No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/b1865","usgsCitation":"Goldfarb, R., O’Leary, R.M., Sutley, S.J., and Tripp, R.B., 1989, Geochemical survey of the Cordova and Middleton Island 1° x 3° quadrangles, south-central Alaska: U.S. Geological Survey Bulletin 1865, Report: v, 32 p.; 2 Plates: 28.50 × 27.00 inches and 41.75 × 31.50 inches, https://doi.org/10.3133/b1865.","productDescription":"Report: v, 32 p.; 2 Plates: 28.50 × 27.00 inches and 41.75 × 31.50 inches","costCenters":[],"links":[{"id":391756,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_22033.htm"},{"id":61005,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1865/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":61004,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/bul/1865/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":61003,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/bul/1865/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":163754,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1865/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Cordova and Middleton Island 1° x 3° quadrangles","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -147,\n 59.75\n ],\n [\n -144,\n 59.75\n ],\n [\n -144,\n 61\n ],\n [\n -147,\n 61\n ],\n [\n -147,\n 59.75\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6aba87","contributors":{"authors":[{"text":"Goldfarb, R.J.","contributorId":38143,"corporation":false,"usgs":true,"family":"Goldfarb","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":210195,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O’Leary, R. M.","contributorId":44894,"corporation":false,"usgs":true,"family":"O’Leary","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":210196,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sutley, S. J.","contributorId":91484,"corporation":false,"usgs":true,"family":"Sutley","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":210198,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Tripp, R. B.","contributorId":88707,"corporation":false,"usgs":true,"family":"Tripp","given":"R.","middleInitial":"B.","affiliations":[],"preferred":false,"id":210197,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25607,"text":"wri884235 - 1989 - Hydrology of the Goat Lake watershed, Snohomish County, Washington, 1982-87","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"wri884235","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4235","title":"Hydrology of the Goat Lake watershed, Snohomish County, Washington, 1982-87","docAbstract":"The Goat Lake watershed in Snohomish County, Washington, functions as an ' experimental watershed ' for long-term studies to determine the effects of acidic precipitation on water resources. Data have been collected there by the U.S. Geological Survey since 1982. The watershed is in a wilderness area of the Cascade Range and is downwind of an industrial and urban area that produces chemical compounds found in acidic precipitation. The lake is considered sensitive to acidic inputs from atmospheric deposition and streamflow. The mean annual discharge of the Goat Lake outflow is 35 cu ft/sec; precipitation on the watershed is calculated to be about 170 in/yr. The inflow to Goat Lake is sufficient to replace the entire contents of the lake basin on an average every 21.5 days, or 17 times/year. Water in Goat Lake, and that of the inlet and outlet, is of low ionic strength and of calcium-bicarbonate type. The lake, although considered oligotrophic, is sufficiently deep to stratify thermally, and summer dissolved-oxygen concentrations in the hypolimnion are depressed. Even though alkalinity and specific conductance at Goat Lake are in the range considered sensitive to acidic inputs , the pH of water in the lake has consistently ranged from 6.1 to 7.2, indicating that the lake is not acidified at this time. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884235","usgsCitation":"Dion, N.P., Ebbert, J., Poole, J., and Peck, B., 1989, Hydrology of the Goat Lake watershed, Snohomish County, Washington, 1982-87: U.S. Geological Survey Water-Resources Investigations Report 88-4235, iv, 44 p. :ill. ;28 cm., https://doi.org/10.3133/wri884235.","productDescription":"iv, 44 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122974,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4235/report-thumb.jpg"},{"id":54351,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4235/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acbe4b07f02db67e3a4","contributors":{"authors":[{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194385,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ebbert, J.C.","contributorId":57451,"corporation":false,"usgs":true,"family":"Ebbert","given":"J.C.","affiliations":[],"preferred":false,"id":194387,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Poole, J.E.","contributorId":70764,"corporation":false,"usgs":true,"family":"Poole","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":194388,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Peck, B.S.","contributorId":46128,"corporation":false,"usgs":true,"family":"Peck","given":"B.S.","email":"","affiliations":[],"preferred":false,"id":194386,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25875,"text":"wri884028 - 1989 - Hydrology of the Mississippi River Valley alluvial aquifer, south- central United States — A preliminary assessment of the regional flow system","interactions":[],"lastModifiedDate":"2022-01-20T20:07:12.651795","indexId":"wri884028","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4028","title":"Hydrology of the Mississippi River Valley alluvial aquifer, south- central United States — A preliminary assessment of the regional flow system","docAbstract":"Data describing the aquifer framework and steady-state regional flow were assembled for the Mississippi River Valley alluvial aquifer north of Vicksburg, Mississippi. The aquifer is part of the Mississippi embayment aquifer system. The 60 to 140 ft thick alluvial aquifer grades from gravel at the bottom to fine sand near the top. It is overlain by the Mississippi River Valley confining unit, which consists of 10 to 50 ft of silts, clays, and fine-grained sands. Underlying units consist of alternating sands and clays corresponding to regional hydrogeologic units of the Mississippi embayment aquifer system. The three-layer finite difference model was used to simulate two-dimensional confined or unconfined steady-state flow for predevelopment and 1972. Preliminary analysis of predevelopment flow indicates that recharge to the alluvial aquifer was from underlying aquifers and the confining unit. Rivers accounted for almost all discharge. Pumpage from the alluvial aquifer for irrigation substantially changed regional flow direction toward depressions in the potentiometric surface. Recharge from rivers and the confining unit increased and recharge from underlying aquifers decreased. Discharge to underlying aquifers increased and discharge to rivers decreased. Recharge from the confining unit reached a maximum of 1.3 inch/year for large parts of the aquifer. Nearly all drawdown exceeding 20 ft was at two locations in Arkansas--the Grande Prairie region, and west of Crowleys Ridge. Model results indicate the importance of leakage from rivers and the confining unite to providing recharge to sustain large amounts of pumpage from the alluvial aquifer.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884028","usgsCitation":"Ackerman, D.J., 1989, Hydrology of the Mississippi River Valley alluvial aquifer, south- central United States — A preliminary assessment of the regional flow system: U.S. Geological Survey Water-Resources Investigations Report 88-4028, vi, 74 p., https://doi.org/10.3133/wri884028.","productDescription":"vi, 74 p.","costCenters":[],"links":[{"id":54629,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4028/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124157,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4028/report-thumb.jpg"},{"id":394609,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46953.htm"}],"country":"United States","otherGeospatial":"Mississippi River Valley alluvial aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92,\n 32\n ],\n [\n -88,\n 32\n ],\n [\n -88,\n 37.1667\n ],\n [\n -92,\n 37.1667\n ],\n [\n -92,\n 32\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667117","contributors":{"authors":[{"text":"Ackerman, D. J.","contributorId":53380,"corporation":false,"usgs":true,"family":"Ackerman","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":195407,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25588,"text":"wri894033 - 1989 - Hydrologic and geochemical monitoring in Long Valley