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,{"id":29369,"text":"wri894002 - 1990 - Hydrology of the Powder River alluvium between Sussex, Wyoming, and Moorhead, Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri894002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4002","title":"Hydrology of the Powder River alluvium between Sussex, Wyoming, and Moorhead, Montana","docAbstract":"The potential for developing water supplies from the alluvium along the Powder River between Sussex, Wyoming, and Moorehead, Montana, is very limited. The areal extent and saturated thickness of the alluvium are not large. Water in the alluvium primarily is derived from seepage from the river, which goes dry periodically. Low flow is sustained by groundwater discharge or irrigation return flow near Sussex, but not near Arvada, Wyoming , or Moorhead. The alluvium and the river have good hydraulic connection, but evidently are isolated from the bedrock. Pumpage from wells completed in the alluvium is highly dependent on water supplied directly from the river. The quality of water in the alluvium also limits use of the water. Although the quality improves downstream, it is unacceptable for drinking water and possibly for irrigation and some industrial uses, but is acceptable for most livestock watering. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports Section [distributor],","doi":"10.3133/wri894002","usgsCitation":"Ringen, B.H., and Daddow, P., 1990, Hydrology of the Powder River alluvium between Sussex, Wyoming, and Moorhead, Montana: U.S. Geological Survey Water-Resources Investigations Report 89-4002, v, 48 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894002.","productDescription":"v, 48 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4002/report-thumb.jpg"},{"id":58216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdbd9","contributors":{"authors":[{"text":"Ringen, B. H.","contributorId":13987,"corporation":false,"usgs":true,"family":"Ringen","given":"B.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201421,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Daddow, P. B.","contributorId":26700,"corporation":false,"usgs":true,"family":"Daddow","given":"P. B.","affiliations":[],"preferred":false,"id":201422,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26151,"text":"wri894134 - 1990 - Technical training notes in ground-water hydrology : radial flow to a well","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri894134","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4134","title":"Technical training notes in ground-water hydrology : radial flow to a well","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor,","doi":"10.3133/wri894134","usgsCitation":"Bennett, G., Reilly, T.E., and Hill, M.C., 1990, Technical training notes in ground-water hydrology : radial flow to a well: U.S. Geological Survey Water-Resources Investigations Report 89-4134, vii, 83 p. :ill. ;28 cm., https://doi.org/10.3133/wri894134.","productDescription":"vii, 83 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158300,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4134/report-thumb.jpg"},{"id":54948,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4134/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adde4b07f02db686d87","contributors":{"authors":[{"text":"Bennett, G.D.","contributorId":81073,"corporation":false,"usgs":true,"family":"Bennett","given":"G.D.","email":"","affiliations":[],"preferred":false,"id":195907,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reilly, T. E.","contributorId":79460,"corporation":false,"usgs":true,"family":"Reilly","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":195906,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hill, M. C.","contributorId":48993,"corporation":false,"usgs":true,"family":"Hill","given":"M.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":195905,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44820,"text":"wri894116 - 1990 - Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Santa Isabel-Juana Diaz area, Puerto Rico, March to April, 1987","interactions":[],"lastModifiedDate":"2019-08-16T08:46:59","indexId":"wri894116","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4116","title":"Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Santa Isabel-Juana Diaz area, Puerto Rico, March to April, 1987","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri894116","usgsCitation":"Rodriguez-del-Rio, F., and Gómez-Gómez, F., 1990, Potentiometric surface of the alluvial aquifer and hydrologic conditions in the Santa Isabel-Juana Diaz area, Puerto Rico, March to April, 1987: U.S. Geological Survey Water-Resources Investigations Report 89-4116, 1 Plate: 37.58 x 24.58 inches, https://doi.org/10.3133/wri894116.","productDescription":"1 Plate: 37.58 x 24.58 inches","costCenters":[],"links":[{"id":171178,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4116/report-thumb.jpg"},{"id":366587,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4116/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -66.53182983398438,\n              17.936275364481013\n            ],\n            [\n              -66.33647918701172,\n              17.936275364481013\n            ],\n            [\n              -66.33647918701172,\n              18.06427071623734\n            ],\n            [\n              -66.53182983398438,\n              18.06427071623734\n            ],\n            [\n              -66.53182983398438,\n              17.936275364481013\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682ee1","contributors":{"authors":[{"text":"Rodriguez-del-Rio, Felix","contributorId":81958,"corporation":false,"usgs":true,"family":"Rodriguez-del-Rio","given":"Felix","email":"","affiliations":[],"preferred":false,"id":230497,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":230496,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44813,"text":"wri894044 - 1990 - Freshwater withdrawals in Texas, 1985","interactions":[],"lastModifiedDate":"2016-08-15T16:19:59","indexId":"wri894044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4044","title":"Freshwater withdrawals in Texas, 1985","docAbstract":"<p>Since 1950, the U.S. Geological Survey (USGS) has estimated water use in the United States at 5-year intervals. &nbsp;Resulting reports tabulate water use by State and by water-resources region (major river basins) for a number of categories, such as irrigation, water supply, and industrial. &nbsp;In 1977, the USGS began the National Water-Use Information Program, designed to be a National source of accurate, consistent water-use data. &nbsp;The water-use project in Texas is part of the National Water-Use Information Program. &nbsp;The Texas District of the USGS compiles water-use information by county and by hydrologic unit using data collected by States agencies. &nbsp;A hydrologic unit is a geographic area representing part or all of a surface drainage basin, a combination of drainage basins, or a distinct hydrologic feature.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/wri894044","usgsCitation":"Lurry, D.L., and Barber, N.L., 1990, Freshwater withdrawals in Texas, 1985: U.S. Geological Survey Water-Resources Investigations Report 89-4044, 36.00 x 44.00 inches, https://doi.org/10.3133/wri894044.","productDescription":"36.00 x 44.00 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4677","contributors":{"authors":[{"text":"Lurry, Dee L.","contributorId":10766,"corporation":false,"usgs":true,"family":"Lurry","given":"Dee","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":230485,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barber, Nancy L. 0000-0002-2952-5017 nlbarber@usgs.gov","orcid":"https://orcid.org/0000-0002-2952-5017","contributorId":3679,"corporation":false,"usgs":true,"family":"Barber","given":"Nancy","email":"nlbarber@usgs.gov","middleInitial":"L.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true},{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true},{"id":316,"text":"Georgia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":230484,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26301,"text":"wri904051 - 1990 - Summary of biological investigations relating to surface-water quality in the Kentucky River basin, Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri904051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4051","title":"Summary of biological investigations relating to surface-water quality in the Kentucky River basin, Kentucky","docAbstract":"The Kentucky River basin, an area of approximately 7,000 sq mi, is divided into five hydrologic units that drain parts of three physiographic regions. Data on aquatic biological resources were collected and reviewed to assess conditions in the major streams for which data were available. The North, Middle, and South Forks of the Kentucky River are in the Eastern Coal Field physiographic region. Streams in this region are affected by drainage from coal mines and oil and gas operations, and many support only tolerant biotic stream forms. The Kentucky River from the confluence of the three forks to the Red River, is in the Knobs physiographic region. Oil and gas production operations and point discharges from municipalities have affected many streams in this region. The Red River, a Kentucky Wild River, supported a unique flora and fauna but accelerated sedimentation has eliminated many species of mussels. The Millers Creek drainage is affected by brines discharged from oil and gas operations, and some reaches support only halophilic algae and a few fish. The Kentucky River from the Red River to the Ohio River is in the Bluegrass physiographic region. Heavy sediment loads and sewage effluent from urban centers have limited the aquatic biota in this region. Silver Creek and South Elkhorn Creek have been particularly affected and aquatic communities in these streams are dominated by organisms tolerant of low dissolved oxygen concentrations. Biological data for other streams indicate that habitat and water quality conditions are favorable for most commonly occurring aquatic organisms. