{"pageNumber":"1505","pageRowStart":"37600","pageSize":"25","recordCount":41028,"records":[{"id":3211,"text":"wsp2223 - 1984 - Floods of October 1977 in southern Arizona and March 1978 in central Arizona","interactions":[{"subject":{"id":7693,"text":"ofr82687 - 1982 - Floods of October 1977 in southern Arizona and March 1978 in central Arizona","indexId":"ofr82687","publicationYear":"1982","noYear":false,"title":"Floods of October 1977 in southern Arizona and March 1978 in central Arizona"},"predicate":"SUPERSEDED_BY","object":{"id":3211,"text":"wsp2223 - 1984 - Floods of October 1977 in southern Arizona and March 1978 in central Arizona","indexId":"wsp2223","publicationYear":"1984","noYear":false,"title":"Floods of October 1977 in southern Arizona and March 1978 in central Arizona"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:35","indexId":"wsp2223","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2223","title":"Floods of October 1977 in southern Arizona and March 1978 in central Arizona","docAbstract":"Major floods occurred in October 1977 and March 1978 in Arizona. As much as 14 inches of rain fell during October 6-9, 1977, over the mountains of southern Arizona and northern Mexico resulting in the highest discharge since at least 1892 on the Santa Cruz River upstream from Tucson. The flood inundated areas as much as 4 miles wide, covered at least 16,000 acres of farmland, and caused $15.2 million in damage. Residential losses occurred at Nogales, Amado, Green Valley, and Sahuarita. Severe erosional damage occurred along the Santa Cruz River, Agua Fria Canyon, Potrero Creek, and many small drainages in the Sonoita Creek basin. The peak discharge in Agua Fria Canyon was the highest since before 1900. Less severe flooding occurred along the San Pedro River and the Gila River downstream from the San Pedro. \r\n\r\nWidespread rainfall of 3 to 6 inches and 9 to 14 inches in some areas in the central mountains during February 27 to March 3, 1978, caused the highest discharge since 1920 on the Salt River in Phoenix and resulted in three deaths. Flooding along the Salt and Gila Rivers and several lesser streams caused statewide damage totaling $65.9 million, of which about $37 million occurred in Maricopa County. Nine counties were declared disaster areas. \r\n\r\nDuring the flood of March 1978, moderate peak discharges and unusually high volumes of runoff occurred on tributaries to the Salt and Verde Rivers upstream from a system of reservoirs. Flood magnitudes were greater at the main-stem gaging stations than on the tributaries. The peak discharge into Theodore Roosevelt Lake, which was 21 percent full at the start of the flood, was about 155,000 cubic feet per second, the largest known from 1890 to 1978. The reservoirs stored large quantities of water and greatly reduced the magnitude of the flood. The peak discharge of the Salt River was 125,000 cubic feet per second below Granite Reef Dam and 122,000 cubic feet per second at Phoenix. Discharges in excess of 100,000 cubic feet per second occurred for 8 hours. Without the storage provided by the reservoirs, the peak discharge on the Salt River would have been 260,000 cubic feet per second, and the discharge would have exceeded 100,000 cubic feet per second for 66 hours. The Verde River was the principal flood source, but flows at the upstream gaging stations did not indicate the magnitude of the impending flood at Horseshoe Reservoir because large inflow from tributaries immediately upstream from the reservoir caused the river to rise at downstream stations before it rose at upstream stations. \r\n\r\nAbout 17 percent of the water entering the reach from Granite Reef Dam to Gillespie Dam went to recharge, temporary ground-water storage, or evapotranspiration losses. All water was stored at Painted Rock Reservoir and released at a low rate that prevented water from reaching the Gila River near Mohawk gaging station.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2223","usgsCitation":"Aldridge, B.N., and Eychaner, J.H., 1984, Floods of October 1977 in southern Arizona and March 1978 in central Arizona: U.S. Geological Survey Water Supply Paper 2223, v, 143 p. :ill., maps ;28 cm.; 6 plates in pockets, https://doi.org/10.3133/wsp2223.","productDescription":"v, 143 p. :ill., maps ;28 cm.; 6 plates in