{"pageNumber":"484","pageRowStart":"12075","pageSize":"25","recordCount":16446,"records":[{"id":47731,"text":"wri894075 - 1989 - Potentiometric surface of the alluvial aquifer and hydrologic conditions near Caguas, Puerto Rico, March 1988","interactions":[],"lastModifiedDate":"2022-01-13T20:59:48.781908","indexId":"wri894075","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":"89-4075","title":"Potentiometric surface of the alluvial aquifer and hydrologic conditions near Caguas, Puerto Rico, March 1988","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894075","usgsCitation":"Puig, J.C., Rodriguez-del-Rio, F., and Rodriguez, J.M., 1989, Potentiometric surface of the alluvial aquifer and hydrologic conditions near Caguas, Puerto Rico, March 1988: U.S. Geological Survey Water-Resources Investigations Report 89-4075, 1 Plate: 25.00 × 32.90 inches, https://doi.org/10.3133/wri894075.","productDescription":"1 Plate: 25.00 × 32.90 inches","costCenters":[],"links":[{"id":394341,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47185.htm"},{"id":120630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4075/report-thumb.jpg"},{"id":84646,"rank":300,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4075/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Puerto Rico","city":"Caguas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -66.05649948120117,\n              18.210273908107798\n            ],\n            [\n              -66.0233688354492,\n              18.210273908107798\n            ],\n            [\n              -66.0233688354492,\n              18.256251851124976\n            ],\n            [\n              -66.05649948120117,\n              18.256251851124976\n            ],\n            [\n              -66.05649948120117,\n              18.210273908107798\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682ec6","contributors":{"authors":[{"text":"Puig, Juan Carlos","contributorId":91546,"corporation":false,"usgs":true,"family":"Puig","given":"Juan","email":"","middleInitial":"Carlos","affiliations":[],"preferred":false,"id":236106,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rodriguez-del-Rio, Felix","contributorId":81958,"corporation":false,"usgs":true,"family":"Rodriguez-del-Rio","given":"Felix","email":"","affiliations":[],"preferred":false,"id":236105,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rodriguez, Jose M. 0000-0002-4430-9929 jmrod@usgs.gov","orcid":"https://orcid.org/0000-0002-4430-9929","contributorId":1318,"corporation":false,"usgs":true,"family":"Rodriguez","given":"Jose","email":"jmrod@usgs.gov","middleInitial":"M.","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":236104,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":47727,"text":"wri874288 - 1989 - Louisiana hydrologic atlas map No. 4; geohydrologic sections of Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:10:08","indexId":"wri874288","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":"87-4288","title":"Louisiana hydrologic atlas map No. 4; geohydrologic sections of Louisiana","language":"ENGLISH","doi":"10.3133/wri874288","usgsCitation":"Smoot, C.W., 1989, Louisiana hydrologic atlas map No. 4; geohydrologic sections of Louisiana: U.S. Geological Survey Water-Resources Investigations Report 87-4288, 5 sections on 1 sheet ; sheet 64 x 69 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri874288.","productDescription":"5 sections on 1 sheet ; sheet 64 x 69 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":161987,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":84639,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4288/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643bec","contributors":{"authors":[{"text":"Smoot, Charles W.","contributorId":88398,"corporation":false,"usgs":true,"family":"Smoot","given":"Charles","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":236094,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":"<p>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.</p>","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":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":"<p>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 &gt; 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.&nbsp;</p>","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":14399,"text":"ofr89230 - 1989 - Hydrologic data for the Big Spring basin, Clayton County, Iowa, water year 1988","interactions":[],"lastModifiedDate":"2016-03-11T13:10:16","indexId":"ofr89230","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-230","title":"Hydrologic data for the Big Spring basin, Clayton County, Iowa, water year 1988","docAbstract":"<p>Hydrologic data was collected during the 1988 water year in cooperation with the Iowa Department of Natural Resources Geological Survey Bureau in the Big Spring ground-water basin located in Clayton County, Iowa. Information on precipitation, streams, and ground water was collected in the basin.</p>\n<p>Total rainfall at Big Spring was 24.08 inches. The greatest monthly rainfall was in September. Calcium and sulfate were the predominant ions in the rain and the median ammonia and nitrate concentrations as nitrogen were 0.40 and 0.37 mg/L (milligrams per liter), respectively.</p>\n<p>Stream discharge, water temperature, specific conductance, and pH were monitored continuously and monthly water-quality samples were collected at three sites in the basin. In the streams, water temperature and pH vary diurnally and are greatest during the day. Specific conductance varies inversely with water temperature and pH. The predominant ions in the streams were calcium, magnesium, and bicarbonate. Nitrate plus nitrite as nitrogen concentrations ranged from 0.5 to 15 mg/L. Pesticide concentrations ranged from less than 0.10 <span>&micro;</span>g/L (micrograms per liter) to 0.72 <span>&micro;</span>g/L. Atrazine was detected in 12 of 13 stream samples and cyanazine was detected in 4 of 13 samples.</p>\n<p>The daily mean temperature of the water in Big Spring ranged from 9.7 to 10.6 degrees Celsius, the daily mean specific conductance ranged from 698 to 735 microsiemens per centimeter at 25 degrees Celsius, and the daily median pH ranged from 6.7 to 7.1. Calcium, magnesium, and bicarbonate were the predominant ions in solution. Nitrate plus nitrite as nitrogen concentrations ranged from 7.5 to 11 mg/L. Atrazine was the only pesticide detected in the monthly samples from Big Spring. Atrazine concentrations were greater than the detection limit in six of seven samples and ranged from less than 0.10 to 0.26 <span>&micro;</span>g/L.</p>\n<p>During a baseflow seepage study, June 28 and 29, the discharge lost by streams in the basin was 5.57 cubic feet per second and the dissolved nitrogen load lost was 0.19 tons per day. The discharge and total dissolved nitrogen leaving the basin in streams was 2.93 cubic feet per second and 0.02 tons per day, respectively.