resources","usgsCitation":"Radtke, D.B., McConnell, J.B., and Carey, W.P., 1980, A preliminary appraisal of the effects of agriculture on stream quality in southwest Georgia: U.S. Geological Survey Open-File Report 80-771, v, 40 p., https://doi.org/10.3133/ofr80771.","productDescription":"v, 40 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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,{"id":15656,"text":"ofr80444 - 1980 - Evaluation of water resources in the Reedsport area, Oregon","interactions":[],"lastModifiedDate":"2016-10-21T10:42:46","indexId":"ofr80444","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-444","title":"Evaluation of water resources in the Reedsport area, Oregon","docAbstract":"<p>The water supply for the Reedsport area is obtained from Clear Lake, a 310-acre coastal lake that contains 16, 600 acre-feet of water at full-pool. The lake receives about 6,000 acre-feet of water annually from runoff and direct precipitation, and it loses about 600 acre-feet by evaporation. The 2,100 acre-feet diverted annually for public supply is about two-thirds of the ' usable storage capacity ' of the lake volume above the water-supply outlet pipe. Clear Lake is classified as a warm monomictic lake; that is, it is thermally stratified except during winter. The water of Clear Lake is of the sodium chloride type and is low in dissolved solids and nutrients. The water is considered to be of good quality for public supply, on the basis of biological and chemical constituents analyzed, which include trace elements pesticides, and organic material. </p><p>The only ground-water source with potential to supply the needs of the Reedsport area is the dune sand-marine aquifer between U.S. Highway 101 and the coast. That aquifer consists largely of medium- to fine-grained sand with a variable saturated thickness of at least 90 feet. The aquifer is estimated to contain at least 12 billion gallons of water and to receive annual recharge from precipitation equivalent to 10 million gallons per day. Wells in the most productive part of the aquifer could be expected to yield a few hundred gallons per minute. The only identified water-quality problem is excessive iron reported in water from some wells. </p><p>Either Clear Lake or the major aquifer could supply the Reedsport area 's aticipated year 2000 need of about 2.4 million gallons per day.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr80444","collaboration":"Prepared in cooperation with the City of Reedsport","usgsCitation":"Rinella, J.F., Frank, F.J., and Leonard, A., 1980, Evaluation of water resources in the Reedsport area, Oregon: U.S. Geological Survey Open-File Report 80-444, Report: v, 37 p.; Plate: 14.43 x 19.71 inches, https://doi.org/10.3133/ofr80444.","productDescription":"Report: v, 37 p.; Plate: 14.43 x 19.71 inches","numberOfPages":"46","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":146510,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr80444.jpg"},{"id":330302,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0444/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":330303,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0444/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9cd9","contributors":{"authors":[{"text":"Rinella, Joseph F. jrinella@usgs.gov","contributorId":1371,"corporation":false,"usgs":true,"family":"Rinella","given":"Joseph","email":"jrinella@usgs.gov","middleInitial":"F.","affiliations":[],"preferred":true,"id":171503,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frank, F. J.","contributorId":95037,"corporation":false,"usgs":true,"family":"Frank","given":"F.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":171504,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Leonard, A.R.","contributorId":101669,"corporation":false,"usgs":true,"family":"Leonard","given":"A.R.","email":"","affiliations":[],"preferred":false,"id":171505,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28668,"text":"wri8025 - 1980 - Aquifer tests in the Gallup Sandstone near Yah-ta-hey, New Mexico","interactions":[],"lastModifiedDate":"2019-11-06T15:16:46","indexId":"wri8025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-25","title":"Aquifer tests in the Gallup Sandstone near Yah-ta-hey, New Mexico","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8025","usgsCitation":"McLean, J., 1980, Aquifer tests in the Gallup Sandstone near Yah-ta-hey, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 80-25, vi, 25 p. , https://doi.org/10.3133/wri8025.","productDescription":"vi, 25 p. ","costCenters":[],"links":[{"id":158360,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0025/report-thumb.jpg"},{"id":369019,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1980/0025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","city":"Yah-ta-hey","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108.78833770751953,\n              35.62074465310117\n            ],\n            [\n              -108.77117156982422,\n              35.62074465310117\n            ],\n            [\n              -108.77117156982422,\n              35.632465305793744\n            ],\n            [\n              -108.78833770751953,\n              35.632465305793744\n            ],\n            [\n              -108.78833770751953,\n              35.62074465310117\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f23","contributors":{"authors":[{"text":"McLean, J. S.","contributorId":48589,"corporation":false,"usgs":true,"family":"McLean","given":"J. S.","affiliations":[],"preferred":false,"id":200200,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4289,"text":"cir715K - 1980 - Evaluation of planning alternatives for maintaining desirable dissolved-oxygen concentrations in the Willamette River, Oregon","interactions":[],"lastModifiedDate":"2017-02-03T13:53:54","indexId":"cir715K","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"715","chapter":"K","title":"Evaluation of planning alternatives for maintaining desirable dissolved-oxygen concentrations in the Willamette River, Oregon","docAbstract":"For nearly half a century the Willamette River in Oregon experienced severe dissolved-oxygen problems related to large loads of organically rich waste waters from industries and municipalities. Since the mid-1950 's dissolved oxygen quality has gradually improved owing to low-flow augmentation, the achievement of basinwide secondary treatment, and the use of other waste-management practices. As a result, summer dissolved-oxygen levels have increased, salmon runs have returned, and the overall effort is widely regarded as a singular water-quality success. To document the improved dissolved-oxygen regimen, the U.S. Geological Survey conducted intensive studies of the Willamette during the summer low-flow seasons of 1973 and 1974. During each summer the mean daily dissolved-oxygen levels were found to be higher than 5 milligrams per liter throughout the river. Because of the basinwide secondary treatment, carbonaceous deoxygenation rates were low. In addition, almost half of the biochemical oxygen demand entering the Willamette was from diffuse (nonpoint) sources rather than outfalls. These results indicated that point-source biochemical oxygen demand was no longer the primary cause of dissolved-oxygen depletion. Instead, the major causes of deoxygenation were nitrification in a shallow ' surface active ' reach below Salem and an anomalous oxygen demand (believed to be primarily of benthal origin) in Portland Harbor. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir715K","usgsCitation":"Rickert, D.A., Rinella, F.A., Hines, W.G., and McKenzie, S.W., 1980, Evaluation of planning alternatives for maintaining desirable dissolved-oxygen concentrations in the Willamette River, Oregon: U.S. Geological Survey Circular 715, vii, p K1-K30; ill., map ; 26 cm., https://doi.org/10.3133/cir715K.","productDescription":"vii, p K1-K30; ill., map ; 26 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":117202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1980/0715k/report-thumb.jpg"},{"id":31400,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1980/0715k/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fac76","contributors":{"authors":[{"text":"Rickert, David A.","contributorId":80247,"corporation":false,"usgs":true,"family":"Rickert","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":148733,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rinella, F. A.","contributorId":89120,"corporation":false,"usgs":true,"family":"Rinella","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":148735,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hines, W. G.","contributorId":84742,"corporation":false,"usgs":true,"family":"Hines","given":"W.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":148734,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"McKenzie, S. W.","contributorId":66240,"corporation":false,"usgs":true,"family":"McKenzie","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":148732,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":41948,"text":"ofr80330 - 1980 - Annual summary of ground-water conditions in Arizona, spring 1978 to spring 1979","interactions":[],"lastModifiedDate":"2012-02-02T00:05:05","indexId":"ofr80330","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-330","title":"Annual summary of ground-water conditions in Arizona, spring 1978 to spring 1979","docAbstract":"In 1978 the withdrawal of ground water was about 4.2 million acre-feet in Arizona, and slightly more than 3.4 million acre-feet of ground water was used for the irrigation of crops. The amount of ground water withdrawn in 1978 decreased more than 1.2 million acre-feet from the amount withdrawn in 1977 and is the smallest amount withdrawn since the mid-1950 's except in 1966. Nearly all the decrease was in the amount of ground water used for irrigation in the Basin and Range lowlands province. Possible causes for the decrease include above-average precipitation, greater availability of surface water, and some comparatively new conservation practices. The Salt River Valley and the lower Santa Cruz area are the largest agricultural areas in the State; the amount of ground water withdrawn for agricultural use in the Salt River Valley and the lower Santa Cruz area decreased nearly 613,000 and 291,000 acre-feet, respectively, between 1977 and 1978. The report contains two small-scale maps of Arizona that show (1) pumpage of ground water by areas and (2) the status of the ground-water inventory in the State. The main map, which is at a scale of 1:500,000, shows potential well production, depth to water in selected wells in spring 1979, and change in water level in selected wells from 1974 to 1979. The brief text that accompanies the maps summarizes the current ground-water conditions in the State. (USGS)","language":"ENGLISH","doi":"10.3133/ofr80330","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Annual summary of ground-water conditions in Arizona, spring 1978 to spring 1979 (WRI/OFR): U.S. Geological Survey Open-File Report 80-330, 1 map : col. ;89 x 59 cm., https://doi.org/10.3133/ofr80330.","productDescription":"1 map : col. ;89 x 59 cm.","costCenters":[],"links":[{"id":136824,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79712,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0330/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79713,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0330/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79714,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0330/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e486ce4b07f02db50b5af","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":530722,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7911,"text":"ofr80384 - 1980 - Schlumberger soundings in the Fish Springs Flat area, Juab County, Utah","interactions":[],"lastModifiedDate":"2022-10-25T19:42:02.707209","indexId":"ofr80384","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-384","title":"Schlumberger soundings in the Fish Springs Flat area, Juab County, Utah","docAbstract":"<p>In 1978 the U. S. Geological Survey made 43 Schlumberger soundings in the Fish Springs Flat area, Juab County, Utah. The purpose of this survey was to delineate water quality and obtain structural information. Fish Springs Flat consists mainly of Quaternery deposits of sand, gravel, clay, and silt. On the west Fish Springs Flat is bordered by the Fish Springs Range which is composed primarily of Paleozoic limestone. With the exception of a short section of metal fence and concrete culverts, disruptive cultural features did not appear to be present.</p><p>The purpose of this report is to release the field data obtained in this survey. In addition the automatic inversion of the sounding curves, computer-generated geoelectric cross sections, and interpreted resistivity maps are also given and briefly described.