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri904051","usgsCitation":"Bradfield, A., and Porter, S.D., 1990, Summary of biological investigations relating to surface-water quality in the Kentucky River basin, Kentucky: U.S. Geological Survey Water-Resources Investigations Report 90-4051, iv, 63 p. :ill. ;28 cm., https://doi.org/10.3133/wri904051.","productDescription":"iv, 63 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":157480,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4051/report-thumb.jpg"},{"id":55104,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4051/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6993a1","contributors":{"authors":[{"text":"Bradfield, A.D.","contributorId":25927,"corporation":false,"usgs":true,"family":"Bradfield","given":"A.D.","affiliations":[],"preferred":false,"id":196139,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Porter, S. D.","contributorId":8882,"corporation":false,"usgs":true,"family":"Porter","given":"S.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":196138,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28594,"text":"wri904031 - 1990 - Effects of channel modifications on the hydrology of Chicod Creek basin, North Carolina, 1975-87","interactions":[],"lastModifiedDate":"2017-01-25T11:42:32","indexId":"wri904031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4031","title":"Effects of channel modifications on the hydrology of Chicod Creek basin, North Carolina, 1975-87","docAbstract":"Drainage modifications in this Coastal Plain basin from 1978 to 1981 consisted of channel excavation and clearing of blockages. A study was begun in 1975 to define hydrologic conditions of the basin before, during, and after modifications and to determine what changes were attributed to modifications. Surface-water conditions were altered during and following modifications. Minimum flow at Juniper Branch was increased from less than 0.1 cu ft/sec to 0.4 cu ft/second;streamflow variability was reduced from an index of 0.87 to 0.49. In-channel velocity at Chicod Creek was increased from a mean of 0.4 ft/sec to 1.5 ft/sec. Substantial groundwater level declines were observed in wells 180 and 250 ft from Juniper Branch during the modifications phase;these were 0.4 and 0.2 ft, respectively. However, most surface-water and groundwater conditions returned nearly to premodification levels by 1987. Water-quality characteristics monitored during the investigation included physical, chemical, and bacteriological characteristics. Physical characteristics monitored were suspended sediment, temperature, dissolved oxygen, and pH. Of these physical characteristics, only sediment concentrations increased substantially during channel modifications. Chemical characteristics studied were major dissolved constituents, nutrients, trace metals, and pesticides. Substantial changes ranged from a decline in total iron concentrations of 77% to an increase in total nitrite concentrations of 130%. Changes in many chemical characteristics persisted following channel modifications. Bacterial counts did not change substantially.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904031","usgsCitation":"Mason, R., Simmons, C., and Watkins, S., 1990, Effects of channel modifications on the hydrology of Chicod Creek basin, North Carolina, 1975-87: U.S. Geological Survey Water-Resources Investigations Report 90-4031, vii, 83 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904031.","productDescription":"vii, 83 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57423,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4031/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124824,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4031/report-thumb.jpg"}],"country":"United States","state":"North Carolina","otherGeospatial":"Chicod Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.167724609375,\n              35.55010533588552\n            ],\n            [\n              -78.167724609375,\n              36.41244153535644\n            ],\n            [\n              -76.86035156249999,\n              36.41244153535644\n            ],\n            [\n              -76.86035156249999,\n              35.55010533588552\n            ],\n            [\n              -78.167724609375,\n              35.55010533588552\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db6234c3","contributors":{"authors":[{"text":"Mason, R.R. Jr.","contributorId":71590,"corporation":false,"usgs":true,"family":"Mason","given":"R.R.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":200083,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simmons, C.E.","contributorId":32572,"corporation":false,"usgs":true,"family":"Simmons","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":200082,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Watkins, S.A.","contributorId":83962,"corporation":false,"usgs":true,"family":"Watkins","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":200084,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28934,"text":"wri874156 - 1990 - Appraisal of the water resources of the Skunk Creek Aquifer in Minnehaha County, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri874156","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"87-4156","title":"Appraisal of the water resources of the Skunk Creek Aquifer in Minnehaha County, South Dakota","docAbstract":"The Skunk Creek aquifer, a major glacial outwash deposit in the Skunk Creek drainage basin, consists of a 30-sq-mi shallow stream connected sand and gravel aquifer in southeastern South Dakota. The aquifer thickness ranges from 1 to 74 ft. Average annual fluctuation of the water table is 2.5 ft. The water has an average dissolved-solids content of 620 mg/L and is very hard , averaging 403 mg/L calcium carbonate hardness. A numerical model was developed and calibrated under steady-state and transient conditions. The model contained 484 active nodes each representing 0.0625 sq mi. Hydraulic conductivities of the aquifer used in the model range from 10 to 400 ft/d, and average specific yield is 20%. Recharge from infiltration of precipitation was estimated to be 6 inches/yr or 24% of average annual precipitation. Maximum evapotranspiration rate was 32 inches/yr and the evapotranspiration extinction depth for the model was 5 ft. The steady-state hydrologic budget was about 11 ,000 acre-ft/yr. Recharge by precipitation was about 9,500 acre-ft and recharge from streams was about 1,100 acre-ft. Discharge by evapotranspiration was about 5,000 acre-ft and discharge to streams was about 5,700 acre-ft. A hypothetical simulation to determine maximum withdrawal under steady-state conditions resulted in a groundwater withdrawal of about 15,700 acre-ft/yr from 19 hypothetical wells pumping at a rate of 500 gal/min and 13 existing wells pumping at a combined average rate of 24 gal/min. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports, [distributor],","doi":"10.3133/wri874156","usgsCitation":"Ohland, G., 1990, Appraisal of the water resources of the Skunk Creek Aquifer in Minnehaha County, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 87-4156, v, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874156.","productDescription":"v, 54 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124063,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4156/report-thumb.jpg"},{"id":57807,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4156/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a3eb","contributors":{"authors":[{"text":"Ohland, G.L.","contributorId":45749,"corporation":false,"usgs":true,"family":"Ohland","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":200643,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29634,"text":"wri894159 - 1990 - A statistical processor for analyzing simulations made using the Modular Finite-Difference Ground-water Flow Model","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri894159","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4159","title":"A statistical processor for analyzing simulations made using the Modular Finite-Difference Ground-water Flow Model","docAbstract":"Many hydrologic studies of ground-water systems are conducted using a digital computer model as an aid to understanding the flow system. One of the most commonly used ground-water modeling programs is the Modular Three-Dimensional Ground-water Flow Model (Modular Model) by McDonald and Harbaugh. This report presents a computer program to summarize the data input to and output from the Modular Model. The program is named the Modular Model Statistical Processor and is designed to be run following the Modular Model.