caldera, Mono County, California, 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri894033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4033","title":"Hydrologic and geochemical monitoring in Long Valley caldera, Mono County, California, 1986","docAbstract":"The U.S. Geological Survey continued to monitor hydrologic and geochemical conditions in the Long Valley caldera during 1986. The monitoring is directed toward detecting changes in the hydrologic system caused by tectonic or magmatic processes. Data collected during 1986 include chemical and isotopic composition of water from selected streams sites, springs, and wells; pumpage from four geothermal wells; flow rates of selected springs and stream sites; mean daily water or gas temperatures at selected sites; mean daily atmospheric pressures and water level at selected wells, and precipitation records for two sites. Seismicity within the caldera persisted at a relatively low level compared with the more active periods of 1978-84. The most significant events of seismicity that affected hydrologic monitoring sites in Long Valley during 1986 occurred during July , in response to the Chalfant Valley earthquakes, centered about 20 miles southeast of the caldera. Water level records for three wells show distinct responses to the Chalfant Valley earthquakes. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894033","usgsCitation":"Farrar, C.D., Sorey, M., Rojstaczer, S., Steinemann, A., and Clark, M.D., 1989, Hydrologic and geochemical monitoring in Long Valley caldera, Mono County, California, 1986: U.S. Geological Survey Water-Resources Investigations Report 89-4033, vi, 69 p. :ill. ;28 cm., https://doi.org/10.3133/wri894033.","productDescription":"vi, 69 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118877,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4033/report-thumb.jpg"},{"id":54330,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4033/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611851","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194314,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":194315,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rojstaczer, S.A.","contributorId":54620,"corporation":false,"usgs":true,"family":"Rojstaczer","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":194312,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Steinemann, A.C.","contributorId":71214,"corporation":false,"usgs":true,"family":"Steinemann","given":"A.C.","affiliations":[],"preferred":false,"id":194313,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Clark, M. D.","contributorId":25202,"corporation":false,"usgs":true,"family":"Clark","given":"M.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":194311,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":26105,"text":"wri884199 - 1989 - Simulated effects of future withdrawals on water levels in the northeastern coastal plain aquifers of New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri884199","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4199","title":"Simulated effects of future withdrawals on water levels in the northeastern coastal plain aquifers of New Jersey","docAbstract":"In the northeastern Coastal Plain of New Jersey, groundwater withdrawals have produced large cones of depression in all four major regional aquifers. Prior to development, water levels in the four aquifers were 20 to 120 ft above sea level and natural groundwater flow was towards Raritan Bay. In 1983, when total withdrawals exceeded 90 million gal/day, water levels were as low as 185 ft below sea level in the Wenonah-Mount Laurel aquifer, 225 ft below sea leval in the Englishtown aquifer system and 52 and 82 ft below sea level in the upper and middle aquifers of the Potomac-Raritan-Magothy aquifer system, respectively. With development, the natural direction of groundwater flow has been reversed, resulting in the movement of saltwater into parts of the upper and middle aquifers of the Potomac-Raritan-Magothy aquifer system. An 11-layer finite-difference model of the entire New Jersey Coastal Plain was used to simulate the effects of six scenarios of future groundwater withdrawals on water levels in the northeastern Coastal Plain of New Jersey through the year 2020. In the simulation with the most severe reduction, most of the groundwater withdrawals in the northeastern and west-central areas of the Coastal Plain were limited to 50% of 1983 withdrawals after 1990. Even with such restrictions, the lowest simulated water levels in the northeastern part of the Coastal Plain for 2010 are still well below sea level. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884199","usgsCitation":"Battaglin, W., and Hill, M.C., 1989, Simulated effects of future withdrawals on water levels in the northeastern coastal plain aquifers of New Jersey: U.S. Geological Survey Water-Resources Investigations Report 88-4199, vi, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884199.","productDescription":"vi, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158091,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4199/report-thumb.jpg"},{"id":54896,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4199/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54897,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4199/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54898,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4199/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54899,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4199/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54900,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4199/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54901,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4199/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ce4b07f02db613c1c","contributors":{"authors":[{"text":"Battaglin, W.A.","contributorId":16376,"corporation":false,"usgs":true,"family":"Battaglin","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":195813,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hill, M. C.","contributorId":48993,"corporation":false,"usgs":true,"family":"Hill","given":"M.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":195814,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26053,"text":"wri884033 - 1989 - Hydrologic effects of pumpage from the Denver basin bedrock aquifers of northern El Paso County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri884033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4033","title":"Hydrologic effects of pumpage from the Denver basin bedrock aquifers of northern El Paso County, Colorado","docAbstract":"The Denver groundwater basin underlies a 6,700 sq-mi area in eastern Colorado. To assess current conditions of the four bedrock aquifers in the basin, water levels, streamflow gain and loss, and other data were collected. Current aquifer conditions in the southern part of the basin and likely response to various 100-year pumping scenarios were analyzed using a digital finite-difference model. Simulated predevelopment flow through the bedrock aquifers was about 59 cu ft/sec. Water level changes between 1978 and 1985, likely caused by variations in precipitation and in pumping and by lowering of the water table in the overlying Black Squirrel Creek alluvial aquifer, ranged from rises of more than 40 ft to declines of as much as 80 ft. In 1985, pumping from the bedrock aquifers was about 56 cu ft/sec. Simulations indicate that 43% of the pumpage came from a decrease in volume of groundwater in storage; 37% came from induced recharge and captured discharge. The remaining 20% came from a transient high rate of recharge from precipitation. A baseline 100-yr simulation, beginning in 1985, indicated minimal drawdowns for constant pumping at 1985 rates in the southern part of the basin. Other simulations indicated that the pumpage required to supply the needs of the projected population would be accompanied by drawdowns of as much as 1,300 ft and by large decreases in amount of groundwater in storage. Pumpage from a hypothetical well field, located where the aquifers are thickest , and from the aquifers underlying Colorado Springs also was simulated. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884033","usgsCitation":"Banta, E.R., 1989, Hydrologic effects of pumpage from the Denver basin bedrock aquifers of northern El Paso County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 88-4033, vi, 84 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884033.","productDescription":"vi, 84 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124245,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4033/report-thumb.jpg"},{"id":54829,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54830,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54831,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54832,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54833,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4033/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54834,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4033/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606e8d","contributors":{"authors":[{"text":"Banta, E. R.","contributorId":63038,"corporation":false,"usgs":true,"family":"Banta","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195720,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26046,"text":"wri894138 - 1989 - Final revised analyses of major and trace elements from acid mine waters in the Leviathan Mine drainage basin, California and Nevada — October 1981 to October 1982","interactions":[],"lastModifiedDate":"2022-01-24T19:10:46.079244","indexId":"wri894138","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4138","title":"Final revised analyses of major and trace elements from acid mine waters in the Leviathan Mine drainage basin, California and Nevada — October 1981 to October 1982","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894138","usgsCitation":"Ball, J., and Nordstrom, D.K., 1989, Final revised analyses of major and trace elements from acid mine waters in the Leviathan Mine drainage basin, California and Nevada — October 1981 to October 1982: U.S. Geological Survey Water-Resources Investigations Report 89-4138, v, 46 p., https://doi.org/10.3133/wri894138.","productDescription":"v, 46 p.","costCenters":[],"links":[{"id":54823,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4138/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119087,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4138/report-thumb.jpg"},{"id":394765,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47228.htm"}],"country":"United States","state":"California, Nevada","otherGeospatial":"Leviathan Mine drainage basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.5833,\n 38.6686\n ],\n [\n -119.7272,\n 38.6686\n ],\n [\n -119.7272,\n 38.8256\n ],\n [\n -119.5833,\n 38.8256\n ],\n [\n -119.5833,\n 38.6686\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fbe4b07f02db5f46fb","contributors":{"authors":[{"text":"Ball, J.W.","contributorId":67507,"corporation":false,"usgs":true,"family":"Ball","given":"J.W.","affiliations":[],"preferred":false,"id":195707,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nordstrom, D. Kirk 0000-0003-3283-5136 dkn@usgs.gov","orcid":"https://orcid.org/0000-0003-3283-5136","contributorId":749,"corporation":false,"usgs":true,"family":"Nordstrom","given":"D.","email":"dkn@usgs.gov","middleInitial":"Kirk","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"preferred":false,"id":195708,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26457,"text":"wri864318 - 1989 - Hydrogeologic correlations for selected wells on Long Island, New York — A data base with retrieval program","interactions":[],"lastModifiedDate":"2022-01-19T22:58:42.642616","indexId":"wri864318","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"86-4318","title":"Hydrogeologic correlations for selected wells on Long Island, New York — A data base with retrieval program","docAbstract":"Accurate delineation of the internal hydrogeologic structure of Long Island, NY is integral to the understanding and management of the groundwater system. This report presents a computerized data base of hydrogeologic correlations for 3,146 wells on Long Island and adjacent parts of New York City. The data base includes the well identification number, the latitude-longitude of the well location, the altitude of land surface at the well and of the bottom of the drilled hole, and the altitude of the top of the major hydrogeologic units penetrated by the well. A computer program is included that allows retrieval of selected types of data for all of, or any local area of, Long Island. These data retrievals are a valuable aid to the construction of hydrogeologic surface maps.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864318","usgsCitation":"Buxton, H., Shernoff, P., and Smolensky, D., 1989, Hydrogeologic correlations for selected wells on Long Island, New York — A data base with retrieval program: U.S. Geological Survey Water-Resources Investigations Report 86-4318, Report: iv, 107 p.; 3 Plates: 50.94 × 25.36 inches or smaller, https://doi.org/10.3133/wri864318.","productDescription":"Report: iv, 107 p.; 3 Plates: 50.94 × 25.36 inches or smaller","costCenters":[],"links":[{"id":55278,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4318/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":394553,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36638.htm"},{"id":55279,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4318/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55277,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4318/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55276,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4318/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121974,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4318/report-thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74.1522216796875,\n 40.30466538259176\n ],\n [\n -72.04833984375,\n 40.30466538259176\n ],\n [\n -72.04833984375,\n 41.261291493919884\n ],\n [\n -74.1522216796875,\n 41.261291493919884\n ],\n [\n -74.1522216796875,\n 40.30466538259176\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628ab9","contributors":{"authors":[{"text":"Buxton, H. T.","contributorId":67873,"corporation":false,"usgs":true,"family":"Buxton","given":"H. T.","affiliations":[],"preferred":false,"id":196428,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shernoff, P. K.","contributorId":22779,"corporation":false,"usgs":true,"family":"Shernoff","given":"P. K.","affiliations":[],"preferred":false,"id":196426,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smolensky, D. A.","contributorId":46094,"corporation":false,"usgs":true,"family":"Smolensky","given":"D. A.","affiliations":[],"preferred":false,"id":196427,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25934,"text":"wri894065 - 1989 - Stratigraphy of the unsaturated zone at the radioactive waste management complex, Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri894065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4065","title":"Stratigraphy of the unsaturated zone at the radioactive waste management complex, Idaho National Engineering Laboratory, Idaho","docAbstract":"A complex sequence of layered basalt flows, cinders, and sediment underlies the Radioactive Waste Management Complex at the Idaho National Engineering Laboratory in southeastern Idaho. Wells drilled to 700 ft penetrate a sequence of 10 basalt-flow groups and 7 major sedimentary interbeds that range in age from about 100,000 to 600,000 years old. The 10 flow groups consist of 22 separate lava flows and flow-units. Each flow group is made up of from one to five petrographically similar flows that erupted from common source areas during periods of less than 200 years. Sedimentary interbeds consist of fluvial, lacustrine, and wind-blown deposits of clay, silt, sand, and gravel that accumulated during periods of volcanic inactivity ranging from thousands to hundreds of thousands of years. Flows and sediment are unsaturated to a depth of about 600 ft. Flows and sediment below a depth of 600 ft are saturated and make up the uppermost part of the Snake River Plain aquifer. The areal extent of flow groups and interbeds was determined from well cuttings, cores, geophysical logs, potassium-argon ages, and geomagnetic properties. Stratigraphical control was provided by four sequential basalt flows near the base of the unsaturated zone that have reversed geomagnetic polarity and high emission of natural gamma radiation compared to other flows. Natural gamma logs were used as a primary correlation tool. Natural-gamma emissions, which are generally uniform in related, petrographically similar flows, increase or decrease between petrographically dissimilar flows of different age and source. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies of this report can be purchased from Books and Open-File Reports Section,","doi":"10.3133/wri894065","usgsCitation":"Anderson, S.R., and Lewis, B.D., 1989, Stratigraphy of the unsaturated zone at the radioactive waste management complex, Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 89-4065, v, 54 p. :ill ;28 cm., https://doi.org/10.3133/wri894065.","productDescription":"v, 54 p. :ill ;28 cm.","costCenters":[],"links":[{"id":158056,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4065/report-thumb.jpg"},{"id":54691,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5492","contributors":{"authors":[{"text":"Anderson, S. R.","contributorId":93518,"corporation":false,"usgs":true,"family":"Anderson","given":"S.