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80384","usgsCitation":"Bisdorf, R.J., and Zohdy, A.A., 1980, Schlumberger soundings in the Fish Springs Flat area, Juab County, Utah: U.S. Geological Survey Open-File Report 80-384, 73 p., https://doi.org/10.3133/ofr80384.","productDescription":"73 p.","costCenters":[],"links":[{"id":408712,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0384/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0384/report-thumb.jpg"}],"country":"United States","state":"Utah","county":"Juab County","otherGeospatial":"Fish Springs Flat area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.0478,39.3132 ], [ -114.0478,40.0112 ], [ -111.583,40.0112 ], [ -111.583,39.3132 ], [ -114.0478,39.3132 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd44a","contributors":{"authors":[{"text":"Bisdorf, Robert J.","contributorId":107277,"corporation":false,"usgs":true,"family":"Bisdorf","given":"Robert","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":156821,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zohdy, Adel A. R.","contributorId":61799,"corporation":false,"usgs":true,"family":"Zohdy","given":"Adel","email":"","middleInitial":"A. R.","affiliations":[],"preferred":false,"id":156820,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30175,"text":"wri8079 - 1980 - Preimpoundment water quality of the Wild Rice River, Norman County, Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T11:37:49","indexId":"wri8079","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-79","title":"Preimpoundment water quality of the Wild Rice River, Norman County, Minnesota","docAbstract":"<p>Water samples have been collected at two sites on the Wild Rice River since September 1974 to establish baseline water-quality characteristics before construction of a reservoir for recreation and flood control near Twin Valley, Minn. A decline in water quality between the sites is shown by mean total phosphorus concentrations, which increase from 0.06 to 0.10 milligram per liter downstream, and mean turbidity, which increases from 12 to 24 units downstream. Phosphorus and ammonia concentrations, as high as 0.31 and 2.7 milligrams per liter, respectively, could be the result of domestic waste input to the river upstream from Hendrum. Biochemical oxygen demand concentrations were significantly higher during spring runoff than during the rest of the year. Four out of 90 bacteria samples taken at Twin Valley indicate the presence of human fecal material, though bacteria densities do not exceed recommendations of the U.S. Environmental Protection Agency for public-water supplies. The dominace of organic-pollution tolerant phytoplankton in 49 out of 78 samples also indicates degradation of the river quality at Twin Valley. Nutrient concentrations at Twin Valley have no apparent effect on phytoplankton concentrations. None of the consitituents sampled were found to exceed recommended concentrations for public-water supplies.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri8079","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Tornes, L., 1980, Preimpoundment water quality of the Wild Rice River, Norman County, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 80-79, iv, 36 p., https://doi.org/10.3133/wri8079.","productDescription":"iv, 36 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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,{"id":40991,"text":"ofr80590 - 1980 - Potentiometric map of the Meridian-Upper Wilcox Aquifer in Mississippi, fall 1979","interactions":[],"lastModifiedDate":"2012-02-02T00:10:34","indexId":"ofr80590","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-590","title":"Potentiometric map of the Meridian-Upper Wilcox Aquifer in Mississippi, fall 1979","docAbstract":"The potentiometric map of the Meridian-upper Wilcox aquifer is one of a series of maps, prepared by the U.S. Geological Survey in cooperation with the Mississippi Department of Natural Resources, Bureau of Land and Water Resources, delineating the potentiometric surfaces of the major aquifers in Mississippi. In the outcrop area of the Meridian-upper Wilcox aquifer the potentiometric surface is strongly affected by recharge from precipitation, by topography, and by drainage of the aquifer by streams. The potentiometric surface slopes downward generally to the west away from the area of outcrop and is strongly affected by large groundwater withdrawals in the Greenwood, Indianola, Marks, Grenada, and Memphis areas. Historically, water levels in or near the outcrop of the Meridian-upper Wilcox have shown little or no long-term changes, but during the past 20 years water levels have declined from 1 to 2 feet per year in much of the confined part of the aquifer. (USGS)","language":"ENGLISH","doi":"10.3133/ofr80590","usgsCitation":"Wasson, B.E., 1980, Potentiometric map of the Meridian-Upper Wilcox Aquifer in Mississippi, fall 1979 (WRI/OFR): U.S. Geological Survey Open-File Report 80-590, 1 map :col. ;86 x 75 cm., https://doi.org/10.3133/ofr80590.","productDescription":"1 map :col. ;86 x 75 cm.","costCenters":[],"links":[{"id":173383,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":78875,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0590/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683233","contributors":{"authors":[{"text":"Wasson, B. E.","contributorId":11204,"corporation":false,"usgs":true,"family":"Wasson","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":224292,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29297,"text":"wri8053 - 1980 - Effects of strip mining the abandoned deep Anna S Mine on the hydrology of Babb Creek, Tioga County, Pennsylvania","interactions":[],"lastModifiedDate":"2023-03-07T20:32:25.769584","indexId":"wri8053","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-53","title":"Effects of strip mining the abandoned deep Anna S Mine on the hydrology of Babb Creek, Tioga County, Pennsylvania","docAbstract":"<p>Daylighting (strip mining of coal seams previously deep mined) operations are being conducted on the Anna S Mine, that underlies about 850 acres that are drained by three major discharges. The Hunter Drift drains an underground area of about 400 acres, the Anna S 1 main entry, an area of 330 acres, and Mitchel 2 discharge an area of about 120 acres. As of August 1, 1979, about 55 acres (15%) had been daylighted in the Hunter Drift basin, about 15 acres (5%) in the Anna S main entry basin and about 30 acres (25%) in the Mitchel basin. The acidity of the Mitchel 2 discharge changed the most, from 176 milligrams per liter (as CaCO3) in 1975-76 to 1,190 in 1978-79, an increase of 580%. The acidity of the Hunter Drift discharge increased from 348 milligrams per liter during 1975-76 to 710 milligrams per liter during 1978-79, an increase of 100%. The acidity of Anna S 1 increased about 45%.