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/ofr89230","collaboration":"Prepared in cooperation with the Iowa Department of Natural Resource (Geological Survey Bureau)","usgsCitation":"Kalkhoff, S.J., 1989, Hydrologic data for the Big Spring basin, Clayton County, Iowa, water year 1988: U.S. Geological Survey Open-File Report 89-230, vi, 44 p. ill.; 28 cm., https://doi.org/10.3133/ofr89230.","productDescription":"vi, 44 p. ill.; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":43081,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0230/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148343,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0230/report-thumb.jpg"}],"country":"United States","state":"Iowa","county":"Clayton County","otherGeospatial":"Big Spring basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -91.59782409667969,\n              42.903885012632266\n            ],\n            [\n              -91.59782409667969,\n              43.08694333811321\n            ],\n            [\n              -91.28952026367188,\n              43.08694333811321\n            ],\n            [\n              -91.28952026367188,\n              42.903885012632266\n            ],\n            [\n              -91.59782409667969,\n              42.903885012632266\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f781","contributors":{"authors":[{"text":"Kalkhoff, Stephen J. 0000-0003-4110-1716 sjkalkho@usgs.gov","orcid":"https://orcid.org/0000-0003-4110-1716","contributorId":1731,"corporation":false,"usgs":true,"family":"Kalkhoff","given":"Stephen","email":"sjkalkho@usgs.gov","middleInitial":"J.","affiliations":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true},{"id":35680,"text":"Illinois-Iowa-Missouri Water Science Center","active":true,"usgs":true},{"id":36532,"text":"Central Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":169389,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27308,"text":"wri884232 - 1989 - Ground-water flow and quality near the Upper Great Lakes connecting channels, Michigan","interactions":[],"lastModifiedDate":"2025-01-10T19:49:11.566193","indexId":"wri884232","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":"88-4232","title":"Ground-water flow and quality near the Upper Great Lakes connecting channels, Michigan","docAbstract":"<p>The Upper Great Lakes connecting channels are the St. Marys, St. Clair and Detroit Rivers, and Lake St. Clair. The effect of ground water on the connecting channels is largely unknown, and the controls on its movement and quality are undefined. Geologic, hydrologic, and environmental conditions near the channels have been examined.for this investigation. Included in the study area is a 50-mile reach of channel beginning at Whitefish Bay and extending to Neebish Island, and a 90-mile reach of channel between Port Huron and Pointe Mouillee in Lake Erie. </p><p>Glacial deposits, which transmit most ground water to the channels, range from less than 100 feet in thickness in the southern part of the St. Clair-Detroit River area to more than 250 feet in thickness in the northern part. Marine seismic surveys were used at some locations to determine the thickness of deposits. Glacial deposits in the St. Marys River area range from less than 10 feet to more than 300 feet in thickness. Permeable bedrock in the southern reach of the Detroit River area and throughout most of the St. Marys River area may contribute substantial amounts of water to the channels. Total ground-water discharge to the channels, by area, is estimated as follows! St. Marys area, 76 cubic feet per second; St. Clair area, 11 cubic feet per second; Lake St. Clair area, 46 cubic feet per second; and Detroit area, 54 cubic feet per second. </p><p>Analyses of water from 31 wells, 25 of which were installed by the U.S. Geological Survey, were made for organic compounds, trace metals, and other substances. Volatile hydrocarbons, and base neutral, acid extractable, and chlorinated neutral compounds were not detectable in water at most locations. Concentrations of trace metals, however, were higher than common in natural waters at some locations. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri884232","collaboration":"Prepared in cooperation with U.S. Environmental Protection Agency","usgsCitation":"Gillespie, J., and Dumouchelle, D., 1989, Ground-water flow and quality near the Upper Great Lakes connecting channels, Michigan: U.S. Geological Survey Water-Resources Investigations Report 88-4232, Report: vii, 82 p.; 5 Plates: 20.96 x 17.54 inches or smaller, https://doi.org/10.3133/wri884232.","productDescription":"Report: vii, 82 p.; 5 Plates: 20.96 x 17.54 inches or smaller","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":393248,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466035,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47127.htm","text":"St. Mary's study area","linkFileType":{"id":5,"text":"html"}},{"id":119851,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4232/report-thumb.jpg"},{"id":466034,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47126.htm","text":"St. Clair - Detroit River study area","linkFileType":{"id":5,"text":"html"}},{"id":56180,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56182,"rank":7,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4232/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56181,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393249,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393250,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4232/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Canada, United States","state":"Michigan, Ontario","otherGeospatial":"St. Clair-Detroit River, St Mary's River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -84.52743301912491,\n              46.58073968434181\n            ],\n            [\n              -84.47845376209919,\n              46.42266829090466\n            ],\n            [\n              -84.32261067156153,\n              46.478360354740786\n            ],\n            [\n              -84.2704509432996,\n              46.158506855332746\n            ],\n            [\n              -83.84373605369098,\n              45.971058144663715\n            ],\n            [\n              -83.70814876101491,\n              46.045604714566025\n            ],\n            [\n              -83.7660333375008,\n              46.29435340425064\n            ],\n            [\n              -84.0452787119742,\n              46.548376135783485\n            ],\n            [\n              -84.52743301912491,\n              46.58073968434181\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -83.18852630080252,\n              41.976867533683816\n            ],\n            [\n              -83.09036888055267,\n              42.037648241533645\n            ],\n            [\n              -82.97585189026181,\n              42.32858698636622\n            ],\n            [\n              -82.73874504974451,\n              42.271013827921465\n            ],\n            [\n              -82.40326693880598,\n              42.32057261831909\n            ],\n            [\n              -82.419626508847,\n              42.485619629262374\n            ],\n            [\n              -82.53414349913862,\n              42.582059682339064\n            ],\n            [\n              -82.32146908859792,\n              43.02615686235137\n            ],\n            [\n              -82.46870521897232,\n              43.05007127689956\n            ],\n            [\n              -82.58322220926318,\n              42.70240029179044\n            ],\n            [\n              -82.78771683478337,\n              42.72043130569506\n            ],\n            [\n              -82.95131253519952,\n              42.50974360366189\n            ],\n            [\n              -82.9676721052413,\n              42.40111243646069\n            ],\n            [\n              -83.20488587084428,\n              42.32253941978951\n            ],\n            [\n              -83.25396458096883,\n              42.061944263799404\n            ],\n            [\n              -83.18852630080252,\n              41.976867533683816\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cdaf","contributors":{"authors":[{"text":"Gillespie, J.L.","contributorId":67927,"corporation":false,"usgs":true,"family":"Gillespie","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":197891,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dumouchelle, D.H.","contributorId":83144,"corporation":false,"usgs":true,"family":"Dumouchelle","given":"D.H.","affiliations":[],"preferred":false,"id":197892,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44164,"text":"ofr89226 - 1989 - Summary of hydrologic data for the San Gabriel River basin and Edwards Aquifer, Georgetown area, Texas, water year 1988","interactions":[],"lastModifiedDate":"2016-08-15T09:09:29","indexId":"ofr89226","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-226","title":"Summary of hydrologic data for the San Gabriel River basin and Edwards Aquifer, Georgetown area, Texas, water year 1988","docAbstract":"<p>The Edwards aquifer is the principle source of freshwater for municipal, domestic, and industrial users in the Georgetown area. Other sources of freshwater are the streams draining the San Gabriel River basin and Lake Georgetown. Lake Georgetown, located on the North Fork San Gabriel River west of Georgetown, is a freshwater supply for some municipalities in the area, water in the San Gabriel River basin also supplies a variety of needs east of Georgetown. Because of the importance of the Edwards aquifer and the surface waters in the area, the U.S. Geological Survey, in cooperation with the city of Georgetown, conducted a monitoring program of the Edwards Aquifer and principal streams during water year 1988. The study area centered on Georgetown and encompassed an area of about 150 square miles (fig. 1).</p>\n<p>The freshwater resources in the Georgetown area have been the subject of three recent reports. Baker and others (1986) described the Edwards aquifer and the relation between recharge and discharge. Krietier and others (1987) provided fracture analysis, geologic mapping, ground-water chemistry, and the relation between rainfall and recharge in the study area. Land and Dorsey (1988) conducted an investigation to reassess the inclusion of the Georgetown Limestone as one of the geologic units comprising the Edwards aquifer. In addition, the Geological Survey publishes streamflow and water-quality data in the Water Resources Data for Texas report on an annual basis.</p>\n<p>The primary purpose of this report is to present a summary of the hydrologic data collected from the streams draining the San Gabriel River basin and from the Edwards aquifer during the 1988 water year (October 1987&ndash;September 1988). A secondary purpose is to add perspective to the 1988 data by including data from the previous 2 years (1986 and 1987) when available. The scope of the report is limited to the Georgetown area (fig. 1) and to data collected by the Geological Survey.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr89226","collaboration":"Prepared in cooperation with the City of Georgetown","usgsCitation":"Land, L.F., and Dorsey, M., 1989, Summary of hydrologic data for the San Gabriel River basin and Edwards Aquifer, Georgetown area, Texas, water year 1988: U.S. Geological Survey Open-File Report 89-226, Plate: 34.68 x 28.33 inches, https://doi.org/10.3133/ofr89226.","productDescription":"Plate: 34.68 x 28.33 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":326473,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr89226.JPG"},{"id":81561,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0226/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"San Gabriel River basin and Edwards Aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.75,\n              30.75\n            ],\n            [\n              -97.5625,\n              30.75\n            ],\n            [\n              -97.5625,\n              30.625\n            ],\n            [\n              -97.625,\n              30.625\n            ],\n            [\n              -97.625,\n              30.5\n            ],\n            [\n              -97.75,\n              30.5\n            ],\n            [\n              -97.75,\n              30.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699146","contributors":{"authors":[{"text":"Land, Larry F.","contributorId":60612,"corporation":false,"usgs":true,"family":"Land","given":"Larry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":229265,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":229266,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19954,"text":"ofr89398 - 1989 - Toxic substances hydrology program: Surface-water contamination","interactions":[],"lastModifiedDate":"2019-11-25T14:21:47","indexId":"ofr89398","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-398","title":"Toxic substances hydrology program: Surface-water contamination","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr89398","usgsCitation":"Mallard, G.E., 1989, Toxic substances hydrology program: Surface-water contamination: U.S. Geological Survey Open-File Report 89-398, 2 p. , https://doi.org/10.3133/ofr89398.","productDescription":"2 p. ","costCenters":[],"links":[{"id":369563,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0398/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152700,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0398/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699918","contributors":{"authors":[{"text":"Mallard, Gail E.","contributorId":46556,"corporation":false,"usgs":true,"family":"Mallard","given":"Gail","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":181799,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20239,"text":"ofr8949 - 1989 - Biannual water-resources review, White Sands Missile Range, New Mexico, 1986 and 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:07:35","indexId":"ofr8949","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-49","title":"Biannual water-resources review, White Sands Missile Range, New Mexico, 1986 and 1987","docAbstract":"Hydrologic data were collected at White Sands Missile Range, New Mexico in 1986 and 1987. The total groundwater withdrawal in 1986 was 565,462,500 gal and in 1987 it was 620,492,000 gal. The total groundwater withdrawal was 110,971,300 gal less in 1986 than in 1985, but 55,029,500 gal more in 1987 than in 1986. Water samples from five Post Headquarters water supply wells were collected for chemical analysis in 1986. In 1987, water samples were collected from four test wells in the Post Headquarters area for analysis of selected volatile organic compounds. Twenty-eight water samples from wells were collected for analysis of specific conductance in 1986 and 1987. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies of this report can be purchased from Books and Open-File Reports, Federal Center,","doi":"10.3133/ofr8949","usgsCitation":"Myers, R.G., and Sharp, S.C., 1989, Biannual water-resources review, White Sands Missile Range, New Mexico, 1986 and 1987: U.S. Geological Survey Open-File Report 89-49, iv, 36 p. ill., map ;28 cm., https://doi.org/10.3133/ofr8949.","productDescription":"iv, 36 p. ill., map ;28 cm.","costCenters":[],"links":[{"id":152505,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0049/report-thumb.jpg"},{"id":49780,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0049/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62985d","contributors":{"authors":[{"text":"Myers, Robert G.","contributorId":99170,"corporation":false,"usgs":true,"family":"Myers","given":"Robert","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":182306,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sharp, Steven C.","contributorId":89917,"corporation":false,"usgs":true,"family":"Sharp","given":"Steven","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":182305,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20281,"text":"ofr89238 - 1989 - Hydrogeologic and chemical data for the O-Field area, Aberdeen Proving Ground, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:07:40","indexId":"ofr89238","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-238","title":"Hydrogeologic and chemical data for the O-Field area, Aberdeen Proving Ground, Maryland","docAbstract":"O-Field, located at the