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, B. D.","contributorId":85965,"corporation":false,"usgs":true,"family":"Lewis","given":"B.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":195507,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26204,"text":"wri884225 - 1989 - Water resources of Sedgwick County, Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri884225","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4225","title":"Water resources of Sedgwick County, Kansas","docAbstract":"Hydrologic data from streams, impoundments, and wells are interpreted to: (1) document water resources characteristics; (2) describe causes and extent of changes in water resources characteristics; and (3) evaluate water resources as sources of supply. During 1985, about 134,200 acre-ft of water (84% groundwater) were used for public (42%), irrigation, (40%), industrial (14%), and domestic (4%) supplies. Streamflow and groundwater levels are related directly to precipitation, and major rivers are sustained by groundwater inflow. Significant groundwater level declines have occurred only in the Wichita well field. The Arkansas and Ninnescah Rivers have sodium chloride type water; the Little Arkansas River, calcium bicarbonate type water. Water quality characteristics of water in small streams and wells depend primarily on local geology. The Wellington Formation commonly yields calcium sulfate type water; Ninnescah Shale and unconsolidated deposits generally yield calcium bicarbonate type water. Sodium chloride and calcium sulfate type water in the area often have dissolved-solids concentrations exceeding 1,000 mg/L. Water contamination by treated sewage effluent was detected inparts of the Arkansas River, Little Arkansas River, and Cowskin Creek. Nitrite plus nitrate as nitrogen contamination was detected in 11 of 101 wells; oilfield brine was detected in the Wichita-Valley Center Floodway, Prairie Creek, Whitewater Creek, and 16 of 101 wells; and agricultural pesticides were detected in 8 of 14 impoundments and 5 of 19 wells. Generally, the water is acceptable for most uses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884225","usgsCitation":"Bevans, H., 1989, Water resources of Sedgwick County, Kansas: U.S. Geological Survey Water-Resources Investigations Report 88-4225, viii, 119 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884225.","productDescription":"viii, 119 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4225/report-thumb.jpg"},{"id":54997,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4225/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54998,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4225/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54999,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4225/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69964f","contributors":{"authors":[{"text":"Bevans, H.E.","contributorId":102892,"corporation":false,"usgs":true,"family":"Bevans","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":195976,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25599,"text":"wri894035 - 1989 - Hydrologic environments and water-quality characteristics at four landfills in Mecklenburg County, North Carolina, 1980-86","interactions":[],"lastModifiedDate":"2017-01-27T09:47:21","indexId":"wri894035","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4035","title":"Hydrologic environments and water-quality characteristics at four landfills in Mecklenburg County, North Carolina, 1980-86","docAbstract":"A water-quality study was conducted during 1980-86 at four landfills in Mecklenburg County, North Carolina. Each landfill has a three-layered hydrogeologic system typical of the Piedmont, consisting of (1) the regolith; (2) a transition zone; and (3) unweathered, fractured crystalline bedrock. As much as 7.6 inches per year of rainfall enters the ground-water system and has the potential to generate leachate within landfill cells. Ground water and leachate discharge to tributaries within the landfill sites or to streams adjacent to them.\r\n\r\nWater-quality samples were collected from 53 monitoring wells and 20 surface-water sites. Samples were analyzed for selected physical and biological characteristics, major inorganic ions, nutrients, trace elements, and organic compounds. Selected indicators of water quality, including specific conductance; hardness; and concentrations of chloride, manganese, dissolved solids, total organic carbon, and specific organic compounds were analyzed to determine the effects of each landfill on ground- and surface-water quality.\r\n\r\nIncreases in concentrations of inorganic constituents above background levels were detected in ground water downgradient of the landfills. The increases were generally greatest in samples from wells in close proximity to the older landfill cells. In general, the increases in concentrations in downgradient wells were greater for calcium, magnesium, and chloride than for other major ions. Manganese exhibited the largest relative increase in concentration between upgradient and downgradient wells of any constituent, and manganese concentration data were effective in defining areas with extensive anaerobic biological activity.\r\n\r\nDifferences between upgradient and downgradient concentrations of total organic carbon and specific organic compounds generally were not as apparent. The most frequently identified organic contaminants were the herbicides 2,4-D and 2,4,5-T. Chlorofluoromethanes were identified in three of four ground-water samples analyzed for volatile organic compounds.\r\n\r\nLandfills affected the water quality of several smaller streams but did not noticeably affect larger ones. Apparent effects on water quality were greatest at the oldest landfill, located on Statesville Road, where waste is in cells that are partly below the water table.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894035","usgsCitation":"Cardinell, A., Barnes, C., Eddins, W., and Coble, R.W., 1989, Hydrologic environments and water-quality characteristics at four landfills in Mecklenburg County, North Carolina, 1980-86: U.S. Geological Survey Water-Resources Investigations Report 89-4035, vi, 79 p. :ill. ;28 cm., https://doi.org/10.3133/wri894035.","productDescription":"vi, 79 p. :ill. ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":54343,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4035/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124307,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4035/report-thumb.jpg"}],"country":"United States","state":"North Carolina","county":"Mecklenburg County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-81.9447,35.9585],[-81.9383,35.9523],[-81.9329,35.9442],[-81.9274,35.9293],[-81.9256,35.9253],[-81.9169,35.9154],[-81.9133,35.9078],[-81.9137,35.9014],[-81.9099,35.8856],[-81.9109,35.8806],[-81.919,35.8641],[-81.9215,35.8527],[-81.9309,35.8403],[-81.942,35.8342],[-81.957,35.8204],[-81.9785,35.8187],[-81.9907,35.8076],[-81.9335,35.7663],[-81.8971,35.7406],[-81.8695,35.7215],[-81.8248,35.581],[-81.8326,35.5782],[-81.8425,35.5667],[-81.8477,35.548],[-81.8481,35.5389],[-81.9016,35.5349],[-81.9726,35.5265],[-81.9783,35.5268],[-81.9876,35.5357],[-81.9993,35.5519],[-82.0039,35.5536],[-82.0089,35.5522],[-82.0228,35.5415],[-82.034,35.5372],[-82.0973,35.5361],[-82.1563,35.5255],[-82.1706,35.5316],[-82.2206,35.5575],[-82.2421,35.5607],[-82.2519,35.5637],[-82.2674,35.5747],[-82.2918,35.5938],[-82.2913,35.5979],[-82.2865,35.6048],[-82.2815,35.6108],[-82.2765,35.6132],[-82.2686,35.6151],[-82.2653,35.6165],[-82.2654,35.6188],[-82.2747,35.6282],[-82.2732,35.635],[-82.2837,35.6439],[-82.2881,35.661],[-82.2828,35.672],[-82.2846,35.6765],[-82.2934,35.685],[-82.2936,35.6909],[-82.2865,35.7006],[-82.2765,35.7066],[-82.2622,35.7015],[-82.2354,35.7165],[-82.2163,35.7219],[-82.1925,35.74],[-82.1878,35.7542],[-82.1749,35.7607],[-82.1579,35.7792],[-82.1574,35.782],[-82.1649,35.7873],[-82.165,35.7913],[-82.1574,35.8024],[-82.149,35.8071],[-82.1452,35.8148],[-82.1331,35.8251],[-82.1206,35.8271],[-82.1191,35.8335],[-82.1084,35.8368],[-82.1007,35.8442],[-82.0996,35.8483],[-82.0992,35.852],[-82.0958,35.8525],[-82.085,35.8509],[-82.0708,35.852],[-82.0607,35.8549],[-82.0488,35.8565],[-82.0331,35.8645],[-82.0289,35.8786],[-82.0245,35.8841],[-82.0195,35.886],[-82.0115,35.8853],[-82.0023,35.8818],[-81.9988,35.8778],[-81.9892,35.8779],[-81.9864,35.8798],[-81.9882,35.8843],[-81.9792,35.8885],[-81.9815,35.9103],[-81.9704,35.92],[-81.9643,35.9269],[-81.9582,35.9306],[-81.9657,35.9369],[-81.9642,35.9432],[-81.9447,35.9585]]]},\"properties\":{\"name\":\"McDowell\",\"state\":\"NC\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606d2b","contributors":{"authors":[{"text":"Cardinell, A.P.","contributorId":59033,"corporation":false,"usgs":true,"family":"Cardinell","given":"A.P.","email":"","affiliations":[],"preferred":false,"id":194361,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, C.R.","contributorId":85625,"corporation":false,"usgs":true,"family":"Barnes","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":194362,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Eddins, W.H.","contributorId":47796,"corporation":false,"usgs":true,"family":"Eddins","given":"W.H.","email":"","affiliations":[],"preferred":false,"id":194359,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Coble, R. W.","contributorId":49380,"corporation":false,"usgs":true,"family":"Coble","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194360,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26323,"text":"wri894094 - 1989 - Contrasts of vegetation, soils, microclimates, and geomorphic processes between north- and south-facing slopes on Green Mountain near Denver, Colorado","interactions":[],"lastModifiedDate":"2019-08-20T12:25:19","indexId":"wri894094","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4094","title":"Contrasts of vegetation, soils, microclimates, and geomorphic processes between north- and south-facing slopes on Green Mountain near Denver, Colorado","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri894094","usgsCitation":"Branson, F.A., and Shown, L.M., 1989, Contrasts of vegetation, soils, microclimates, and geomorphic processes between north- and south-facing slopes on Green Mountain near Denver, Colorado: U.S. Geological Survey Water-Resources Investigations Report 89-4094, v, 18 p. , https://doi.org/10.3133/wri894094.","productDescription":"v, 18 p. ","costCenters":[],"links":[{"id":157654,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4094/report-thumb.jpg"},{"id":366724,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4094/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","city":"Denver","otherGeospatial":"Green Mountain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.19203186035155,\n 39.678126804900295\n ],\n [\n -105.14911651611328,\n 39.678126804900295\n ],\n [\n -105.14911651611328,\n 39.71537404178252\n ],\n [\n -105.19203186035155,\n 39.71537404178252\n ],\n [\n -105.19203186035155,\n 39.678126804900295\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db69859c","contributors":{"authors":[{"text":"Branson, Farrel Allen","contributorId":53823,"corporation":false,"usgs":true,"family":"Branson","given":"Farrel","email":"","middleInitial":"Allen","affiliations":[],"preferred":false,"id":196180,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shown, Lynn M.","contributorId":7326,"corporation":false,"usgs":true,"family":"Shown","given":"Lynn","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196179,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25494,"text":"wri894146 - 1989 - Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:14","indexId":"wri894146","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4146","title":"Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho","docAbstract":"Water from four wells completed in the Snake River Plain aquifer was sampled as part of the U.S. Geological Survey 's quality assurance program to evaluate the effect of filtration and preservation methods on strontium-90 concentrations in groundwater at the Idaho National Engineering Laboratory. Water from each well was filtered through either a 0.45-micrometer membrane or a 0.1-micrometer membrane filter; unfiltered samples also were collected. Two sets of filtered and two sets of unfiltered samples was preserved in the field with reagent-grade hydrochloric acid and the other set of samples was not acidified. For water from wells with strontium-90 concentrations at or above the reporting level, 94% or more of the strontium-90 is in true solution or in colloidal particles smaller than 0.1 micrometer. These results suggest that within-laboratory reproducibility for strontium-90 in groundwater at the INEL is not significantly affected by changes in filtration and preservation methods used for sample collections. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894146","usgsCitation":"Cecil, L., Knobel, L., Wegner, S., and Moore, L., 1989, Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 89-4146, iv, 24 p. :ill. ;28 cm., https://doi.org/10.3133/wri894146.","productDescription":"iv, 24 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4146/report-thumb.jpg"},{"id":54216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faddd","contributors":{"authors":[{"text":"Cecil, L.D.","contributorId":62616,"corporation":false,"usgs":true,"family":"Cecil","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":193923,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knobel, L.L.","contributorId":83115,"corporation":false,"usgs":true,"family":"Knobel","given":"L.L.","affiliations":[],"preferred":false,"id":193924,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wegner, S.J.","contributorId":36950,"corporation":false,"usgs":true,"family":"Wegner","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":193922,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Moore, L.L.","contributorId":108145,"corporation":false,"usgs":true,"family":"Moore","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":193925,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26387,"text":"wri874223 - 1989 - Changes in chloride concentrations, mixing patterns, and stratification characteristics of Irondequoit Bay, Monroe County, New York, after decreased use of road-deicing salts, 1974-1984","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri874223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"87-4223","title":"Changes in chloride concentrations, mixing patterns, and stratification characteristics of Irondequoit Bay, Monroe County, New York, after decreased use of road-deicing salts, 1974-1984","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies of this report may be purchased from U.S. Geological Survey Books and Open-File Reports,","doi":"10.3133/wri874223","usgsCitation":"Bubeck, R., and Burton, R., 1989, Changes in chloride concentrations, mixing patterns, and stratification characteristics of Irondequoit Bay, Monroe County, New York, after decreased use of road-deicing salts, 1974-1984: U.S. Geological Survey Water-Resources Investigations Report 87-4223, v, 52 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874223.","productDescription":"v, 52 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121916,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4223/report-thumb.jpg"},{"id":55180,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4223/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55181,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4223/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6ddf","contributors":{"authors":[{"text":"Bubeck, R.C.","contributorId":81940,"corporation":false,"usgs":true,"family":"Bubeck","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":196299,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burton, R.S.","contributorId":92708,"corporation":false,"usgs":true,"family":"Burton","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":196300,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26275,"text":"wri884177 - 1989 - Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 2","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri884177","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4177","title":"Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 2","docAbstract":"The major aquifers in the study area (Blount, Cherokee, DeKalb, Etowah, Jackson, and Marshall Counties in northern Alabama) are the Knox-Shady, Tuscumbia-Fort Payne, and Pottsville aquifers. These aquifers are sources of public water supply and are recharged in each of the six counties. Major aquifers are susceptible to contamination from the surface throughout their recharge areas. In addition, water in these aquifers is highly susceptible to contamination in general topographic settings such as poorly drained areas and in areas where specific features such as sinkholes occur. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, 1989","doi":"10.3133/wri884177","usgsCitation":"Bossong, C., 1989, Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 2: U.S. Geological Survey Water-Resources Investigations Report 88-4177, iv, 22 p. :col. ill., col. maps ;28 cm., https://doi.org/10.3133/wri884177.","productDescription":"iv, 22 p. :col. ill., col. maps ;28 cm.","costCenters":[],"links":[{"id":118700,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4177/report-thumb.jpg"},{"id":55085,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4177/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55086,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4177/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8bf5","contributors":{"authors":[{"text":"Bossong, C. R.","contributorId":39762,"corporation":false,"usgs":true,"family":"Bossong","given":"C. R.","affiliations":[],"preferred":false,"id":196100,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25725,"text":"wri894061 - 1989 - Proceedings of the Advanced Seminar on one-dimensional, open-channel Flow and transport modeling","interactions":[],"lastModifiedDate":"2016-10-13T11:22:20","indexId":"wri894061","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4061","title":"Proceedings of the Advanced Seminar on one-dimensional, open-channel Flow and transport modeling","docAbstract":"In view of the increased use of mathematical/numerical simulation models, of the diversity of both model investigations and informational project objectives, and of the technical demands of complex model applications by U.S. Geological Survey personnel, an advanced seminar on one-dimensional open-channel flow and transport modeling was organized and held on June 15-18, 1987, at the National Space Technology Laboratory, Bay St. Louis, Mississippi. Principal emphasis in the Seminar was on one-dimensional flow and transport model-implementation techniques, operational practices, and application considerations. The purposes of the Seminar were to provide a forum for the exchange of information, knowledge, and experience among model users, as well as to identify immediate and future needs with respect to model development and enhancement, user support, training requirements, and technology transfer. The Seminar program consisted of a mix of topical and project presentations by Geological Survey personnel. This report is a compilation of short papers that summarize the presentations made at the Seminar.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri894061","usgsCitation":"1989, Proceedings of the Advanced Seminar on one-dimensional, open-channel Flow and transport modeling: U.S. Geological Survey Water-Resources Investigations Report 89-4061, v, 99 p., https://doi.org/10.3133/wri894061.","productDescription":"v, 99 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":157111,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4061/report-thumb.jpg"},{"id":54488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4061/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a298","contributors":{"compilers":[{"text":"Schaffranek, Raymond W.","contributorId":86314,"corporation":false,"usgs":true,"family":"Schaffranek","given":"Raymond","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":650818,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":25518,"text":"wri894104 - 1989 - Geochemistry of soils and shallow ground water, with emphasis on arsenic and selenium, in part of the Garrison Diversion Unit, North Dakota, 1985-87","interactions":[],"lastModifiedDate":"2018-03-08T12:43:07","indexId":"wri894104","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4104","title":"Geochemistry of soils and shallow ground water, with emphasis on arsenic and selenium, in part of the Garrison Diversion Unit, North Dakota, 1985-87","docAbstract":"The Garrison Diversion Unit is being constructed to transfer water from the Missouri River (Lake Sakakawea) to areas in east-central and southeastern North Dakota for expanded irrigation of agricultural lands. During initial investigations of irrigation return flows in 1969-76, the potential effects of toxic elements were considered, and the U.S. Bureau of Reclamation concluded these elements would have no adverse effects on streams receiving return flows. After the development of problems associated with selenium in irrigation return flows in the western San Joaquin Valley, Calif., in 1985, the U.S. Bureau of Reclamation initiated additional studies, including an investigation conducted in cooperation with the U.S. Geological Survey, to assist in collecting and evaluating trace-element data. Also, in 1986, with the passage of the Garrison Diversion Unit Reformulation Act, Congress mandated that soil surveys be conducted to determine if there are \"*** soil characteristics which might result in toxic or hazardous irrigation return flows.\"
In order to address this issue, an investigation was conducted during 1995-87 by the U.S. Geological Survey in cooperation with the U.S. Bureau of Reclamation to determine the occurrence and distribution of arsenic, selenium, and other trace elements in the soils of six potential irrigation areas along the Garrison Diversion Unit route and in the James River basin. A total of 165 soil samples were collected and analyzed for total concentrations of as many as 42 elements, including arsenic and selenium. In addition, 81 of the samples were analyzed for water-extractable concentrations of 14 elements, including arsenic and selenium, to aid in determining the extent to which they might be mobilized by the irrigation water. In a detailed phase of the investigation, 376 water samples were collected in one of the six potential irrigation areas, the west Oakes irrigation area. Most of these samples were analyzed for arsenic, selenium, and as many as 28 other elements.
Results of the investigation indicate that soils in the potential irrigation areas contain small concentrations of arsenic, selenium, and other trace elements. The geometric mean concentrations of total arsenic and selenium were 4.15 and 0.13 milligrams per kilogram, respectively, which are considerably smaller than those measured in the western San Joaquin Valley, Calif., and soils from other areas in the western United States. Water-extractable concentrations of arsenic and selenium, determined on 1:5 soil to water extractions, generally were less than 10 percent of the total concentrations. The geometric mean water-extractable concentrations for both elements were 0.02 milligram per kilogram or less.
The median and maximum concentrations of all constituents and properties indicative of irrigation drainage were tens to hundreds of times smaller in the Oakes test area drains than in western San Joaquin Valley drains. The maximum arsenic concentration in ground-water samples was 44 micrograms per liter, and the median concentration was 4 micrograms per liter. The maximum concentration in drain samples was 11 micrograms per liter, and the median concentration was 3 micrograms per liter.
Only 22 percent of the water samples collected from wells in the Oakes test area contained detectable concentrations (1 microgram per liter or more) of selenium. However, selenium was detected in 63 percent of the samples collected from sites on drains. The greater incidence of detection of selenium in the drain samples is interpreted as an effect of the more oxidizing environment of the drains, which are about 8 feet below land surface near the top of the water table. The median selenium concentration in the drain samples, however, was only 1 microgram per liter, and the maximum concentration in 63 drain samples was 4 micrograms per liter. For comparison, the median selenium concentrations reported for drains in the western San Joaquin Valley, Calif., ranged from 84 to 320 micrograms per liter. Mater from two observation wells had the largest selenium concentrations (8 and 9 micrograms per liter) measured during the investigation. These were the only two samples that exceeded any of the water-quality regulations, standards, or criteria for selenium.
Mercury and boron were the only other trace elements that exceeded standards and criteria. The median concentration of mercury was less than 0.1 microgram per liter, and the maximum concentration was 0.8 microgram per liter. The chronic freshwater-aquatic-life criterion for mercury (0.012 microgram per liter) is about 10 times less than the laboratory detection limit and is derived from bioconcentration factors based on methylmercury. Two boron samples exceeded the irrigation criteria of 750 micrograms per liter. Comparisons with criteria and standards indicate that the concentrations of trace elements determined in samples from wells and drains in the Oakes test area during this investigation should not adversely affect human and aquatic life or irrigated crops.