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8053","usgsCitation":"Reed, L.A., 1980, Effects of strip mining the abandoned deep Anna S Mine on the hydrology of Babb Creek, Tioga County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 80-53, v, 41 p., https://doi.org/10.3133/wri8053.","productDescription":"v, 41 p.","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":413783,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35421.htm","linkFileType":{"id":5,"text":"html"}},{"id":277887,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0053/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159200,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/53/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania","county":"Tioga County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.394,\n              41.533\n            ],\n            [\n              -77.394,\n              41.717\n            ],\n            [\n              -77.129,\n              41.717\n            ],\n            [\n              -77.129,\n              41.533\n            ],\n            [\n              -77.394,\n              41.533\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ebf0","contributors":{"authors":[{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201296,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":41996,"text":"ofr80996 - 1980 - Aeromagnetic map of the Dragoons area, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:05:02","indexId":"ofr80996","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-996","title":"Aeromagnetic map of the Dragoons area, Arizona","language":"ENGLISH","doi":"10.3133/ofr80996","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Aeromagnetic map of the Dragoons area, Arizona: U.S. Geological Survey Open-File Report 80-996, 1 map ;45 x 46 cm., https://doi.org/10.3133/ofr80996.","productDescription":"1 map ;45 x 46 cm.","costCenters":[],"links":[{"id":135458,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79753,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0996/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6967e2","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":530762,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":41999,"text":"ofr80149 - 1980 - Aeromagnetic map of the eastern Northern Peninsula of Michigan","interactions":[],"lastModifiedDate":"2022-08-02T19:20:15.952164","indexId":"ofr80149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-149","title":"Aeromagnetic map of the eastern Northern Peninsula of Michigan","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80149","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Aeromagnetic map of the eastern Northern Peninsula of Michigan: U.S. Geological Survey Open-File Report 80-149, 8 Plates: 26.00 × 42.00 inches or smaller, https://doi.org/10.3133/ofr80149.","productDescription":"8 Plates: 26.00 × 42.00 inches or smaller","costCenters":[],"links":[{"id":135461,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":19901,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0149/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":19900,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0149/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":19899,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0149/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":19898,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0149/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":19897,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0149/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":19896,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0149/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":19895,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0149/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":19894,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0149/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":404699,"rank":10,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75213.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Michigan","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.7540283203125,\n              45.80199916666154\n            ],\n            [\n              -83.90808105468749,\n              45.80199916666154\n            ],\n            [\n              -83.90808105468749,\n              46.58906908309182\n            ],\n            [\n              -84.7540283203125,\n              46.58906908309182\n            ],\n            [\n              -84.7540283203125,\n              45.80199916666154\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae7e4b07f02db68be8c","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":530764,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":42008,"text":"ofr80588 - 1980 - Altitude of water table and saline-water front, Hialeah-Miami Springs well field area, Dade County, Florida, May 3, 1978","interactions":[],"lastModifiedDate":"2012-02-02T00:10:26","indexId":"ofr80588","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-588","title":"Altitude of water table and saline-water front, Hialeah-Miami Springs well field area, Dade County, Florida, May 3, 1978","language":"ENGLISH","doi":"10.3133/ofr80588","usgsCitation":"Swayze, L.J., 1980, Altitude of water table and saline-water front, Hialeah-Miami Springs well field area, Dade County, Florida, May 3, 1978: U.S. Geological Survey Open-File Report 80-588, 1 map ;58 x 88 cm., https://doi.org/10.3133/ofr80588.","productDescription":"1 map ;58 x 88 cm.","costCenters":[],"links":[{"id":169656,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79763,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0588/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6869c2","contributors":{"authors":[{"text":"Swayze, Leo J.","contributorId":55437,"corporation":false,"usgs":true,"family":"Swayze","given":"Leo","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":225833,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12196,"text":"ofr80501 - 1980 - Notes on the geology of Tibet and adjacent areas; report of the American plate tectonics delegation to the People's Republic of China","interactions":[],"lastModifiedDate":"2018-01-12T12:51:02","indexId":"ofr80501","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-501","title":"Notes on the geology of Tibet and adjacent areas; report of the American plate tectonics delegation to the People's Republic of China","docAbstract":"Mean water levels in wells across Georgia were from 3.03 feet higher to 11.67 feet lower in 1979 than in 1978, and in some areas were the lowest on record. Water levels in the principal artesian aquifer underwent a long-term decline during the period 1970-79. In some areas water levels dropped more than 10 feet. Wells tapping the Clayton Limestone in the Albany area showed