\r\nThe Modular Model Statistical Processor provides ground-water modelers with the capabilities to easily read data input to and output from the Modular Model, calculate descriptive statistics, generate histograms, perform logical tests using relational operators, calculate data arrays using arithmetic operators, and calculate flow vectors for use in a graphical-display program.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894159","usgsCitation":"Scott, J.C., 1990, A statistical processor for analyzing simulations made using the Modular Finite-Difference Ground-water Flow Model: U.S. Geological Survey Water-Resources Investigations Report 89-4159, v. 218 p. :ill. ;28 cm., https://doi.org/10.3133/wri894159.","productDescription":"v. 218 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119412,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4159/report-thumb.jpg"},{"id":58454,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4159/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a62b5","contributors":{"authors":[{"text":"Scott, J. C.","contributorId":75901,"corporation":false,"usgs":true,"family":"Scott","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201851,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26407,"text":"wri904009 - 1990 - Regional evaluation of hydrologic factors and effects of pumping, St Peter-Jordan aquifer, Iowa","interactions":[],"lastModifiedDate":"2022-12-14T21:38:06.81929","indexId":"wri904009","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4009","title":"Regional evaluation of hydrologic factors and effects of pumping, St Peter-Jordan aquifer, Iowa","docAbstract":"<p>The St. Peter-Jordan aquifer includes the Cambrian Jordan Sandstone and the overlying Ordovician Prairie du Chien Group and St. Peter Sandstone. The aquifer is present throughout Iowa and is confined beneath other aquifers in much of the State. Information on the aquifer available from drillers and contractors, provided estimates of aquifer transmissivity values ranging from about 500 to about 3,000 square feet per day. The largest transmissivity values are for dolomite and dolomite-cemented sandstone, indicating that permeability in much of the aquifer is due to secondary fractures. The aquifer is vertically bounded by an upper leaky confining unit with a vertical hydraulic conductivity of 10<sup>-10</sup> feet per second.</p>\n<p>The aquifer was simulated using a two-layer finite-difference ground-water flow model. The upper layer simulated a source bed in aquifers composed of Silurian and Devonian rocks overlying the St. Peter-Jordan aquifer. The lower layer simulated flow in the St. Peter-Jordan aquifer. Lateral boundaries assigned in the model include constant heads in northeastern Iowa, where the aquifer is in contact with the Mississippi River or is unconfined, and no-flow boundaries in western and northwestern Iowa, where the rocks are insufficiently permeable to form an aquifer. The aquifer boundaries to the north, east, and south of Iowa were determined by geohydrologic conditions and the relation of the St. Peter-Jordan aquifer with the lateral extent of adjacent aquifers.</p>\n<p>An assumption that the largest part of recharge to the aquifer is from outcrop areas in northeastern Iowa and from Minnesota is not supported by the results of this study. Vertical leakage from overlying rocks accounted for most of the recharge to the aquifer in northwestern Iowa. Discharge is mostly through lateral boundaries and to rivers.</p>\n<p>Pumping has caused changes in the flow system that include regional declines in the potentiometric surface of the aquifer. Simulation indicates that pumping through 1980 increased net vertical leakage into the aquifer to about double the predevelopment rate. Discharge across lateral boundaries has been substantially reduced or reversed by pumping. Aquifer storage provided about one-third of the water required to supply pumping in the 1970's. Simulation of future conditions, assuming no increase in pumping rates, indicates that the rate of decline in water levels will decrease by the year 2020. As equilibrium with pumping is approached in 2020, 75 percent of the pumpage will be balanced by vertical leakage, eight percent by water released from aquifer storage, and 17 percent by increases in boundary recharge or decreases in boundary discharge. Future pumping at an increasing rate of about 10 percent per decade of the average pumping rate in 1975 will require about one and one-half times the vertical leakage of the 1971-1980 period and about fivetimes the net inflow from lateral boundaries; however, the rate of water released from aquifer storage will be about half the 1970's rate. Under these conditions, the head in the aquifer will continue to decline at an almost constant rate until 2020.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904009","usgsCitation":"Burkart, M.R., and Buchmiller, R., 1990, Regional evaluation of hydrologic factors and effects of pumping, St Peter-Jordan aquifer, Iowa: U.S. Geological Survey Water-Resources Investigations Report 90-4009, vi, 44 p., https://doi.org/10.3133/wri904009.","productDescription":"vi, 44 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":410504,"rank":3,"type":{"id":36,"text":"NGMDB Index 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,{"id":29775,"text":"wri894169 - 1990 - Geohydrology and simulation of ground-water flow in the carbonate rocks of the Valley Creek basin, eastern Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-12T13:31:25","indexId":"wri894169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4169","title":"Geohydrology and simulation of ground-water flow in the carbonate rocks of the Valley Creek basin, eastern Chester County, Pennsylvania","docAbstract":"Sixty-eight percent of the 22.6-square-mile Valley Creek basin is underlain by Cambrian and Ordovician limestone and dolomite. Ground water flows through a network of interconnected secondary openings; primary porosity is virtually nonexistent. Some of these openings have been enlarged by solution. Secondary porosity and permeability exhibit great spatial variability, and the yield and specific capacity of wells are highly variable. The number of water-bearing zones decreases with depth. Fifty percent of water-bearing zones are encountered within 100 feet of the land surface, and 81 percent are within 200 feet.\r\n\r\n      Most ground-water flow in the Valley Creek basin is local and discharges to nearby streams. Ground-water discharge comprised an average of 76 percent of the flow of Valley Creek during 1983--87, including both natural ground- water discharge and quarry pumpage discharged to Valley Creek. Discharge from the Cedar Hollow quarry comprised 21 to 26 percent of the base flow of Valley Creek; the average was 23 percent. The average natural base flow of Valley Creek would be 8 percent lower if the quarry were not operating.\r\n\r\n      Regional ground-water flow is to the northeast to the Schuylkill River. On the western side of the Valley Creek basin, the ground-water divide is 1/2 mile west of the surface-water divide. An estimated 0.75 million gallons per day of ground water flows from the adjacent West Valley Creek basn eastward into the Valley Creek basin. A ground-water divide is not present on the eastern side of the basin; the water table slopes gently eastward toward the Schuylkill River. On the northeaster side, an estimated 1.76 million gallons per day of ground water flows northeastward out of the basin to the Schuylkill River beneath the surface-water divide. On the southeaster side, an estimated 0.85 million gallons per day of ground water flows beneath the surface-water divide into the basin.\r\n\r\n      Annual water budgets and an average water budget were calculated for 1983-87 for the 20.8-square-mile area bove the streamflow-gaging station. Annual precipitation for 1983-87 ranged from 40.61 to 56.55 inches and averaged 47.25 inches; annual streamflow ranged from 15.55 to 28.57 inches and averaged 22.31 inches; annual evapotranspiration ranged from 18.21 to 24.83 inches and averaged 22.90 inches; and annual recharge ranged from 15.89 to 26.84 inches and averaged 21.04 inches.\r\n\r\n      The Valley Creek basin was modeled as a two-dimensional water-table aquifer. Recharge to, ground-water flow through, and discharge from the rocks of Chester valley were simulated. In order to include the natural hydrologic boundaries of the ground-water-flwo system, the 66.4-square-mile area between the Brandywine Creek and the Schuylkill River was modeled. The model was calibrated under stead-state conditions using avareage recharge and evapotranspiration rates. Aquifer hydraulic conductivity was estimated from specific-capacity and quifer-test data. The average (1983-87) annual water budget for hte Valley Creek basin was simualted.\r\n\r\n      The effect of increased ground-water development on base flow and underflow was simulated by locating a hypothetical well field produceing 4 million gallons per day in different parts of the basin. Pumpage from a well field near surface-water divides would induce as much as an additional 1.41 inches per year of underflow from an adjacent surface-water basin. Pumpage from a well field near the center of the basin would affect base flow more than underflow.