The data collected indicate that the soils and ground water in the Garrison Diversion Unit contain small concentrations of trace elements, including arsenic and selenium. Based on a detailed study of soils and ground water in the west Oakes irrigation area, however, there is no evidence that expanded irrigation will mobilize these elements in concentrations large enough to adversely affect aquatic life in the James River ecosystem, based on current regulations, standards, and criteria. Data are not currently available to make definitive statements about selenium concentrations in ground water in Garrison Diversion Unit irrigation areas other than the west Oakes Irrigation area. Data available on total and water-extractable selenium concentrations in soils t however, indicate that concentrations in ground water would be similar to those determined in the west Oakes irrigation area. Plans have been developed to sample ground water in the additional areas.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894104","usgsCitation":"Goolsby, D.A., Severson, R.C., Wilson, S., and Webber, K., 1989, Geochemistry of soils and shallow ground water, with emphasis on arsenic and selenium, in part of the Garrison Diversion Unit, North Dakota, 1985-87: U.S. Geological Survey Water-Resources Investigations Report 89-4104, viii, 132 p., https://doi.org/10.3133/wri894104.","productDescription":"viii, 132 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":122870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4104/report-thumb.jpg"},{"id":54235,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa69c","contributors":{"authors":[{"text":"Goolsby, D. A.","contributorId":50508,"corporation":false,"usgs":true,"family":"Goolsby","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":194018,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Severson, R. C.","contributorId":46498,"corporation":false,"usgs":true,"family":"Severson","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194017,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wilson, S. A. 0000-0002-9468-0005","orcid":"https://orcid.org/0000-0002-9468-0005","contributorId":23561,"corporation":false,"usgs":true,"family":"Wilson","given":"S. A.","affiliations":[],"preferred":false,"id":194016,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Webber, Kurt","contributorId":15660,"corporation":false,"usgs":true,"family":"Webber","given":"Kurt","email":"","affiliations":[],"preferred":false,"id":194015,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26371,"text":"wri894152 - 1989 - Geology and ground-water resources of the San Carlos Indian Reservation, Gila, Graham, and Pinal counties, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri894152","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4152","title":"Geology and ground-water resources of the San Carlos Indian Reservation, Gila, Graham, and Pinal counties, Arizona","docAbstract":"The San Carlos Indian Reservation includes about 2,900 sq mi in east- central Arizona. Relatively impermeable pre-Tertiary rocks are exposed in about 23% of the reservation and underlie water-bearing Tertiary and quaternary basin fill and Quaternary stream alluvium in much of the southern part of the reservation. About 9,000 members of the San Carlos Apache Tribe live on the reservation and rely on groundwater to meet public supply, irrigation, and other needs. Basin fill is widespread in the valley of the San Carlos and Gila Rivers and consists of fine sand, silt, limestone, clay, and pyroclastic volcanics that may attain a total maximum thickness of more than 3,200 ft in the reservation. Quaternary stream alluvium overlies the basin fill along many streams and washes. Stream alluvium consists of poorly sorted, unconsolidated, gravelly, muddy, sand; and sandy gravel and reaches a maximum thickness of 100 ft along the San Carlos and Gila Rivers. The volume of recoverable water stored in the basin fill to a depth of 1,200 ft is estimated to be about 20 million acre-ft. The volume of recoverable water stored in the stream alluvium on the reservation is estimated to be more than 100,000 acre-ft. The stream alluvium along the San Carlos River supplies most of the water used for drinking. Water throughout much of the reservation is suitable for most uses except for that in the alluvium along the Gila River, which contains large concentrations of dissolved solids. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894152","usgsCitation":"Brown, J.G., 1989, Geology and ground-water resources of the San Carlos Indian Reservation, Gila, Graham, and Pinal counties, Arizona: U.S. Geological Survey Water-Resources Investigations Report 89-4152, v, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894152.","productDescription":"v, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":110254,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47240.htm","linkFileType":{"id":5,"text":"html"},"description":"47240"},{"id":122881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4152/report-thumb.jpg"},{"id":55163,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4152/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55164,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4152/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55165,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4152/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db6835de","contributors":{"authors":[{"text":"Brown, J. G.","contributorId":28263,"corporation":false,"usgs":true,"family":"Brown","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196273,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25811,"text":"wri884220 - 1989 - US Geological Survey Toxic Substances Hydrology Program: Proceedings of the technical meeting, Phoenix, Arizona, September 26-30, 1988","interactions":[],"lastModifiedDate":"2018-05-23T11:33:13","indexId":"wri884220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4220","title":"US Geological Survey Toxic Substances Hydrology Program: Proceedings of the technical meeting, Phoenix, Arizona, September 26-30, 1988","docAbstract":"Crude oil floating at the surface of a shallow aquifer of glacial outwash, near Bemidji, Minnesota, is altered by geochemical processes. Hydrocarbons from the oil are attenuated by several reactions that include aerobic and anaerobic microbial degradation. These degradation reactions result in the development of geochemical facies in the shallow groundwater system. Groundwater most affected by the presence of organic compounds is anoxic, and concentrations of methane, dissolved organic carbon, and total inorganic are high--0.76 millimole/L, 2.9 millimole/L, and 12.3 millimole/L, respectively. The concentrations of chemical species and delta-(13)C isotope values indicate that the plume near the oil lens has become progressively more reducing. Over a 4-year period (1984 through 1987), the concentrations of methane and iron have increased by a factor of > 25. The data suggest that sequential degradation occurs, as predicted by thermo-dynamics: manganese is reduced before iron is reduced, which occurs before methanogenesis. These data provide field evidence that reduction of iron and manganese is an important mechanism of decomposition of organic matter in aquifers. The delta-(13)C values of inorganic carbon of the native groundwater range from -12 ppt to -15 ppt as a result of mixing of soil CO2 with CO2 from the dissolution of carbonates. Non methanogenic biodegradation of oil constituents adds isotopically light CO2 to the groundwater because the oil has a delta-(13)C value of 28 ppt. The delta-(13)C value of inorganic carbon in the reducing zone have become progressively heavier from 1985 through 1987. The maximum change occurs 15 m downgradient from the oil lens, where the delta-(13)C values increased from -21.6 ppt to -5.35 ppt. This change indicates that the plume has become more reducing and methanogenic over time.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884220","usgsCitation":"1989, US Geological Survey Toxic Substances Hydrology Program: Proceedings of the technical meeting, Phoenix, Arizona, September 26-30, 1988: U.S. Geological Survey Water-Resources Investigations Report 88-4220, xii, 651 p. , https://doi.org/10.3133/wri884220.","productDescription":"xii, 651 p. ","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":158411,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4220/report-thumb.jpg"},{"id":54562,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4220/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611a10","contributors":{"editors":[{"text":"Mallard, Gail E.","contributorId":46556,"corporation":false,"usgs":true,"family":"Mallard","given":"Gail","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":736273,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Ragone, Stephen E.","contributorId":74374,"corporation":false,"usgs":true,"family":"Ragone","given":"Stephen","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":736274,"contributorType":{"id":2,"text":"Editors"},"rank":2}]}} ,{"id":25130,"text":"cir930H - 1989 - International strategic minerals inventory summary report; natural graphite","interactions":[],"lastModifiedDate":"2012-02-02T00:08:16","indexId":"cir930H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"930","chapter":"H","title":"International strategic minerals inventory summary report; natural graphite","docAbstract":"Natural graphite is a crystalline mineral of pure carbon which normally occurs in the form of platelet-shaped crystals. It has important properties, such as chemical inertness, low thermal expansion, and lubricity, that make it almost irreplaceable for certain uses such as refractories and steelmaking. Graphite ore types are crystalline (flake and lump} or 'amorphous' (cryptocrystalline}. Refractory applications use the largest total amount of natural graphite, while the most important use of crystalline graphite is in crucibles for handling molten metals. All graphite deposits being mined today are found in the following metamorphic environments: (1) contact metamorphosed coal generally is a source of amorphous graphite; (2)disseminated crystalline flake graphite comes from syngenetic metasediments; and (3) crystalline lump graphite is found in epigenetic veins in high-grade metamorphic regions. Graphite may also occur as a trace mineral in ultrabasic rocks and pegmatites, but these are economically insignificant. The world's identified economically exploitable resources of crystalline graphite in major deposits are estimated to be about 9.7 million metric tons of concentrate. In-place resources of amorphous graphite are about 11.5 million metric tons. Of these, less than 2 percent of the crystalline ore and less than 1 percent of the amorphous ore are in western industrial countries. World mining production of natural graphite rose from 347,000 metric tons in 1973 to 659,000 metric tons in 1986, while the proportion produced by central economy countries increased from about 50 percent for the period from 1973 to 1978 to more than 64 percent in 1979 to 1986. It is estimated that crystalline flake graphite accounts for at least 180,000 metric tons of total annual world mining production of natural graphite, and amorphous graphite makes up the rest.