a long-term decline during the period 1970-79, and in some wells water levels dropped more than 20 feet. Water levels in the Cretaceous aquifer system showed little fluctuation during 1979. In the Piedmont area mean water levels remained the same to 4 feet higher in 1979 than in 1978 and showed no long-term trend. (USGS)","language":"ENGLISH","doi":"10.3133/ofr80501","usgsCitation":"Bally, A., Allen, C.R., Geyer, R., Hamilton, W., Hopson, C., Molnar, P., Oliver, J., Opdyke, N., Plafker, G., and Wu, F., 1980, Notes on the geology of Tibet and adjacent areas; report of the American plate tectonics delegation to the People's Republic of China: U.S. Geological Survey Open-File Report 80-501, 101 p.; ill., maps ;28 cm., https://doi.org/10.3133/ofr80501.","productDescription":"101 p.; ill., maps ;28 cm.","costCenters":[],"links":[{"id":145869,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0501/report-thumb.jpg"},{"id":40233,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0501/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649c29","contributors":{"authors":[{"text":"Bally, A.W.","contributorId":63404,"corporation":false,"usgs":true,"family":"Bally","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":165427,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Allen, Clarence R.","contributorId":118693,"corporation":false,"usgs":true,"family":"Allen","given":"Clarence","email":"","middleInitial":"R.","affiliations":[{"id":7218,"text":"California Institute of Technology","active":true,"usgs":false}],"preferred":false,"id":165429,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Geyer, R.B.","contributorId":19953,"corporation":false,"usgs":true,"family":"Geyer","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":165426,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hamilton, W.B.","contributorId":7709,"corporation":false,"usgs":true,"family":"Hamilton","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":165421,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hopson, C.A.","contributorId":13244,"corporation":false,"usgs":true,"family":"Hopson","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":165424,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Molnar, P.H.","contributorId":15212,"corporation":false,"usgs":true,"family":"Molnar","given":"P.H.","email":"","affiliations":[],"preferred":false,"id":165425,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Oliver, J.E.","contributorId":9260,"corporation":false,"usgs":true,"family":"Oliver","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":165422,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Opdyke, N.D.","contributorId":92678,"corporation":false,"usgs":true,"family":"Opdyke","given":"N.D.","email":"","affiliations":[],"preferred":false,"id":165428,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Plafker, George","contributorId":3920,"corporation":false,"usgs":false,"family":"Plafker","given":"George","email":"","affiliations":[],"preferred":false,"id":165420,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Wu, F.T.","contributorId":9270,"corporation":false,"usgs":true,"family":"Wu","given":"F.T.","email":"","affiliations":[],"preferred":false,"id":165423,"contributorType":{"id":1,"text":"Authors"},"rank":10}]}}
,{"id":9423,"text":"ofr8044 - 1980 - Basic elements of ground-water hydrology with reference to North Carolina","interactions":[],"lastModifiedDate":"2016-12-14T11:33:04","indexId":"ofr8044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-44","title":"Basic elements of ground-water hydrology with reference to North Carolina","docAbstract":"This report was prepared as an aid to developing a better understanding of the groundwater resources of North Carolina. It consists of 46 essays grouped into five parts. The topics covered by these essays range from the most basic aspects of ground-water hydrology to the identification and correction of problems that affect the operation of supply wells. The essays were designed both for self study and for use in workshops on ground-water hydrology and the development and operation of ground-water supplies. From the standpoint of self study, it is assumed that the reader does not have any prior knowledge of geology or ground-water hydrology. Those readers with such knowledge can simply skip those topics with which they are already familar. 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,{"id":9419,"text":"ofr801023 - 1980 - Mathematical model of the Tesuque aquifer system underlying Pojoaque River basin and vicinity, New Mexico","interactions":[{"subject":{"id":9419,"text":"ofr801023 - 1980 - Mathematical model of the Tesuque aquifer system underlying Pojoaque River basin and vicinity, New Mexico","indexId":"ofr801023","publicationYear":"1980","noYear":false,"title":"Mathematical model of the Tesuque aquifer system underlying Pojoaque River basin and vicinity, New Mexico"},"predicate":"SUPERSEDED_BY","object":{"id":1817,"text":"wsp2205 - 1985 - Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico","indexId":"wsp2205","publicationYear":"1985","noYear":false,"title":"Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico"},"id":1}],"supersededBy":{"id":1817,"text":"wsp2205 - 1985 - Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico","indexId":"wsp2205","publicationYear":"1985","noYear":false,"title":"Mathematical model of the Tesuque aquifer system near Pojoaque, New Mexico"},"lastModifiedDate":"2022-04-26T22:39:03.500599","indexId":"ofr801023","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1023","title":"Mathematical model of the Tesuque aquifer system underlying Pojoaque River basin and vicinity, New Mexico","docAbstract":"<p>A three-dimensional digital model of ground-water flow was constructed to represent the dipping anisotropic beds of the Tesuque aquifer system underlying the Pojoaque River basin and vicinity, New Mexico. Simulations of steady-state conditions and historical ground-water withdrawals were consistent with observed data. The model was used to simulate the response of the aquifer system to an irrigation development plan in the Pojoaque River basin. Storage is the main source of water as 34.05 cubic feet per second (86 percent of the withdrawal rate) was simulated to be withdrawn from storage after 50 years of withdrawals for irrigation development; the maximum simulated water-level decline was 334 feet; and net simulated streamflow capture from the Rio Grande, Santa Cruz, Pojoaque, and Santa Fe Rivers was 5.63 cubic feet per second (14 percent of the withdrawal rate). The sensitivity of the model was tested by varying aquifer characteristics to the limits of the plausible range. Change in hydraulic head in Pojoaque River basin is most sensitive to hydraulic conductivity. In all simulations, after 50 years of withdrawals, the maximum simulated decline in hydraulic head ranged between 210 and 474 feet, storage in the aquifer system was the source of 80 to 90 percent of the water withdrawn from wells, and streamflow capture from the Rio Grande and its tributaries plus irrigation diversions from the tributaries of the Pojoaque River simulated a decrease in the flow of the Rio Grande of between 17.13 and 21.11 cubic feet per second.