\r\n\r\n      Increased seepage of ground water into quarries as a result of their expansion was simulated as increased withdrawal by pumping. A 100-percent increase in the pumping rate of the Cedar Hollow quarry, from 3.93 to 7.86 million gallons per day, owuld reduce the natural base flow of Valley Creek by 18 percent. However, the quarry pumpage would be discharged to Valley Creek, thereby increasing the base flow at the gaging station by ","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894169","usgsCitation":"Sloto, R., 1990, Geohydrology and simulation of ground-water flow in the carbonate rocks of the Valley Creek basin, eastern Chester County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 89-4169, viii, 60 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894169.","productDescription":"viii, 60 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science 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A.","contributorId":36155,"corporation":false,"usgs":true,"family":"Sloto","given":"R. A.","affiliations":[],"preferred":false,"id":202101,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28484,"text":"wri894080 - 1990 - Users manual for ANNIE, a computer program for interactive hydrologic analyses and data management","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri894080","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4080","title":"Users manual for ANNIE, a computer program for interactive hydrologic analyses and data management","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894080","usgsCitation":"Lumb, A., Kittle, J., and Flynn, K., 1990, Users manual for ANNIE, a computer program for interactive hydrologic analyses and data management: U.S. Geological Survey Water-Resources Investigations Report 89-4080, iv, 236 p. :ill. ;28 cm., https://doi.org/10.3133/wri894080.","productDescription":"iv, 236 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159197,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4080/report-thumb.jpg"},{"id":57283,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4080/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a16e4b07f02db603d11","contributors":{"authors":[{"text":"Lumb, A.M.","contributorId":70019,"corporation":false,"usgs":true,"family":"Lumb","given":"A.M.","affiliations":[],"preferred":false,"id":199889,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kittle, J.L. Jr.","contributorId":89574,"corporation":false,"usgs":true,"family":"Kittle","given":"J.L.","suffix":"Jr.","affiliations":[],"preferred":false,"id":199890,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Flynn, K.M.","contributorId":57503,"corporation":false,"usgs":true,"family":"Flynn","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":199888,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":44153,"text":"ofr90177 - 1990 - Surface-water hydrology of Honey Lake Valley, Lassen County, California,  and Washoe County, Nevada","interactions":[{"subject":{"id":44153,"text":"ofr90177 - 1990 - Surface-water hydrology of Honey Lake Valley, Lassen County, California,  and Washoe County, Nevada","indexId":"ofr90177","publicationYear":"1990","noYear":false,"title":"Surface-water hydrology of Honey Lake Valley, Lassen County, California,  and Washoe County, Nevada"},"predicate":"SUPERSEDED_BY","object":{"id":68382,"text":"ha726 - 1993 - Surface-water hydrology of Honey Lake Valley, Lassen County, California, and Washoe County, Nevada","indexId":"ha726","publicationYear":"1993","noYear":false,"title":"Surface-water hydrology of Honey Lake Valley, Lassen County, California, and Washoe County, Nevada"},"id":1}],"supersededBy":{"id":68382,"text":"ha726 - 1993 - Surface-water hydrology of Honey Lake Valley, Lassen County, California, and Washoe County, Nevada","indexId":"ha726","publicationYear":"1993","noYear":false,"title":"Surface-water hydrology of Honey Lake Valley, Lassen County, California, and Washoe County, Nevada"},"lastModifiedDate":"2022-04-20T17:20:22.914581","indexId":"ofr90177","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-177","title":"Surface-water hydrology of Honey Lake Valley, Lassen County, California,  and Washoe County, Nevada","docAbstract":"<p>Honey Lake Valley straddles the state line of California and Nevada, about 35 miles north of Reno; about three-fourths of the area is in California. In this report, Honey Lake Valley (also referred to as the \"basin\") includes the entire area within the hydrographic boundary (fig. 1). Susanville, Calif., in the northwest part of the basin, is the largest town. Population is increasing rapidly both in the Susanville area and in the Reno area of adjacent Washoe County, Nev. Both Lassen and Washoe Counties have identified water resources in Honey Lake Valley as a possible source to meet their needs for future development. An important component of an assessment of the availability of additional long-term supply is an appraisal of surface-water resources.&nbsp;</p><p>The U.S. Geological Survey, in cooperation with the California Department of Water Resources and the Nevada Division of Water Resources, began a hydrologic assessment of the area in 1987. The study was primarily an appraisal of ground-water resources, but it also included an assessment of surface-water resources. The purpose of this map report is to present the results of the surface-water assessment, including (1) a broad overview of surface-water conditions in the basin, (2) an estimate of mean annual streamflow to the valley floor, and (3) an evaluation of the characteristics of Honey Lake. This report will be republished by the U.S. Geological Survey as a Hydrologic-Investigations Atlas. Results of this study related to ground-water resources of the basin are discussed in a separate report (Handman and others, 1990) and are summarized in a short \"Water Fact Sheet\" by Handman (1990).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr90177","collaboration":"Prepared in cooperation with the California Department of Water Resources and the Nevada Division of Water Resources","usgsCitation":"Rockwell, G.L., 1990, Surface-water hydrology of Honey Lake Valley, Lassen County, California,  and Washoe County, Nevada: U.S. Geological Survey Open-File Report 90-177, 2 Plates: 41.91 x 44.49 inches and 46.15 x 33.21 inches, https://doi.org/10.3133/ofr90177.","productDescription":"2 Plates: 41.91 x 44.49 inches and 46.15 x 33.21 inches","costCenters":[],"links":[{"id":399188,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0177/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":399187,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0177/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":134680,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0177/report-thumb.jpg"}],"datum":"National Geodetic Vertical Datum of 1929 (NGVD of 1929)","country":"United States","state":"California, Nevada","county":"Lassen County, Washoe County","otherGeospatial":"Honey Lake Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.49942016601562,\n              40.12114052159822\n            ],\n            [\n              -119.91165161132811,\n              40.12114052159822\n            ],\n            [\n              -119.91165161132811,\n              40.36747374615593\n            ],\n            [\n              -120.49942016601562,\n              40.36747374615593\n            ],\n            [\n              -120.49942016601562,\n              40.12114052159822\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a76d","contributors":{"authors":[{"text":"Rockwell, Gerald L.","contributorId":55401,"corporation":false,"usgs":true,"family":"Rockwell","given":"Gerald","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":229248,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26711,"text":"wri904122 - 1990 - Hydrology and land use in Grand Traverse County, Michigan","interactions":[],"lastModifiedDate":"2016-09-16T10:33:48","indexId":"wri904122","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4122","title":"Hydrology and land use in Grand Traverse County, Michigan","docAbstract":"<p>Glacial deposits are the sole source of ground-water supplies in Grand Traverse County. These deposits range in thickness from 100 to 900 feet and consist of till, outwash, and materials of lacustrine and eolian origin. In some areas, the deposits fill buried valleys that are 500 feet deep. Sedimentary rocks of Paleozoic age, which underlie the glacial deposits, are mostly shale and are not used for water supply. </p><p>Of the glacial deposits, outwash and lacustrine sand are the most productive aquifers. Most domestic wells obtain water from sand and gravel at depths ranging from 50 to 150 feet and yield at least 20 gallons per minute. Irrigation, municipal, and industrial wells capable of yielding 250 gallons per minute or more are generally greater than 150 feet deep. At places in the county where moranial deposits contain large amounts of interbedded silt and clay, wells are generally deeper and yields are much lower. </p><p>Areal variations in the chemical and physical characteristics of ground and surface water are related to land use and chemical inputs to the hydrologic system. Information on fertilizer application, septic-tank discharges, animal wastes, and precipitation indicate that 40 percent of nitrogen input is from precipitation, 6 percent from septic tanks, 14 percent from animal wastes, and 40 percent from fertilizers. </p><p>Streams and lakes generally have a calcium bicarbonate-type water. The dissolved-solids concentration of streams ranged from 116 to 380 milligrams per liter, and that of lakes, from 47 to 170 milligrams per liter. Water of streams is hard to very hard; water of lakes ranges from soft to hard. The maximum total nitrogen concentration found in streams was 4.4 milligrams per liter. Water of lakes have low nitrogen concentrations; the median nitrate concentration is less than 0.01 milligrams per liter. Pesticides (Parathion and Simazine) were detected in low concentrations at six stream sites; 2,4-D was detected in low concentrations in water of two lakes. Relationships between land use and the yield of dissolved and suspended substances could not be established for most stream basins. </p><p>Calcium and bicarbonate are the principal dissolved substances in ground water. Dissolved-solids concentrations ranged from 70 to 700 milligrams per liter; the countywide mean concentration is 230 milligrams per liter. The mean nitrate concentration is 1.3 milligrams per liter; about 1.6 percent of the county's ground water has nitrate concentrations that exceed the U.S. Environmental Protection Agency's maximum drinking water level of 10 milligrams per liter. An effect of fertilizer applications on ground-water quality is evident in some parts of the county.