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir930H","usgsCitation":"Krauss, U., Schmidt, H., Taylor, H., and Sutphin, D.M., 1989, International strategic minerals inventory summary report; natural graphite: U.S. Geological Survey Circular 930, v. :ill. ;26 cm.; 29 p., https://doi.org/10.3133/cir930H.","productDescription":"v. :ill. ;26 cm.; 29 p.","costCenters":[],"links":[{"id":124484,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1989/0930h/report-thumb.jpg"},{"id":54110,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1989/0930h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db544d63","contributors":{"authors":[{"text":"Krauss, U.H.","contributorId":47404,"corporation":false,"usgs":true,"family":"Krauss","given":"U.H.","email":"","affiliations":[],"preferred":false,"id":193269,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schmidt, H.W.","contributorId":103710,"corporation":false,"usgs":true,"family":"Schmidt","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":193271,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Taylor, H.A. Jr.","contributorId":100024,"corporation":false,"usgs":true,"family":"Taylor","given":"H.A.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":193270,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sutphin, D. M.","contributorId":27424,"corporation":false,"usgs":true,"family":"Sutphin","given":"D.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":193268,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":26404,"text":"wri884126 - 1989 - A vertically averaged spectral model for tidal circulation in estuaries","interactions":[],"lastModifiedDate":"2016-07-26T16:38:54","indexId":"wri884126","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4126","title":"A vertically averaged spectral model for tidal circulation in estuaries","docAbstract":"A frequency dependent computer model based on the two-dimensional vertically averaged shallow-water equations is described for general purpose application in tidally dominated embayments. This model simulates the response of both tides and tidal currents to user-specified geometries and boundary conditions. The mathematical formulation and practical application of the model are discussed in detail. Salient features of the model include the ability to specify: (1) stage at the open boundaries as well as within the model grid, (2) velocities on open boundaries (river inflows and so forth), (3) spatially variable wind stress, and (4) spatially variable bottom friction. Using harmonically analyzed field data as boundary conditions, this model can be used to make real time predictions of tides and tidal currents. (USGS)
","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri884126","usgsCitation":"Burau, J., and Cheng, R.T., 1989, A vertically averaged spectral model for tidal circulation in estuaries: U.S. Geological Survey Water-Resources Investigations Report 88-4126, iv, 31 p. :ill. ;28 cm., https://doi.org/10.3133/wri884126.","productDescription":"iv, 31 p. :ill. ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":122831,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4126/report-thumb.jpg"},{"id":55194,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4126/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a52e5","contributors":{"authors":[{"text":"Burau, J.R. 0000-0002-5196-5035","orcid":"https://orcid.org/0000-0002-5196-5035","contributorId":7307,"corporation":false,"usgs":true,"family":"Burau","given":"J.R.","affiliations":[],"preferred":false,"id":196330,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cheng, R. T.","contributorId":23138,"corporation":false,"usgs":false,"family":"Cheng","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196331,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26251,"text":"wri884184 - 1989 - Ground-water inflow to the Deschutes River near the Warm Springs Indian Reservation, Oregon, August 1985","interactions":[],"lastModifiedDate":"2017-02-07T08:22:16","indexId":"wri884184","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4184","title":"Ground-water inflow to the Deschutes River near the Warm Springs Indian Reservation, Oregon, August 1985","docAbstract":"Groundwater inflow to the Deschutes River near the Warm Springs Indian Reservation in Oregon was estimated for August 1985 by: (1) measuring streamflow at various sites along the river; (2) determining the part of the streamflow that is groundwater inflow; and (3) analyzing the hydraulic gradients of the groundwater flow system to estimate the amount of groundwater discharge to the Deschutes River from both sides of the river. Results of the streamflow analysis indicated that the Deschutes River gained 415 cu ft/sec between Round Butte Dam and Dant in August 1985. Results of the analysis on hydraulic gradients of the groundwater flow system showed that the amount of groundwater inflow from the west side ranged from about 207 to 216 cu ft/sec, and groundwater inflow from the east side ranged from about 199 to 207 cu ft/sec. Streamflow measurements in September 1985 along the Metolius River from the site above Jefferson creek to the site below Camp Creek indicated a gain of 70 cu ft/sec. From the site below Camp Creek to the gage above Lake Billy Chinook the results of discharge measurements showed a loss of 112 cu ft/sec. Because of lack of groundwater hydraulic-head and lithologic data, no analysis of the groundwater flow system near the Metolius River was attempted. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section,","doi":"10.3133/wri884184","usgsCitation":"Bolke, E., and Laenen, A., 1989, Ground-water inflow to the Deschutes River near the Warm Springs Indian Reservation, Oregon, August 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4184, iv, 18 p. :ill., map ;28 cm., https://doi.org/10.3133/wri884184.","productDescription":"iv, 18 p. :ill., map ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":55050,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4184/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55051,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4184/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123382,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4184/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668cc5","contributors":{"authors":[{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":196060,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laenen, Antonius","contributorId":107673,"corporation":false,"usgs":true,"family":"Laenen","given":"Antonius","email":"","affiliations":[],"preferred":false,"id":196061,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26413,"text":"wri884214 - 1989 - Calibration and use of an interactive-accounting model to simulate dissolved solids, streamflow, and water-supply operations in the Arkansas River basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri884214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4214","title":"Calibration and use of an interactive-accounting model to simulate dissolved solids, streamflow, and water-supply operations in the Arkansas River basin, Colorado","docAbstract":"An interactive-accounting model was used to simulate dissolved solids, streamflow, and water supply operations in the Arkansas River basin, Colorado. Model calibration of specific conductance to streamflow relations at three sites enabled computation of dissolved-solids loads throughout the basin. To simulate streamflow only, all water supply operations were incorporated in the regression relations for streamflow. Calibration for 1940-85 resulted in coefficients of determination that ranged from 0.89 to 0.58, and values in excess of 0.80 were determined for 16 of 20 nodes. The model then incorporated 74 water users and 11 reservoirs to simulate the water supply operations for two periods, 1943-74 and 1975-85. For the 1943-74 calibration, coefficients of determination for streamflow ranged from 0.87 to 0.02. Calibration of the water supply operations resulted in coefficients of determination that ranged from 0.87 to negative for simulated irrigation diversions of 37 selected water users. Calibration for 1975-85 was not evaluated statistically, but average values and plots of reservoir contents indicated reasonableness of the simulation. To demonstrate the utility of the model, six specific alternatives were simulated to consider effects of potential enlargement of Pueblo Reservoir. Three general major alternatives were simulated: the 1975-85 calibrated model data, the calibrated model data with an addition of 30 cu ft/sec in Fountain Creek flows, and the calibrated model data plus additional municipal water in storage. These three major alternatives considered the options of reservoir enlargement or no enlargement. A 40,000-acre-foot reservoir enlargement resulted in average increases of 2,500 acre-ft in transmountain diversions, of 800 acre-ft in storage diversions, and of 100 acre-ft in winter-water storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884214","usgsCitation":"Burns, A., 1989, Calibration and use of an interactive-accounting model to simulate dissolved solids, streamflow, and water-supply operations in the Arkansas River basin, Colorado: U.S. Geological Survey Water-Resources Investigations Report 88-4214, v, 116 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884214.","productDescription":"v, 116 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123518,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4214/report-thumb.jpg"},{"id":55208,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4214/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db6892ba","contributors":{"authors":[{"text":"Burns, A.W.","contributorId":65498,"corporation":false,"usgs":true,"family":"Burns","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":196344,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}