Edgewood area of Aberdeen Proving Ground , Maryland, was periodically used for disposal of munitions, waste chemicals, and chemical-warfare agents from World War II through the 1950' s. This report includes various physical, geologic, chemical, and hydrologic data obtained from well-core, groundwater, surface water, and bottom-sediment sampling sites at and near the O-Field disposal area. The data are presented in tables and hydrographs. Three site-location maps are also included. Well-core data include lithologic logs for 11 well- cluster sites, grain-size distributions, various chemical characteristics,  and confining unit characteristics. Groundwater data include groundwater chemistry, method blanks for volatile organic carbon, available data on volatile and base/neutral organics, and compilation of corresponding method blanks, chemical-warfare agents, explosive-related products, radionuclides, herbicides, and groundwater levels. Surface-water data include field-measured characteristics; concentrations of various inorganic constituents including arsenic; selected organic constituents with method blanks; detection limits of organics; and a compilation of information on corresponding acids, volatiles, and semivolatiles. Bottom- sediment data include inorganic properties and constituents; organic chemistry; detection limits for organic chemicals; a compilation of information on acids, volatiles, and semivolatiles; and method blanks corresponding to acids, volatiles, and semivolatiles. A set of 15 water- level hydrographs for the period March 1986 through September 1987 also is included in the report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89238","usgsCitation":"Nemoff, P., and Vroblesky, D., 1989, Hydrogeologic and chemical data for the O-Field area, Aberdeen Proving Ground, Maryland: U.S. Geological Survey Open-File Report 89-238, vii, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr89238.","productDescription":"vii, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":152333,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0238/report-thumb.jpg"},{"id":49816,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628cf5","contributors":{"authors":[{"text":"Nemoff, P.R.","contributorId":37767,"corporation":false,"usgs":true,"family":"Nemoff","given":"P.R.","email":"","affiliations":[],"preferred":false,"id":182378,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vroblesky, D.A.","contributorId":101691,"corporation":false,"usgs":true,"family":"Vroblesky","given":"D.A.","affiliations":[],"preferred":false,"id":182379,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":41146,"text":"ofr89258 - 1989 - Physical and chemical data from two water-quality surveys of streams in the Lewisville Lake watershed, north-central Texas, 1984 and 1985","interactions":[],"lastModifiedDate":"2021-08-16T20:06:23.346473","indexId":"ofr89258","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-258","title":"Physical and chemical data from two water-quality surveys of streams in the Lewisville Lake watershed, north-central Texas, 1984 and 1985","docAbstract":"<p>Physical and chemical water-quality data and nitrogen and phosphorus yields for 29 sites sampled in two synoptic surveys of streams within the Lewisville Lake watershed are presented in this report. The two synoptic surveys were conducted in March 1984 and March 1985, as a reconnaissance and assessment of water quality and nitrogen and phosphorus yields throughout the watershed. This work was cooperatively funded by the city of Dallas and the U.S. Geological Survey (USGS) as part of a hydrologic study to quantify nonpoint nutrient loads to Lewisville Lake.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr89258","collaboration":"Prepared in cooperation with the City of Dallas","usgsCitation":"Gain, W.S., 1989, Physical and chemical data from two water-quality surveys of streams in the Lewisville Lake watershed, north-central Texas, 1984 and 1985: U.S. Geological Survey Open-File Report 89-258, 2 Plates: 26.72 x 17.59 inches and 27.16 x 17.44 inches, https://doi.org/10.3133/ofr89258.","productDescription":"2 Plates: 26.72 x 17.59 inches and 27.16 x 17.44 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":326476,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr89258.JPG"},{"id":387931,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17616.htm"},{"id":78985,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0258/plate-1.pdf"},{"id":78986,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0258/plate-2.pdf"}],"country":"United States","state":"Texas","otherGeospatial":"Lewisville Lake watershed","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.652,\n              33.0600\n            ],\n            [\n              -96.6890,\n              33.0600\n            ],\n            [\n              -96.6890,\n              33.7390\n            ],\n            [\n              -97.652,\n              33.7390\n            ],\n            [\n              -97.6520,\n              33.0600\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c75","contributors":{"authors":[{"text":"Gain, W. Scott wsgain@usgs.gov","contributorId":346,"corporation":false,"usgs":true,"family":"Gain","given":"W.","email":"wsgain@usgs.gov","middleInitial":"Scott","affiliations":[{"id":6676,"text":"USGS (retired)","active":true,"usgs":false}],"preferred":true,"id":224569,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20286,"text":"ofr88317 - 1989 - Geohydrology of the regional aquifer system, western Snake River plain, southwestern Idaho","interactions":[{"subject":{"id":20286,"text":"ofr88317 - 1989 - Geohydrology of the regional aquifer system, western Snake River plain, southwestern Idaho","indexId":"ofr88317","publicationYear":"1989","noYear":false,"title":"Geohydrology of the regional aquifer system, western Snake River plain, southwestern Idaho"},"predicate":"SUPERSEDED_BY","object":{"id":38452,"text":"pp1408G - 1991 - Geohydrology of the regional aquifer system, western Snake River plain, southwestern Idaho","indexId":"pp1408G","publicationYear":"1991","noYear":false,"chapter":"G","title":"Geohydrology of the regional aquifer system, western Snake River plain, southwestern Idaho"},"id":1}],"supersededBy":{"id":38452,"text":"pp1408G - 1991 - Geohydrology of the regional aquifer system, western Snake River plain, southwestern Idaho","indexId":"pp1408G","publicationYear":"1991","noYear":false,"title":"Geohydrology of the regional aquifer system, western Snake River plain, southwestern Idaho"},"lastModifiedDate":"2012-02-02T00:07:37","indexId":"ofr88317","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-317","title":"Geohydrology of the regional aquifer system, western Snake River plain, southwestern Idaho","docAbstract":"A three dimensional groundwater flow model was developed to simulate steady state and nonsteady-state hydrologic conditions of the regional aquifer system in the western Snake River Plain of Idaho. Water budget analysis showed that groundwater recharge was about 1,400,000 acre-ft in 1980; groundwater pumpage was estimated to be 300,000 acre-ft. Two mass water level measurements were made in March and August 1980 to define the water table in the regional system. The model was discretized into 25 rows, 72 columns, and 3 layers. Each cell represented 4 sq mi. The model was calibrated to 1980 hydrologic conditions. Calibrated transmissivity of layer 1 (500 ft thick) ranged from 1,500 to 21,500 sq ft/day. Calibrated specific yield of unconfined aquifers was 0.10 and calibrated storage coefficient of confined aquifers ranged from 0.0004 to 0.007. The calibrated model was verified by simulating monthly water-level fluctuations for 1980. Simulated water levels matched measured levels in the Boise River Valley, but the match in other areas was poor. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr88317","usgsCitation":"Newton, G.D., 1989, Geohydrology of the regional aquifer system, western Snake River plain, southwestern Idaho: U.S. Geological Survey Open-File Report 88-317, viii, 82 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr88317.","productDescription":"viii, 82 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":152294,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699e37","contributors":{"authors":[{"text":"Newton, G. D.","contributorId":43374,"corporation":false,"usgs":true,"family":"Newton","given":"G.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":182386,"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":38519,"text":"pp1352 - 1989 - Investigations of the characteristics, origin, and residence time of the upland residual mantle of the Piedmont of Fairfax County, Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:10:16","indexId":"pp1352","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"1352","title":"Investigations of the characteristics, origin, and residence time of the upland residual mantle of the Piedmont of Fairfax County, Virginia","docAbstract":"Undisturbed cores of upland regolith developed from a variety of crystalline rocks of the Piedmont province in Fairfax County, Va., have been obtained by using a combination of Shelby tubes, Denison sampler, and modified diamond core drilling. The core study correlated variations in chemistry, mineralogy, and texture with engineering properties throughout individual weathering profiles and contrasted these parameters among weathering profiles developed from various parent rocks. Coring sites were chosen to obtain a maximum depth of weathering on diverse lithologies. The rocks that were investigated included metapelite, metagraywacke, granite, diabase, and serpentinite. Four to twelve samples per core were selected for analysis of petrography, texture, clay mineralogy, and major-element chemistry. The number of samples was determined on the basis of (1) the thickness of the weathering profile (from about 1 m in serpentinite to more than 30 m in pelitic schist) and (2) megascopic changes in the weathering profile. Shear strength and compressibility were determined on corresponding segments of core. Standard penetration tests were performed adjacent to coring sites to evaluate in-place engineering properties. \r\n\r\nThe regolith profiles on all rocks can be subdivided into soil, massive subsoil, saprolite, and weathered rock zones. Major differences in thicknesses of these zones are related to parent rock. Total regolith thickness is related to saprolite thickness. Saprolite is thickest on quartzofeldspathic metapelite, metagraywacke, and granite; thinner on diabase; and thinnest on serpentinite. Thickness of saprolite is related to rock structure and mineralogy. \r\n\r\nGeochemical changes of saprolite developed from each rock type follow predictable trends from fresh rock to soil profile, with increases in Ti, AI, Fe 3 +, and H 2 0+relative to absolute losses of Si, Fe2+, Mg, Ca, and Na. These variations are more pronounced in the weathering profiles above mafic and ultramafic rocks than in those above metagraywacke. Clay minerals in granite, schist, and metagraywacke saprolites are kaolinite, dioctahedral vermiculite, interlayered mica-vermiculite, and minor illite. Gibbsite is developed in near-surface samples of schist. \r\n\r\nStandard penetration test data for the upper 7 m of saprolite above schist, metagraywacke, and granite suggest alternations between stronger and weaker horizons that correlate with megascopic ally identified zones: soil, massive subsoil, and saprolite. The data correlate with density. Shear strength increases fairly regularly downward in the weathering profile. The engineering behavior of diabase saprolite is controlled by a dense, plastic, near-surface clay layer (montmorillonite and kaolinite) overlying rock that is weathered to a granular state (grus); the engineering properties of serpentinite are controlled by a very thin weathering profile. \r\n\r\nSimilarities in regolith thickness, zonation, mineralogy, and chemistry of quartzofeldspathic rocks indicate the existence of fundamental geochemical and geomechanical controls on regolith evolution on the Piedmont upland. Data from the profiles of quartzofeldspathic regolith are used to construct a model suggesting the principal rate-control steps in the development and downwasting of the upland regolith. This model is consistent with available information about Piedmont hydrology and tectonic uplift.","language":"ENGLISH","doi":"10.3133/pp1352","usgsCitation":"Pavich, M., Leo, G.W., Obermeier, S., and Estabrook, J., 1989, Investigations of the characteristics, origin, and residence time of the upland residual mantle of the Piedmont of Fairfax County, Virginia: U.S. Geological Survey Professional Paper 1352, 58 p., 3 plates in pocket, https://doi.org/10.3133/pp1352.","productDescription":"58 p., 3 plates in pocket","costCenters":[],"links":[{"id":124379,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1352/report-thumb.jpg"},{"id":65256,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1352/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":65257,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1352/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":65258,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1352/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":65259,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1352/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667411","contributors":{"authors":[{"text":"Pavich, M.J.","contributorId":70788,"corporation":false,"usgs":true,"family":"Pavich","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":219984,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leo, G. W.","contributorId":102899,"corporation":false,"usgs":true,"family":"Leo","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":219985,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Obermeier, S. F.","contributorId":17602,"corporation":false,"usgs":true,"family":"Obermeier","given":"S. F.","affiliations":[],"preferred":false,"id":219982,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Estabrook, J.R.","contributorId":41423,"corporation":false,"usgs":true,"family":"Estabrook","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":219983,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":18867,"text":"ofr89410 - 1989 - Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr89410","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-410","title":"Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87","docAbstract":"Occurrence and movement of acidic contamination in the aquifer and streams of the Pinal Creek basin near Globe, Arizona, is the focus of an ongoing study by the U.S. Geological Survey. Groundwater data from that study for water years 1984 to 1987 include location, construction information, and site plans for six groups of monitoring wells, mineralogic and particle-size analyses of drill cuttings, water level measurements, and chemical analyses of water samples from 39 wells. Surface water data for 13 sites in this study include discharge measurements and chemical analysis of water and streambed sediment samples. Monthly discharge data are presented for one site. Monthly precipitation amounts and statistics of long-term precipitation are presented for two sites. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr89410","usgsCitation":"Eychaner, J., Rehmann, M., and Brown, J.G., 1989, Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87: U.S. Geological Survey Open-File Report 89-410, iii, 105 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89410.","productDescription":"iii, 105 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0410/report-thumb.jpg"},{"id":48262,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0410/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e32a3","contributors":{"authors":[{"text":"Eychaner, J.H.","contributorId":34511,"corporation":false,"usgs":true,"family":"Eychaner","given":"J.H.","affiliations":[],"preferred":false,"id":179887,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rehmann, M.R.","contributorId":24376,"corporation":false,"usgs":true,"family":"Rehmann","given":"M.R.","email":"","affiliations":[],"preferred":false,"id":179885,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, J. G.","contributorId":28263,"corporation":false,"usgs":true,"family":"Brown","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":179886,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":20471,"text":"ofr8974 - 1989 - Hydrological and meteorological data for an unsaturated zone study near the Radioactive Waste Management Complex, Idaho National Engineering Laboratory, Idaho; 1985-86","interactions":[],"lastModifiedDate":"2012-02-02T00:07:39","indexId":"ofr8974","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-74","title":"Hydrological and meteorological data for an unsaturated zone study near the Radioactive Waste Management Complex, Idaho National Engineering Laboratory, Idaho; 1985-86","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8974","usgsCitation":"Pittman, J.R., 1989, Hydrological and meteorological data for an unsaturated zone study near the Radioactive Waste Management Complex, Idaho National Engineering Laboratory, Idaho; 1985-86: U.S. Geological Survey Open-File Report 89-74, v, 175 p. ill. ;28 cm., https://doi.org/10.3133/ofr8974.","productDescription":"v, 175 p. ill. ;28 cm.","costCenters":[],"links":[{"id":152142,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0074/report-thumb.jpg"},{"id":50009,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e964","contributors":{"authors":[{"text":"Pittman, John R.","contributorId":31756,"corporation":false,"usgs":true,"family":"Pittman","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":182709,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19706,"text":"ofr89247 - 1989 - Streamflow and water-quality data for Little Clearfield Creek basin, Clearfield County, Pennsylvania, December 1987 - November 1988","interactions":[],"lastModifiedDate":"2017-06-22T10:54:58","indexId":"ofr89247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-247","title":"Streamflow and water-quality data for Little Clearfield Creek basin, Clearfield County, Pennsylvania, December 1987 - November 1988","docAbstract":"Streamflow and water quality data were collected throughout the Little Clearfield Creek basin, Clearfield County, Pennsylvania, from December 1987 through November 1988, to determine the existing quality of surface water over a range of hydrologic conditions. This data will assist the Pennsylvania Department of Environmental Resources during its review of coal mine permit applications. A water quality station near the mouth of Little Clearfield Creek provided continuous record of stream stage, pH, specific conductance, and water temperature. Monthly water quality samples collected at this station were analyzed for total and dissolved metals, nutrients, major cations, and suspended sediment concentrations. Seventeen partial record sites, located throughout the basin, were similarly sampled four times during the study. Streamflow and water quality data obtained at these sites during a winter base flow, a spring storm event, a low summer base flow, and a more moderate summer base flow also are presented. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89247","usgsCitation":"Kostelnik, K.M., and Durlin, R., 1989, Streamflow and water-quality data for Little Clearfield Creek basin, Clearfield County, Pennsylvania, December 1987 - November 1988: U.S. Geological Survey Open-File Report 89-247, vi, 30 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89247.","productDescription":"vi, 30 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":153870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0247/report-thumb.jpg"},{"id":49184,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e86","contributors":{"authors":[{"text":"Kostelnik, K. M.","contributorId":34951,"corporation":false,"usgs":true,"family":"Kostelnik","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":181368,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Durlin, R.R.","contributorId":67116,"corporation":false,"usgs":true,"family":"Durlin","given":"R.R.","affiliations":[],"preferred":false,"id":181369,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30594,"text":"wri884223 - 1989 - Geohydrology of the Escondido hydrologic subarea, San Diego County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:09:12","indexId":"wri884223","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":"88-4223","title":"Geohydrology of the Escondido hydrologic subarea, San Diego County, California","docAbstract":"The San Diego region of California is undergoing rapid growth with a corresponding increase in the demand for water. To update the basin plan developed in 1975 by the California Regional Water Quality Control Board, San Diego Region, water-level and water quality data for the 44-sq mi Escondido hydrologic subarea were collected and analyzed. Water-level measurements indicate that groundwater in most of the subarea was within 20 ft of land surface. Groundwater generally moves from the weathered crystalline rocks on hillsides into the alluvium. Groundwater moves from north to south in Reidy Canyon and from east to west in the alluvium along Escondido Creek. Water from all 20 wells sampled in 1987 had dissolved-solids concentrations greater than the U.S. Environmental Protection Agency recommended limit of 500 mg/L; concentrations ranged from 720 to 4,500 mg/L. Nitrate (as nitrogen) concentrations ranged from 1.1 to 86 mg/L. Water from 14 of the 20 wells had nitrate (as nitrogen) concentrations greater than the U.S. Environmental Agency recommended limit of 10 mg/L. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884223","usgsCitation":"Woolfenden, L.R., 1989, Geohydrology of the Escondido hydrologic subarea, San Diego County, California: U.S. Geological Survey Water-Resources Investigations Report 88-4223, iv, 21 p. :ill. ;28 cm., https://doi.org/10.3133/wri884223.","productDescription":"iv, 21 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124165,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4223/report-thumb.jpg"},{"id":59352,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4223/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89b7","contributors":{"authors":[{"text":"Woolfenden, L. R. 0000-0003-3500-4709","orcid":"https://orcid.org/0000-0003-3500-4709","contributorId":36945,"corporation":false,"usgs":true,"family":"Woolfenden","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203510,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19042,"text":"ofr8959 - 1989 - Hydrologic data for Paleozoic rocks in the upper Colorado River basin, Colorado, Utah, Wyoming, and Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr8959","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-59","title":"Hydrologic data for Paleozoic rocks in the upper Colorado River basin, Colorado, Utah, Wyoming, and Arizona","docAbstract":"This report contains data used to interpret the hydrology of Paleozoic rocks in the Upper Colorado River Basin under the U.S. Geological Survey 's Regional Aquifer-System Analysis program. The study area includes the drainages of the Green and Colorado Rivers from their headwaters to Lees Ferry, Arizona. Hydrologic data presented in this report include artesian yields from wells and springs, and values of porosity, intrinsic permeability, and hydraulic conductivity determined by laboratory analyses and aquifer tests. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr8959","usgsCitation":"Geldon, A.L., 1989, Hydrologic data for Paleozoic rocks in the upper Colorado River basin, Colorado, Utah, Wyoming, and Arizona: U.S. Geological Survey Open-File Report 89-59, iii, 219 p. ill. ;28 cm., https://doi.org/10.3133/ofr8959.","productDescription":"iii, 219 p. ill. ;28 cm.","costCenters":[],"links":[{"id":151895,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0059/report-thumb.jpg"},{"id":48478,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0059/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ec41","contributors":{"authors":[{"text":"Geldon, Arthur L.","contributorId":16395,"corporation":false,"usgs":true,"family":"Geldon","given":"Arthur","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":180202,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":44819,"text":"wri894115 - 1989 - Potentiometric surface of the principal aquifer and hydrologic conditions in the Ponce-Juana Diaz area, Puerto Rico, April-May, 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:10:46","indexId":"wri894115","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":"89-4115","title":"Potentiometric surface of the principal aquifer and hydrologic conditions in the Ponce-Juana Diaz area, Puerto Rico, April-May, 1987","language":"ENGLISH","doi":"10.3133/wri894115","usgsCitation":"Rodriguez-del-Rio, F., and Quinones-Aponte, V., 1989, Potentiometric surface of the principal aquifer and hydrologic conditions in the Ponce-Juana Diaz area, Puerto Rico, April-May, 1987: U.S. Geological Survey Water-Resources Investigations Report 89-4115, 1 map : col. ; 58 x 91 cm., on sheet 63 x 96 cm., folded in envelope 28 x 23 cm. + 1 sheet (28 x 43 cm.), https://doi.org/10.3133/wri894115.","productDescription":"1 map : col. ; 58 x 91 cm., on sheet 63 x 96 cm., folded in envelope 28 x 23 cm. + 1 sheet (28 x 43 cm.)","costCenters":[],"links":[{"id":121983,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4115/report-thumb.jpg"},{"id":82154,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4115/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682e13","contributors":{"authors":[{"text":"Rodriguez-del-Rio, Felix","contributorId":81958,"corporation":false,"usgs":true,"family":"Rodriguez-del-Rio","given":"Felix","email":"","affiliations":[],"preferred":false,"id":230495,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Quinones-Aponte, Vicente","contributorId":48552,"corporation":false,"usgs":true,"family":"Quinones-Aponte","given":"Vicente","email":"","affiliations":[],"preferred":false,"id":230494,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19708,"text":"ofr89404 - 1989 - Streamflow and water-quality data for Meadow Run basin, Fayette County, Pennsylvania, December 1987 - November 1988","interactions":[],"lastModifiedDate":"2017-06-22T10:51:43","indexId":"ofr89404","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-404","title":"Streamflow and water-quality data for Meadow Run basin, Fayette County, Pennsylvania, December 1987 - November 1988","docAbstract":"<p>Streamflow and water-quality data were collected throughout the Meadow Run basin, Fayette County, Pennsylvania, from December 7, 1987 through November 15, 1988, to determine the prevailing quality of surface water over a range of hydrologic conditions. This data will assist the Pennsylvania Department of Environmental Resources during its review of coal-mine permit applications. A water-quality station near the mouth of Meadow Run provided continuous-record of stream stage, pH, specific conductance, and water temperature. Monthly water-quality samples collected at this station were analyzed for total and dissolved metals, nutrients, major cations and anions, and suspended-sediment concentrations. Fourteen partial-record sites, located throughout the basin, were similarly sampled four times during the study. Streamflow and water-quality data obtained at these sites during a winter base flow, a spring rainfall event, a summer rainfall event, and a low summer base flow also are presented. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89404","usgsCitation":"Kostelnik, K.M., and Witt, E., 1989, Streamflow and water-quality data for Meadow Run basin, Fayette County, Pennsylvania, December 1987 - November 1988: U.S. Geological Survey Open-File Report 89-404, 29 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89404.","productDescription":"29 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":49186,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0404/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153892,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0404/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f19","contributors":{"authors":[{"text":"Kostelnik, K. M.","contributorId":34951,"corporation":false,"usgs":true,"family":"Kostelnik","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":181372,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Witt, E.C.","contributorId":83556,"corporation":false,"usgs":true,"family":"Witt","given":"E.C.","email":"","affiliations":[],"preferred":false,"id":181373,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":21410,"text":"ofr89380 - 1989 - Miscellaneous streamflow measurements in the State of Washington, January 1961 to September 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:07:46","indexId":"ofr89380","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-380","title":"Miscellaneous streamflow measurements in the State of Washington, January 1961 to September 1985","docAbstract":"This report is a compilation of previously published miscellaneous streamflow measurements made in Washington State by the U.S. Geological Survey between January 1961 and September 1985. It is a supplement to a volume of similar data for the period 1890 to January 1961. The data include stream name and stream to which it is tributary, latitude and longitude, county code, hydrologic unit code, land-line location, drainage area, and measurement dates and discharges. In general, the data sites are not at gaging stations; however, some data are given for gaging station sites during periods when the stations were not in operation. All data in this report have been entered into a computerized data base that includes the data for the period 1890 to January 1961. The data can be retrieved in a variety of ways, such as by county, by hydrologic unit code, by river basin , or by size of drainage area. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89380","usgsCitation":"Williams, J., and Riis, S., 1989, Miscellaneous streamflow measurements in the State of Washington, January 1961 to September 1985: U.S. Geological Survey Open-File Report 89-380, iii, 382 p. ;28 cm., https://doi.org/10.3133/ofr89380.","productDescription":"iii, 382 p. ;28 cm.","costCenters":[],"links":[{"id":154119,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0380/report-thumb.jpg"},{"id":50980,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0380/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b94","contributors":{"authors":[{"text":"Williams, John R.","contributorId":41832,"corporation":false,"usgs":true,"family":"Williams","given":"John R.","affiliations":[],"preferred":false,"id":184377,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Riis, S.A.","contributorId":79500,"corporation":false,"usgs":true,"family":"Riis","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":184378,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28709,"text":"wri874272 - 1989 - Hydrology of the Castle Lake blockage, Mount