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri904122","collaboration":"Prepared in cooperation with Grand Traverse County and the Michigan Department of Natural Resources, Geological Survey Division","usgsCitation":"Cummings, T., Gillespie, J., and Grannemann, N., 1990, Hydrology and land use in Grand Traverse County, Michigan: U.S. Geological Survey Water-Resources Investigations Report 90-4122, Document: viii, 99 p.; 3 Plates: 26.93 x 38.31 inches or smaller, https://doi.org/10.3133/wri904122.","productDescription":"Document: viii, 99 p.; 3 Plates: 26.93 x 38.31 inches or smaller","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":123237,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4122/report-thumb.jpg"},{"id":55581,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4122/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55582,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4122/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55583,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1990/4122/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55584,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4122/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Michigan","county":"Grand Traverse County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.3317,44.8158],[-85.3363,44.512],[-85.4567,44.5116],[-85.5804,44.5116],[-85.6956,44.5124],[-85.8205,44.5117],[-85.8184,44.5988],[-85.816,44.7744],[-85.6938,44.7738],[-85.6385,44.7729],[-85.6321,44.7679],[-85.6245,44.7665],[-85.6136,44.7641],[-85.6071,44.7663],[-85.5994,44.7658],[-85.5942,44.7676],[-85.5948,44.7713],[-85.5948,44.7736],[-85.5881,44.7941],[-85.5794,44.8159],[-85.5774,44.8191],[-85.5748,44.8209],[-85.5716,44.8227],[-85.5644,44.8322],[-85.5577,44.8477],[-85.5518,44.8591],[-85.5485,44.8627],[-85.5362,44.8717],[-85.5335,44.8781],[-85.5321,44.8845],[-85.5333,44.8886],[-85.5314,44.8909],[-85.5268,44.8931],[-85.5274,44.8986],[-85.5306,44.8991],[-85.5351,44.8991],[-85.5428,44.8992],[-85.5493,44.8988],[-85.5512,44.8974],[-85.5513,44.8956],[-85.5533,44.8924],[-85.5565,44.8888],[-85.5591,44.8883],[-85.5661,44.8929],[-85.5648,44.8984],[-85.5596,44.8993],[-85.5589,44.9011],[-85.5537,44.9061],[-85.5393,44.9197],[-85.5308,44.9292],[-85.53,44.9452],[-85.526,44.9497],[-85.5199,44.9707],[-85.5173,44.9743],[-85.5108,44.9765],[-85.5004,44.9801],[-85.4952,44.986],[-85.4874,44.9901],[-85.4803,44.9909],[-85.4745,44.99],[-85.4719,44.9881],[-85.4688,44.9794],[-85.4653,44.9593],[-85.4672,44.9584],[-85.4814,44.9608],[-85.4859,44.959],[-85.4879,44.9567],[-85.4873,44.9554],[-85.4867,44.949],[-85.4861,44.9439],[-85.4875,44.9398],[-85.4875,44.9389],[-85.4895,44.9339],[-85.4922,44.9285],[-85.4928,44.9262],[-85.4916,44.9207],[-85.4898,44.9166],[-85.4885,44.9143],[-85.4918,44.912],[-85.4925,44.9075],[-85.4906,44.902],[-85.49,44.8979],[-85.4934,44.8901],[-85.4941,44.8869],[-85.4929,44.8828],[-85.4935,44.8796],[-85.4988,44.8737],[-85.495,44.866],[-85.4977,44.8591],[-85.4984,44.8578],[-85.5082,44.8464],[-85.5296,44.8384],[-85.5569,44.8135],[-85.559,44.8062],[-85.5598,44.7925],[-85.5592,44.7866],[-85.5606,44.782],[-85.5697,44.7711],[-85.5698,44.7693],[-85.5737,44.7648],[-85.5744,44.762],[-85.5738,44.7575],[-85.5649,44.7528],[-85.5559,44.7514],[-85.5341,44.7476],[-85.5283,44.7498],[-85.5217,44.7584],[-85.5068,44.7688],[-85.5067,44.7716],[-85.5053,44.7812],[-85.5097,44.7857],[-85.5077,44.7907],[-85.5071,44.793],[-85.5024,44.8017],[-85.4966,44.8057],[-85.492,44.8084],[-85.4875,44.8102],[-85.4856,44.8107],[-85.4817,44.8138],[-85.4719,44.817],[-85.4615,44.8265],[-85.4587,44.8387],[-85.4528,44.8478],[-85.4501,44.8551],[-85.4443,44.8596],[-85.3831,44.8591],[-85.3787,44.8518],[-85.3763,44.844],[-85.3706,44.8353],[-85.3624,44.8284],[-85.3572,44.827],[-85.3489,44.8265],[-85.3387,44.8227],[-85.3317,44.8158]]]},\"properties\":{\"name\":\"Grand Traverse\",\"state\":\"MI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f70","contributors":{"authors":[{"text":"Cummings, T. R.","contributorId":104082,"corporation":false,"usgs":true,"family":"Cummings","given":"T. R.","affiliations":[],"preferred":false,"id":196866,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gillespie, J.L.","contributorId":67927,"corporation":false,"usgs":true,"family":"Gillespie","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":196865,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Grannemann, N.G.","contributorId":11221,"corporation":false,"usgs":true,"family":"Grannemann","given":"N.G.","affiliations":[],"preferred":false,"id":196864,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26716,"text":"wri904136 - 1990 - Long-term effects of surface coal mining on ground-water levels and quality in two small watersheds in eastern Ohio","interactions":[],"lastModifiedDate":"2025-01-08T22:34:40.636752","indexId":"wri904136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4136","title":"Long-term effects of surface coal mining on ground-water levels and quality in two small watersheds in eastern Ohio","docAbstract":"<p>Two small watersheds in eastern Ohio that were surface mined for coal and reclaimed were studied during 1986-89. Water-level and water-quality data were compared with similar data collected during previous investigations conducted during 1976-83 to determine long-term effects of surface mining on the hydrologic system. Before mining, the watersheds were characterized by sequences of flat-lying sedimentary rocks containing two major coal seams and underclays. An aquifer was present above each of the underclays. Surface mining removed the upper aquifer, stripped the coal seam, and replaced the sediment. This created a new upper aquifer with different hydraulic and chemical characteristics. Mining did not disturb the middle aquifer. A third, deeper aquifer in each watershed was not studied. </p><p>Water levels were continuously recorded in one well in each aquifer. Other wells were measured every 2 months. Water levels in the upper aquifers reached hydraulic equilibrium from 2 to 5 years after mining ceased. Water levels in the middle aquifers increased more than 5 feet during mining and reached equilibrium almost immediately thereafter. </p><p>Water samples were collected from three upper-aquifer well, a seep from the upper aquifer, and the stream in each watershed. Two samples were collected in 1986 and 1987, and one each in 1988 and 1989. In both watersheds, sulfate replaced bicarbonate as the dominant upper-aquifer and surface-water anion after mining. </p><p>For the upper aquifer of a watershed located in Muskingum County, water-quality data were grouped into premining and late postmining time periods (1986-89). The premining median pH and concentration of dissolved solids and sulfate were 7.6, 378 mg/L (milligrams per liter), and 41 mg/L, respectively. The premining median concentrations of iron and manganese were 10 μg/L (micrograms per liter) and 25 μg/L, respectively. The postmining median values of pH, dissolved solids, and sulfate were 6.7, 1,150 mg/L, and 560 mg/L, respectively. The postmining median concentrations of iron and manganese were 3,900 μg/L and 1,900 μg/L, respectively. </p><p>For the upper aquifer of a watershed located in Jefferson County, the water-quality data were grouped into three time periods of premining, early postmining, and late postmining. The premining median pH and concentrations of dissolved solids and sulfate were 7.0, 335 mg/L, and 85 mg/L, respectively. The premining median concentrations of iron and manganese were 30 μg/L for each constituent. Late postmining median pH and concentrations of dissolved solids and sulfate were 6.7, 1,495 mg/L, and 825 mg/L, respectively. The postmining median concentrations of iron and manganese were 31 μg/L and 1,015 μg/L, respectively. Chemistry of water in the middle aquifer in each watershed underwent similar changes. </p><p>In general, statistically significant increases in concentrations of dissolved constituents occurred because of surface mining. In some constituents, concentrations increased by more than an order of magnitude. The continued decrease in pH indicated that ground water had no reached geochemical equilibrium in either watershed more than 8 years after mining.