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801023","collaboration":"Prepared in cooperation with the U.S. Bureau of Indian Affairs","usgsCitation":"Hearne, G.A., 1980, Mathematical model of the Tesuque aquifer system underlying Pojoaque River basin and vicinity, New Mexico: U.S. Geological Survey Open-File Report 80-1023, xiv, 181 p., https://doi.org/10.3133/ofr801023.","productDescription":"xiv, 181 p.","costCenters":[],"links":[{"id":141821,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1023/report-thumb.jpg"},{"id":399718,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","otherGeospatial":"Pojoaque River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.09840393066406,\n              35.93354064249312\n            ],\n            [\n              -106.06098175048828,\n              35.93354064249312\n            ],\n            [\n              -106.06098175048828,\n              35.980228800645676\n            ],\n            [\n              -106.09840393066406,\n              35.980228800645676\n            ],\n            [\n              -106.09840393066406,\n              35.93354064249312\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ffd5","contributors":{"authors":[{"text":"Hearne, Glenn A.","contributorId":50882,"corporation":false,"usgs":true,"family":"Hearne","given":"Glenn","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":159655,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29319,"text":"wri8014 - 1980 - A comparison of analog and digital modeling techniques for simulating three-dimensional ground-water flow on Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri8014","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-14","title":"A comparison of analog and digital modeling techniques for simulating three-dimensional ground-water flow on Long Island, New York","docAbstract":"A three-dimensional electric-analog model of the Long Island, NY , groundwater system constructed by the U.S. Geological Survey in the early 1970 's was used as the basis for developing a digital, three-dimensional finite-difference model. The digital model was needed to provide faster modifications and more rapid solutions to water-management questions. Results generated by the two models are depicted as potentiometric-surface maps of the upper glacial and Magothy aquifers. Results compare favorably for all parts of Long Island except the northwestern part, where hydrologic discontinuities are most prevalent and which the two models represent somewhat differently. The mathematical and hydrologic principles used in development of ground-water models, and the procedures for calibration and acceptance, are presented in nontechnical terms. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8014","usgsCitation":"Reilly, T.E., and Harbaugh, A.W., 1980, A comparison of analog and digital modeling techniques for simulating three-dimensional ground-water flow on Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 80-14, v, 40 p. :ill., maps ;29 cm., https://doi.org/10.3133/wri8014.","productDescription":"v, 40 p. :ill., maps ;29 cm.","costCenters":[],"links":[{"id":118893,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0014/report-thumb.jpg"},{"id":58160,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0014/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b1071","contributors":{"authors":[{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":201341,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harbaugh, Arlen W. harbaugh@usgs.gov","contributorId":426,"corporation":false,"usgs":true,"family":"Harbaugh","given":"Arlen","email":"harbaugh@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":201340,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29344,"text":"wri8018 - 1980 - Ground water in the Piedmont Upland of central Maryland","interactions":[],"lastModifiedDate":"2019-11-14T14:46:16","indexId":"wri8018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-18","title":"Ground water in the Piedmont Upland of central Maryland","docAbstract":"Aquifers in a 130-square-mile area of the central Maryland and Piedmont, are shown to be the sole or principal source of water. The study area is underlain chiefly by crystalline rocks and partly by unaltered sandstones and siltstones. The groundwater is derived from local precipitation and generally occurs under water-table conditions. Its movement is restricted by the lack of interconnected openings, and most groundwater occurs within 300 feet of the land surface. Hydrographs indicate no long-term change in groundwater storage. A few wells yield more than 100 gallons per minute, but about 70% of 286 inventoried wells yield 10 gallons per minute or less; most specific capacities are less than 1.0 gallon per minute per foot. The groundwater quality is generally satisfactory without treatment and there are no known widespread pollution problems. Estimated daily figures on groundwater use are as follows; 780,000 gallons for domestic purposes; 55,000 for commercial purposes; and 160,000 for public supply. Although part of the area is served by an existing surface-water supply and could be served by possible extension of those and other public-supply water mains, much of the rural population is dependent on the groundwater available from private wells tapping the single aquifer that underlies any given location. Neither the groundwater conditions nor this dependence on individual wells is unique to the study area, but, rather, applies to the entire Piedmont province. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8018","usgsCitation":"Richardson, C.A., 1980, Ground water in the Piedmont Upland of central Maryland: U.S. Geological Survey Water-Resources Investigations Report 80-18, v, 42 p., https://doi.org/10.3133/wri8018.","productDescription":"v, 42 p.","costCenters":[],"links":[{"id":159625,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0018/report-thumb.jpg"},{"id":369230,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Maryland","otherGeospatial":"Piedmont Upland","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.3876953125,\n              38.997841307500714\n            ],\n            [\n              -75.948486328125,\n              38.997841307500714\n            ],\n            [\n              -75.948486328125,\n              39.57182223734374\n            ],\n            [\n              -77.3876953125,\n              39.57182223734374\n            ],\n            [\n              -77.3876953125,\n              38.997841307500714\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0ae4b07f02db69d572","contributors":{"authors":[{"text":"Richardson, Claire A.","contributorId":33299,"corporation":false,"usgs":true,"family":"Richardson","given":"Claire","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201380,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":40932,"text":"ofr801002 - 1980 - Potentiometric surface map of the Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1980","interactions":[],"lastModifiedDate":"2022-08-25T18:38:16.679385","indexId":"ofr801002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1002","title":"Potentiometric surface map of the Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1980","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801002","usgsCitation":"Schiner, G.R., and Hayes, E.C., 1980, Potentiometric surface map of the Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1980: U.S. Geological Survey Open-File Report 80-1002, 1 Plate: 27.24 × 45.25 inches, https://doi.org/10.3133/ofr801002.","productDescription":"1 Plate: 27.24 × 45.25 inches","costCenters":[],"links":[{"id":171439,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":78823,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1002/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":405614,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75323.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","otherGeospatial":"St. Johns River Water Management District and vicinity","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.5,\n              26.5\n            ],\n            [\n              -80.0333,\n              26.5\n            ],\n            [\n              -80.0333,\n              30.6606\n            ],\n            [\n              -82.5,\n              30.6606\n            ],\n            [\n              -82.5,\n              26.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683161","contributors":{"authors":[{"text":"Schiner, George R.","contributorId":22743,"corporation":false,"usgs":true,"family":"Schiner","given":"George","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":224200,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hayes, Eugene C.","contributorId":46918,"corporation":false,"usgs":true,"family":"Hayes","given":"Eugene","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":224201,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":40931,"text":"ofr8069 - 1980 - Potentiometric surface map of the Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1979","interactions":[],"lastModifiedDate":"2021-11-15T22:31:37.36515","indexId":"ofr8069","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-69","title":"Potentiometric surface map of the Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1979","docAbstract":"This map presents the potentiometric surface of the Floridan aquifer in the St. Johns River Water Management District and vicinity for May 1979. The Floridan aquifer is the principal source of potable water in the area. Water-level measurements were made on approximately 1200 wells and on several springs. The potentiometric surface is shown by 5-foot contour intervals except in the Fernandina Beach area where 20-foot intervals are used to show a deep cone of depression. This is the fourth map of a series covering the entire St. Johns River Water Management District and vicinity. Two maps cover the low water-level period in May and two show the high-water period in September. The potentiometric surface ranged from 125 feet above the National Vertical Datum of 1929 (NGVD) in Polk County to 120 feet below NGVD in Nassau County. (USGS)","doi":"10.3133/ofr8069","usgsCitation":"Laughlin, C.P., Hayes, E.C., and Schiner, G.R., 1980, Potentiometric surface map of the Floridan aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1979: U.S. Geological Survey Open-File Report 80-69, 1 Plate: 26.07 × 44.82 inches, https://doi.org/10.3133/ofr8069.","productDescription":"1 Plate: 26.07 × 44.82 inches","costCenters":[],"links":[{"id":391711,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75184.htm"},{"id":78822,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0069/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":171438,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"St. Johns River Water Management District and vicinity","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.8333,\n              26.75\n            ],\n            [\n              -80,\n              26.75\n            ],\n            [\n              -80,\n              30.75\n            ],\n            [\n              -82.8333,\n              30.75\n            ],\n            [\n              -82.8333,\n              26.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683175","contributors":{"authors":[{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":224197,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hayes, E. C.","contributorId":47836,"corporation":false,"usgs":true,"family":"Hayes","given":"E.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":224199,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schiner, George R.","contributorId":22743,"corporation":false,"usgs":true,"family":"Schiner","given":"George","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":224198,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":15581,"text":"ofr80439 - 1980 - Ground water conditions in Tooele Valley, Utah, 1976-78","interactions":[{"subject":{"id":15581,"text":"ofr80439 - 1980 - Ground water conditions in Tooele Valley, Utah, 1976-78","indexId":"ofr80439","publicationYear":"1980","noYear":false,"title":"Ground water conditions in Tooele Valley, Utah, 1976-78"},"predicate":"SUPERSEDED_BY","object":{"id":70042792,"text":"70042792 - 1981 - Ground-water conditions in Tooele Valley, Utah, 1976-78","indexId":"70042792","publicationYear":"1981","noYear":false,"title":"Ground-water conditions in Tooele Valley, Utah, 1976-78"},"id":1}],"supersededBy":{"id":70042792,"text":"70042792 - 1981 - Ground-water conditions in Tooele Valley, Utah, 1976-78","indexId":"70042792","publicationYear":"1981","noYear":false,"title":"Ground-water conditions in Tooele Valley, Utah, 1976-78"},"lastModifiedDate":"2025-09-12T17:37:17.870044","indexId":"ofr80439","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-439","title":"Ground water conditions in Tooele Valley, Utah, 1976-78","docAbstract":"<p>No abstract available.