St. Helens, Washington","interactions":[],"lastModifiedDate":"2022-02-03T21:40:12.647391","indexId":"wri874272","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":"87-4272","title":"Hydrology of the Castle Lake blockage, Mount St. Helens, Washington","docAbstract":"<p>The debris avalanche that occurred during the May 19, 1980, eruption of Mount St. Helens blocked South Fork Castle Creek and created Castle Lake. Stability of the blockage was of concern, and a digital model that simulates three-dimensional groundwater movement in the blockage was constructed as part of the analysis used in a follow-up study that assessed the blockage 's stability. Slug test results in the debris avalanche deposits and model results indicate that the average horizontal hydraulic conductivity of the blockage material is approximately 2.5 ft/day, whereas the ratio of horizontal to vertical hydraulic conductivity is approximately 10 to 1. The model was calibrated to seasonally high groundwater levels and groundwater discharge. Model-predicted recharge rates for this time period were 0.97 cu ft/sec. Most of the recharge (81%) results from the infiltration of precipitation, whereas discharge by seeps through the blockage accounts for 81% of the total discharge. Because water levels under the crest of the blockage are higher than lake level, the movement of groundwater is toward the lake and the toe of the blockage. The model allows the water levels to be estimated at any location in the blockage. This information is required for making estimates of the stability of the blockage against failure by gravitational-induced or earthquake-induced slope failure, liquefaction, the process of seepage erosion, or by erosion.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874272","usgsCitation":"Meyer, W., and Sabol, M.A., 1989, Hydrology of the Castle Lake blockage, Mount St. Helens, Washington: U.S. Geological Survey Water-Resources Investigations Report 87-4272, iv, 25 p., https://doi.org/10.3133/wri874272.","productDescription":"iv, 25 p.","costCenters":[],"links":[{"id":395412,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46917.htm"},{"id":124043,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4272/report-thumb.jpg"},{"id":57545,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Washington","otherGeospatial":"Castle Lake blockage, Mount St, Helens","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.31285095214842,\n              46.24884345903478\n            ],\n            [\n              -122.26221084594725,\n              46.24884345903478\n            ],\n            [\n              -122.26221084594725,\n              46.275190434531005\n            ],\n            [\n              -122.31285095214842,\n              46.275190434531005\n            ],\n            [\n              -122.31285095214842,\n              46.24884345903478\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a24a6","contributors":{"authors":[{"text":"Meyer, William","contributorId":87538,"corporation":false,"usgs":true,"family":"Meyer","given":"William","affiliations":[],"preferred":false,"id":200268,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sabol, M. A.","contributorId":36178,"corporation":false,"usgs":true,"family":"Sabol","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200267,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28852,"text":"wri894109 - 1989 - Estimating flood hydrographs for Arkansas streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri894109","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":"89-4109","title":"Estimating flood hydrographs for Arkansas streams","docAbstract":"Flood hydrographs are needed for the design of many highway drainage structures and embankments and flood water storage structures. A dimensionless hydrograph is presented for Arkansas streams having drainage areas &lt; 600 sq mi. This dimensionless hydrograph can be used with peak discharge and equivalent lagtime to determine flood hydrographs at ungaged sites on rural and urban streams in Arkansas. Multiple regression analysis was used to define relations between equivalent lagtime and basin, climatic, and hydrologic characteristics. Data collected on 450 storms at 9 gaging stations were used in the analysis. The regression analysis indicated that drainage area and 100-year discharge are significant parameters for estimating equivalent lagtime. The standard error of the regression equation is +/-38 %. The equation was tested for accuracy, bias, and sensitivity. An equation is presented for computing the volume of flood runoff when the peak discharge, equivalent lagtime, and drainage area are known. In addition, a hydrograph-width relation is presented for estimating the length of time that a specific discharge will be exceeded. (Lantz-PTT)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894109","usgsCitation":"Neely, B., 1989, Estimating flood hydrographs for Arkansas streams: U.S. Geological Survey Water-Resources Investigations Report 89-4109, iii, 19 p. :ill. ;28 cm., https://doi.org/10.3133/wri894109.","productDescription":"iii, 19 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122655,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4109/report-thumb.jpg"},{"id":57725,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc975","contributors":{"authors":[{"text":"Neely, B.L. Jr.","contributorId":13249,"corporation":false,"usgs":true,"family":"Neely","given":"B.L.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":200508,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28884,"text":"wri894011 - 1989 - Aquifer tests in the flood-plain alluvium and Santa Fe group at the Rio Grande near Canutillo, El Paso County, Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri894011","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":"89-4011","title":"Aquifer tests in the flood-plain alluvium and Santa Fe group at the Rio Grande near Canutillo, El Paso County, Texas","docAbstract":"An aquifer system consisting of the Rio Grande flood-plain alluvium and Santa Fe Group underlying the southern Mesilla Valley in Dona Ana County, New Mexico and El Paso County, Texas has become an important source of water for both municipal and agricultural uses. Determination of aquifer properties is essential in order to evaluate groundwater potential for increasing water demand and potential streamflow depletion of the Rio Grande due to groundwater development. The aquifer system at the Canutillo well field hydrologic section was divided into a shallow, intermediate, and deep zone based on geohydrologic characteristics. Aquifer properties of specific zones at the test site were determined from a series of multiple-well aquifer tests conducted from December 3, 1985 through January 20, 1986. The Rio Grande is hydraulically connected to the shallow flood-plain alluvium. Water generally occurs within the shallow zone under unconfined conditions, within the intermediate zone under semiconfined conditions, and within the deep zone under confined conditions. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894011","usgsCitation":"Nickerson, E.L., 1989, Aquifer tests in the flood-plain alluvium and Santa Fe group at the Rio Grande near Canutillo, El Paso County, Texas: U.S. Geological Survey Water-Resources Investigations Report 89-4011, v, 30 p. :ill. ;28 cm., https://doi.org/10.3133/wri894011.","productDescription":"v, 30 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124206,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4011/report-thumb.jpg"},{"id":57757,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f18","contributors":{"authors":[{"text":"Nickerson, Edward L.","contributorId":45335,"corporation":false,"usgs":true,"family":"Nickerson","given":"Edward","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200559,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}