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri904136","usgsCitation":"Cunningham, W.L., and Jones, R., 1990, Long-term effects of surface coal mining on ground-water levels and quality in two small watersheds in eastern Ohio: U.S. Geological Survey Water-Resources Investigations Report 90-4136, vi, 74 p., https://doi.org/10.3133/wri904136.","productDescription":"vi, 74 p.","costCenters":[],"links":[{"id":124827,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4136/report-thumb.jpg"},{"id":55590,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4136/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":465924,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47392.htm","text":"Jefferson County site","linkFileType":{"id":5,"text":"html"}},{"id":465925,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47393.htm","text":"Muskingum County site","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Ohio","county":"Jefferson County, Muskingum 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,{"id":39656,"text":"pp1370G - 1990 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada","interactions":[{"subject":{"id":12311,"text":"ofr84744 - 1984 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste; characterization of the Bonneville region, Utah and Nevada","indexId":"ofr84744","publicationYear":"1984","noYear":false,"title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste; characterization of the Bonneville region, Utah and Nevada"},"predicate":"SUPERSEDED_BY","object":{"id":39656,"text":"pp1370G - 1990 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada","indexId":"pp1370G","publicationYear":"1990","noYear":false,"chapter":"G","title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada"},"id":1}],"lastModifiedDate":"2017-08-31T15:40:00","indexId":"pp1370G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1370","chapter":"G","title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada","docAbstract":"<p>The Bonneville region of the Basin and Range province in westcentral Utah and adjacent Nevada includes several basins lying south of the Great Salt Lake Desert. Physiographically, the region consists of linear, north-trending mountain ranges separated by valleys, many of which are closed basins underlain by thick sequences of fill. Surface drainage of open basins and ground-water flow is to the Great Salt Lake Desert. In structure and composition the ranges are faulted Paleozoic rocks, locally intruded by Mesozoic and Tertiary plugs and stocks. In the southern and northeastern parts of the region, volcanic rocks are widespread and form large parts of some mountain ranges. The Paleozoic sedimentary rocks include great thicknesses of carbonate rocks which compose a significant aquifer in the region</p><p>Media considered to have potential for isolation of high-level radioactive waste in the region include intrusive rocks, such as granite; ash-flow tuff; and basalt and basaltic andesite lava flows. These rock types, basin fill, and possibly other rock types, may have potential as host media in the unsaturated zone. Quaternary tectonism in the region is evidenced by seismic activity, local areas of above-normal geothermal heat flow, Quaternary faulting, late Cenozoic volcanic activity, and active vertical crustal movement. </p><p>The Bonneville region is part of a large ground-water flow system that is integrated partly through basin-fill deposits, but largely through an underlying carbonate-rock sequence. The region includes: (1) several topographically closed basins with virtually no local surface discharge that are drained by the underlying carbonate-rock aquifer; (2) closed basins with local surface discharge by evapotranspiration; and (3) basins open to the Great Salt Lake Desert that discharge by groundwater underflow and evapotranspiration. The carbonate-rock aquifer discharges to large springs in the Desert and in basins tributary to the Desert. The climate is arid to semiarid with the greatest precipitation in the mountain ranges. Most recharge probably occurs by infiltration of runoff as it leaves the mountains, although some recharge probably occurs directly to the carbonate rocks in the mountain areas. The concentration of dissolved solids in ground water is generally less than 500 milligrams per liter. Dissolved-solids concentrations increase in the Great Salt Lake Desert and in major valleys adjoining the Desert. The predominant chemical constituents in ground water are calcium, magnesium, and sodium bicarbonate. Chloride-type water is associated with the higher dissolved-solids content of water in and near the Great Salt Lake Desert. </p><p>The majority of the mineral occurrences containing base- and precious-metal deposits in the Bonneville region are of Tertiary age. Fluorspar is the primary industrial mineral. Coal, oil, and gas have not been produced in significant amounts. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1370G","collaboration":"Prepared in cooperation with the States of Arizona, California, Idaho, Nevada, Mew Mexico, Texas, and Utah","usgsCitation":"1990, Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Characterization of the Bonneville region, Utah and Nevada: U.S. Geological Survey Professional Paper 1370, Report: viii, 38 p; 7 Plates: 31.00 in. x 35.00 in. or smaller, https://doi.org/10.3133/pp1370G.","productDescription":"Report: viii, 38 p; 7 Plates: 31.00 in. x 35.00 in. or smaller","startPage":"G1","endPage":"G38","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":67373,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-5.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing relative ground-water traveltimes and flow paths at the water table and natural discharge areas, Bonneville Region, Utah and Nevada"},{"id":67371,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing hypothetical altitude of the regional potentiometric surface in the carbonate-rock aquifer and contiguous rocks at depth, Bonneville Region and vicinity, Utah and Nevada"},{"id":67372,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing hydrogeologic units and relative velocities of ground water at the water table, Bonneville Region, Utah and Nevada"},{"id":67370,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing potential host rocks and areas of thick unsaturated zones, Bonneville Region, Utah and Nevada"},{"id":67376,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1370g/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":104617,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4827.htm","linkFileType":{"id":5,"text":"html"},"description":"4827"},{"id":119437,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1370g/report-thumb.jpg"},{"id":67374,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-6.pdf","text":"Plate 6","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Hydrogeologic section A-A' showing ground-water flow paths and relative traveltimes, Bonneville Region, Utah and Nevada"},{"id":67375,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-7.pdf","text":"Plate 7","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing general locations of the principal mining districts, Bonneville Region, Utah and Nevada"},{"id":67369,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370g/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing physiographic features of the Bonneville Region, Utah and Nevada"}],"country":"United States","state":"Nevada, Utah","otherGeospatial":"Bonneville Region","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a25e","contributors":{"editors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":709206,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Sargent, K. A.","contributorId":58630,"corporation":false,"usgs":true,"family":"Sargent","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":709207,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Langer, William H. blanger@usgs.gov","contributorId":1241,"corporation":false,"usgs":true,"family":"Langer","given":"William","email":"blanger@usgs.gov","middleInitial":"H.","affiliations":[{"id":387,"text":"Mineral Resources Program","active":true,"usgs":true}],"preferred":false,"id":709208,"contributorType":{"id":2,"text":"Editors"},"rank":3}]}}