<br data-mce-bogus=\"1\"></p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr80439","usgsCitation":"Razem, A.C., and Steiger, J.I., 1980, Ground water conditions in Tooele Valley, Utah, 1976-78: U.S. Geological Survey Open-File Report 80-439, Report: 67 p.; 2 Figures: 16.89 x 17.92 inches and 8.19 x 10.77 inches; 8 Tables: 17.06 x 22.25 inches or smaller, https://doi.org/10.3133/ofr80439.","productDescription":"Report: 67 p.; 2 Figures: 16.89 x 17.92 inches and 8.19 x 10.77 inches; 8 Tables: 17.06 x 22.25 inches or smaller","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":495464,"rank":11,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1980/0439/table-5-7.pdf","text":"Table 5-7","linkFileType":{"id":1,"text":"pdf"}},{"id":495463,"rank":10,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1980/0439/table-5-6.pdf","text":"Table 5-6","linkFileType":{"id":1,"text":"pdf"}},{"id":495462,"rank":9,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1980/0439/table-5-5.pdf","text":"Table 5-5","linkFileType":{"id":1,"text":"pdf"}},{"id":495461,"rank":8,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1980/0439/table-5-4.pdf","text":"Table 5-4","linkFileType":{"id":1,"text":"pdf"}},{"id":495465,"rank":12,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1980/0439/table-5-8.pdf","text":"Table 5-8","linkFileType":{"id":1,"text":"pdf"}},{"id":495460,"rank":7,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1980/0439/table-5-3.pdf","text":"Table 5-3","linkFileType":{"id":1,"text":"pdf"}},{"id":495459,"rank":6,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1980/0439/table-5-2.pdf","text":"Table 5-2","linkFileType":{"id":1,"text":"pdf"}},{"id":495458,"rank":5,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1980/0439/table-5-1.pdf","text":"Table 5-1","linkFileType":{"id":1,"text":"pdf"}},{"id":495457,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1980/0439/figure-3-explanation.pdf","text":"Figure 3 Explanation","linkFileType":{"id":1,"text":"pdf"}},{"id":495456,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1980/0439/figure-3.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}},{"id":495455,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0439/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147762,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0439/report-thumb.jpg"}],"country":"United States","state":"Utah","otherGeospatial":"Tooele Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.587890625,\n              40.46157664398329\n            ],\n            [\n              -112.587890625,\n              40.81588791441588\n            ],\n            [\n              -112.16217041015624,\n              40.81588791441588\n            ],\n            [\n              -112.16217041015624,\n              40.46157664398329\n            ],\n            [\n              -112.587890625,\n              40.46157664398329\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66dc1c","contributors":{"authors":[{"text":"Razem, Allan C.","contributorId":72390,"corporation":false,"usgs":true,"family":"Razem","given":"Allan","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":171378,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Steiger, Judy I. jsteiger@usgs.gov","contributorId":3689,"corporation":false,"usgs":true,"family":"Steiger","given":"Judy","email":"jsteiger@usgs.gov","middleInitial":"I.","affiliations":[],"preferred":true,"id":171377,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":7652,"text":"ofr80449 - 1980 - Water-quality reconnaissance of the Middle and North Branch Park River watersheds, northeastern North Dakota","interactions":[],"lastModifiedDate":"2018-02-14T15:29:23","indexId":"ofr80449","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-449","title":"Water-quality reconnaissance of the Middle and North Branch Park River watersheds, northeastern North Dakota","docAbstract":"<p>In order to design a network to monitor the effects of works of improvement in the Middle and North Branch Park River watersheds, and to determine the major factors controlling water-quality conditions in the watersheds, an evaluation of sediment transport, water chemistry, and biology was conducted during the spring and early summer of 1978.</p><p>Major factors controlling water quality are geology, stream gradient, ground-water seepage, and the duration of streamflow.</p><p>Sediment loads originate on the Pembina Escarpment. The coarse silt and sand parts of these loads are deposited on the Lake Agassiz Plain. Transport of sediment is lowered and flow duration is increased on the Middle Branch Park River due to the presence of small dams. Observations suggest that bedload transport is a significant process, particularly in the upstream reaches. However, no quantitative bedload data were collected.</p><p>During periods of low flow, analyses of water from the rivers in both watersheds show downstream increases in sodium and chloride due to ground-water seepage or the unregulated flow of wells. </p><p>Diversity of benthic invertebrates indicates water-quality conditions are better on the Middle Branch Park River than on the North Branch, and are better at upstream sites than at downstream sites. </p><p>A program through which the Soil Conservation Service can monitor the effects of present and future works of improvement on the watersheds was designed. The monitoring program consists of intensive sampling at four locations for sediment and water chemistry during spring and early summer runoff events and by profiles of water chemistry during summer base runoff. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80449","usgsCitation":"Ackerman, D.J., 1980, Water-quality reconnaissance of the Middle and North Branch Park River watersheds, northeastern North Dakota: U.S. Geological Survey Open-File Report 80-449, iv, 30 p., https://doi.org/10.3133/ofr80449.","productDescription":"iv, 30 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":141564,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0449/report-thumb.jpg"},{"id":275913,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0449/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67af83","contributors":{"authors":[{"text":"Ackerman, D. J.","contributorId":53380,"corporation":false,"usgs":true,"family":"Ackerman","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":156373,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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