,{"id":39639,"text":"pp1370D - 1990 - Studies of geology and hydrology in the Basin and Range Province, southwestern United States, for isolation of high-level radioactive waste: Characterization of the Sonoran region, Arizona","interactions":[],"lastModifiedDate":"2022-07-18T18:40:00.845486","indexId":"pp1370D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1370","chapter":"D","title":"Studies of geology and hydrology in the Basin and Range Province, southwestern United States, for isolation of high-level radioactive waste: Characterization of the Sonoran region, Arizona","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1370D","usgsCitation":"Bedinger, M.S., Sargent, K.A., and Langer, W.H., 1990, Studies of geology and hydrology in the Basin and Range Province, southwestern United States, for isolation of high-level radioactive waste: Characterization of the Sonoran region, Arizona: U.S. Geological Survey Professional Paper 1370, Report: vi, 40 p.; 6 Plates: 12.00 x 20.00 or smaller, https://doi.org/10.3133/pp1370D.","productDescription":"Report: vi, 40 p.; 6 Plates: 12.00 x 20.00 or smaller","costCenters":[],"links":[{"id":104614,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4824.htm","linkFileType":{"id":5,"text":"html"},"description":"4824"},{"id":67305,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370d/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67304,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370d/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67303,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370d/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67302,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370d/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67301,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370d/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67300,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122175,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1370d/report-thumb.jpg"},{"id":67306,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1370d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Arizona","otherGeospatial":"Basin and Range province, Sonoran region","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -114.7333,\n              31.9775\n            ],\n            [\n              -112.5544,\n              31.9775\n            ],\n            [\n              -112.5544,\n              36.1936\n            ],\n            [\n              -114.7333,\n              36.1936\n            ],\n            [\n              -114.7333,\n              31.9775\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a064","contributors":{"authors":[{"text":"Bedinger, Marion S.","contributorId":75517,"corporation":false,"usgs":false,"family":"Bedinger","given":"Marion","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":221874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sargent, K. A.","contributorId":58630,"corporation":false,"usgs":true,"family":"Sargent","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":221873,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Langer, W. H.","contributorId":44932,"corporation":false,"usgs":true,"family":"Langer","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":221872,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":38495,"text":"pp1370H - 1990 - Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Evaluation of the regions","interactions":[],"lastModifiedDate":"2017-08-31T15:28:01","indexId":"pp1370H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1370","chapter":"H","title":"Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Evaluation of the regions","docAbstract":"<p>Six regions in the Basin and Range province, ranging in size from 21,600 to 80,000 square kilometers, were evaluated to identify prospective hydrogeologic environments for isolation of high-level radioactive waste. Prospective hydrogeologic environments were evaluated on the basis of the surface distribution of potential host rocks, late Cenozoic tectonic activity, hydrogeologic characteristics, and mineral and energy resources. These regions were selected as prospective for this study from a screening of the Basin and Range province. </p><p>The six regions have certain characteristics that appear favorable for isolation of radioactive waste. The scant precipitation and great potential for water loss by evaporation and transpiration results in little surface runoff and ground-water recharge. This, combined with other hydrogeologic factors, results in areas within the regions that have thick unsaturated zones and long ground-water flow paths and traveltimes. </p><p>Potential host media in the unsaturated zone include crystalline rocks, volcanic rocks, and basin fill. Potential host media in the saturated zone are predominantly crystalline igneous rocks but also include argillaceous rocks, evaporitic rocks, intracaldera tuffs, and laharic breccias. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1370H","collaboration":"Prepared in consultation with the States of Arizona, California, Idaho, Nevada, New Mexico, Texas, and Utah ","usgsCitation":"Bedinger, M.S., Sargent, K.A., and Langer, W.H., 1990, Studies of geology and hydrology in the Basin and Range Province, Southwestern United States, for isolation of high-level radioactive waste - Evaluation of the regions: U.S. Geological Survey Professional Paper 1370, Report: vi, 61 p.; 7 Plates: 44.80 in. x 32.50 in. or smaller, https://doi.org/10.3133/pp1370H.","productDescription":"Report: vi, 61 p.; 7 Plates: 44.80 in. x 32.50 in. or smaller","startPage":"H1","endPage":"H61","numberOfPages":"72","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":247669,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370h/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Typical sections of hydrogeologic environments in the Basin and Range Province"},{"id":247670,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370h/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing physiographic features of the Trans-Pecos Region, texas"},{"id":247671,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370h/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing physiographic features of the Rio grande Region, New Mexico and Texas"},{"id":247672,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370h/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing physiographic features of the Sonoran Region, Arizona"},{"id":247673,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370h/plate-5.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing physiographic features of the Sonoran Region, California"},{"id":247674,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370h/plate-6.pdf","text":"Plate 6","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing physiographic features of the Death Valley Region, Nevada and California"},{"id":247675,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1370h/plate-7.pdf","text":"Plate 7","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Physiographic features of the Bonneville Region, Utah and Nevada"},{"id":126615,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1370h/report-thumb.jpg"},{"id":65208,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1370h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona, California, Idaho, Nevada, New Mexico, Texas, Utah ","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699f47","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":219937,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sargent, K. A.","contributorId":58630,"corporation":false,"usgs":true,"family":"Sargent","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":219936,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Langer, W. H.","contributorId":44932,"corporation":false,"usgs":true,"family":"Langer","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":219935,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":38490,"text":"pp1403E - 1990 - Hydrology of the Floridan aquifer system in east-central Florida","interactions":[],"lastModifiedDate":"2025-04-17T18:30:59.947396","indexId":"pp1403E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1403","chapter":"E","title":"Hydrology of the Floridan aquifer system in east-central Florida","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1403E","usgsCitation":"Tibbals, C.H., 1990, Hydrology of the Floridan aquifer system in east-central Florida: U.S. Geological Survey Professional Paper 1403, 98 p., https://doi.org/10.3133/pp1403E.","productDescription":"98 p.","costCenters":[],"links":[{"id":65174,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1403e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122100,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1403e/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"east-central Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80.25162688884144,\n              27.54975429185096\n            ],\n            [\n              -80.54510468568229,\n              28.62837937968102\n            ],\n            [\n              -81.23400519826654,\n              29.79377412606071\n            ],\n            [\n              -82.1051708688887,\n              29.740149469627994\n            ],\n            [\n              -81.31432543740222,\n              27.264549166238922\n            ],\n            [\n              -80.25162688884144,\n              27.54975429185096\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adfbd","contributors":{"authors":[{"text":"Tibbals, C. H.","contributorId":76316,"corporation":false,"usgs":true,"family":"Tibbals","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":219922,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26844,"text":"wri904022 - 1990 - Geohydrology and ground-water geochemistry at a sub-arctic landfill, Fairbanks, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri904022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4022","title":"Geohydrology and ground-water geochemistry at a sub-arctic landfill, Fairbanks, Alaska","docAbstract":"The Fairbanks-North Star Borough, Alaska, landfill is located on silt, sand, and gravel deposits of the Tanana River flood plain, about 3 miles south of the city of Fairbanks water supply wells. The landfill has been in operation for about 25 years in this sub-arctic region of discontinuous permafrost. The cold climate limits biological activity within the landfill with corresponding low gas and leachate production. Chloride concentrations, specific conductance, water temperature, and earth conductivity measurements indicate a small plume of leachate flowing to the northwest from the landfill. The leachate remains near the water table as it flows northwestward toward a drainage ditch. Results of computer modeling of this local hydrologic system indicate that some of the leachate may be discharging to the ditch. Chemical data show that higher-than-background concentrations of several ions are present in the plume. However, the concentrations appear to be reduced to background levels within a short distance along the path of groundwater flow from the landfill, and thus the leachate is not expected to affect the water supply wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri904022","usgsCitation":"Downey, J.S., 1990, Geohydrology and ground-water geochemistry at a sub-arctic landfill, Fairbanks, Alaska: U.S. Geological Survey Water-Resources Investigations Report 90-4022, vi, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904022.","productDescription":"vi, 25 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124199,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4022/report-thumb.jpg"},{"id":55735,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688527","contributors":{"authors":[{"text":"Downey, J. S.","contributorId":100013,"corporation":false,"usgs":true,"family":"Downey","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":197105,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26873,"text":"wri904014 - 1990 - Water resources of the Descanso Area, San Diego County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri904014","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"90-4014","title":"Water resources of the Descanso Area, San Diego County, California","docAbstract":"Hydrologic information was collected during water year 1988 (October 1987 to September 1988) to evaluate the effects of current pumping on groundwater levels in the Descanso area in south-central San Diego County.  Water year 1988 was a period of near-normal precipitation and runoff. The groundwater system in the area consists of aquifers in the metamorphic and granitic bedrock and in the overlying regolith (weathered bedrock). Most wells penetrate both aquifers, but the regolith is the source of most water pumped from wells. Groundwater storage in 1988 was estimated to be 800 to 2,000 acre-ft in the regolith and 300 to 3,000 acre-ft in bedrock. Recharge to the groundwater system from infiltration of precipitation and streamflow was estimated to be about 1,000 acre-ft. Pumpage, which was estimated to be 170 acre-ft, had little effect on groundwater storage. Water levels in wells were nearly the same at the end of the water year as at the beginning. Groundwater quality generally was suitable for domestic uses. Concentrations of iron and manganese , although nontoxic, exceeded California maximum contaminant levels for domestic drinking water in some wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section,","doi":"10.3133/wri904014","usgsCitation":"Duell, L., 1990, Water resources of the Descanso Area, San Diego County, California: U.S. Geological Survey Water-Resources Investigations Report 90-4014, v, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri904014.","productDescription":"v, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118838,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4014/report-thumb.jpg"},{"id":55766,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4014/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0572","contributors":{"authors":[{"text":"Duell, L. F. Jr.","contributorId":39009,"corporation":false,"usgs":true,"family":"Duell","given":"L. F.","suffix":"Jr.","affiliations":[],"preferred":false,"id":197162,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30435,"text":"wri874062 - 1990 - Geothermal resources of the western arm of the Black Rock Desert, northwestern Nevada: Part II, aqueous geochemistry and hydrology","interactions":[],"lastModifiedDate":"2022-02-02T21:22:21.188793","indexId":"wri874062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"87-4062","title":"Geothermal resources of the western arm of the Black Rock Desert, northwestern Nevada: Part II, aqueous geochemistry and hydrology","docAbstract":"<p>The western arm of the Black Rock Desert, Nevada, includes several distinct hydrothermal systems, some of which exceed 150 C and may exceed 200 C at depth, determined on the basis of chemical geothermometry. The cation composition of the thermal water appears to be controlled by aluminosilicate minerals that are common in other active geothermal systems. Estimates of the equilibrium temperatures at which some mineral pairs are stable, when compared with the more commonly applied geothermometer estimates, indicate that thermodynamic data may be useful for estimating deep aquifer temperatures. Thermal water at Great Boiling and Mud Springs, which has a chloride concentration of about 2,000 mg/L and a total dissolved-solids concentration of 4 ,500 mg/L, appears to have been affected by shallow evapotranspiration in an adjacent playa prior to deep circulation. This model of recharge within the basin floor is distinctly different from models proposed for most other geothermal systems in the northern Great Basin.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874062","usgsCitation":"Welch, A., and Preissler, A.M., 1990, Geothermal resources of the western arm of the Black Rock Desert, northwestern Nevada: Part II, aqueous geochemistry and hydrology: U.S. Geological Survey Water-Resources Investigations Report 87-4062, vi, 91 p., https://doi.org/10.3133/wri874062.","productDescription":"vi, 91 p.","costCenters":[],"links":[{"id":395309,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46739.htm"},{"id":59213,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4062/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4062/report-thumb.jpg"}],"country":"United States","state":"Nevada","otherGeospatial":"Black Rock Desert","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.5167,\n              40.6417\n            ],\n            [\n              -118.9228,\n              40.6417\n            ],\n            [\n              -118.9228,\n              41.4431\n            ],\n            [\n              -119.5167,\n              41.4431\n            ],\n            [\n              -119.5167,\n              40.6417\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ae7d","contributors":{"authors":[{"text":"Welch, A. H.","contributorId":14836,"corporation":false,"usgs":true,"family":"Welch","given":"A. H.","affiliations":[],"preferred":false,"id":203245,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Preissler, A. M.","contributorId":85230,"corporation":false,"usgs":true,"family":"Preissler","given":"A.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203246,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27060,"text":"wri894046 - 1990 - Surface-water hydrology and salinity of the Anclote River estuary, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri894046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"89-4046","title":"Surface-water hydrology and salinity of the Anclote River estuary, Florida","docAbstract":"Direct measurements of streamflow, tides, and salinity in the Anclote River Estuary, Florida were made during the period January 1984 through May 1986; historical streamflow was compared to that measured during the study; the influence of well-field pumpage on streamflow was evaluated; and regression relations between salinity, tide, and average daily streamflow were developed. Mean monthly streamflows during the study period generally were lower than the corresponding long-term monthly averages yet representative of flows that typically enter the estuary. The influence of pumpage from individual well fields in or near the basin on streamflow was not statistically significant; the influence of total well-field pumpage, however, was significant at the 5% level. The upstream daily location of 0.44-, 5.0-, 10-, and 18-parts-per-thousand (ppt) salinity was quantified using multiple regression techniques. Streamflow used in the analysis ranged from 2.3 to 263 cu ft/sec, and high tides ranged from 0.25 ft below to 2.76 ft above sea level. Vertical salinity profiles indicated partially to well-mixed conditions throughout the estuary during the study period. Results of the regression analyses show that streamflow has a large effect on the location of the saltwater- freshwater interface (defined as 0.44 ppt salinity) as well as water having a salinity of 5.0 ppt. The location of water having salinities greater than 5.0 ppt is affected increasingly by tide, with a corresponding decrease in effect by streamflow. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports,","doi":"10.3133/wri894046","usgsCitation":"Fernandez, M., 1990, Surface-water hydrology and salinity of the Anclote River estuary, Florida: U.S. Geological Survey Water-Resources Investigations Report 89-4046, iv, 34 p. :ill. ;29 cm., https://doi.org/10.3133/wri894046.","productDescription":"iv, 34 p. :ill. ;29 cm.","costCenters":[],"links":[{"id":158770,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4046/report-thumb.jpg"},{"id":55935,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4046/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a6fe","contributors":{"authors":[{"text":"Fernandez, Mario Jr.","contributorId":77155,"corporation":false,"usgs":true,"family":"Fernandez","given":"Mario","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":197487,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}