pockets","costCenters":[],"links":[{"id":247303,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-1.pdf","size":"4040","linkFileType":{"id":1,"text":"pdf"}},{"id":247304,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-2.pdf","size":"5669","linkFileType":{"id":1,"text":"pdf"}},{"id":247305,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-3.pdf","size":"3358","linkFileType":{"id":1,"text":"pdf"}},{"id":247306,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-4.pdf","size":"2323","linkFileType":{"id":1,"text":"pdf"}},{"id":247307,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-5.pdf","size":"3600","linkFileType":{"id":1,"text":"pdf"}},{"id":247308,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2223/plate-6.pdf","size":"1361","linkFileType":{"id":1,"text":"pdf"}},{"id":139029,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2223/report-thumb.jpg"},{"id":30199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2223/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5df958","contributors":{"authors":[{"text":"Aldridge, Byron Neil","contributorId":20305,"corporation":false,"usgs":true,"family":"Aldridge","given":"Byron","email":"","middleInitial":"Neil","affiliations":[],"preferred":false,"id":146439,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eychaner, James H.","contributorId":102050,"corporation":false,"usgs":true,"family":"Eychaner","given":"James","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":146440,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3241,"text":"cir923 - 1984 - Acid precipitation; an annotated bibliography","interactions":[],"lastModifiedDate":"2012-02-02T00:05:21","indexId":"cir923","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"923","title":"Acid precipitation; an annotated bibliography","docAbstract":"This collection of 1660 bibliographies references on the causes and environmental effects of acidic atmospheric deposition was compiled from computerized literature searches of earth-science and chemistry data bases. Categories of information are (1) atmospheric chemistry (gases and aerosols), (2) precipitation chemistry, (3) transport and deposition (wet and dry), (4) aquatic environments (biological and hydrological), (5) terrestrial environments, (6) effects on materials and structures, (7) air and precipitation monitoring and data collection, and (8) modeling studies. References date from the late 1800 's through December 1981. The bibliography includes short summaries of most documents. Omitted are unpublished manuscripts, publications in press, master 's theses and doctoral dissertations, newspaper articles, and book reviews. Coauthors and subject indexes are included. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir923","usgsCitation":"Wiltshire, D.A., and Evans, M.L., 1984, Acid precipitation; an annotated bibliography: U.S. Geological Survey Circular 923, 282 p. ;26 cm., https://doi.org/10.3133/cir923.","productDescription":"282 p. ;26 cm.","costCenters":[],"links":[{"id":117773,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0923/report-thumb.jpg"},{"id":30237,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0923/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69928c","contributors":{"authors":[{"text":"Wiltshire, Denise A.","contributorId":78717,"corporation":false,"usgs":true,"family":"Wiltshire","given":"Denise","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":146495,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Evans, Margaret L.","contributorId":40968,"corporation":false,"usgs":true,"family":"Evans","given":"Margaret","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":146494,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8956,"text":"ofr84578 - 1984 - The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon","interactions":[{"subject":{"id":8956,"text":"ofr84578 - 1984 - The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon","indexId":"ofr84578","publicationYear":"1984","noYear":false,"title":"The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":1403,"text":"wsp2273 - 1985 - Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon","indexId":"wsp2273","publicationYear":"1985","noYear":false,"title":"Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon"},"id":1}],"supersededBy":{"id":1403,"text":"wsp2273 - 1985 - Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon","indexId":"wsp2273","publicationYear":"1985","noYear":false,"title":"Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon"},"lastModifiedDate":"2017-02-07T09:31:44","indexId":"ofr84578","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-578","title":"The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon","docAbstract":"At approximately 9 p.m. on December 25, 1980, intense rainfall and extremely wet antecedent conditions combined to trigger a landslide of approximately 5,000 cubic yards at the head of Polallie Creek Canyon on the northeast flank of Mount Hood. The landslide was transformed rapidly into a debris flow, which surged down the channel at velocities between about 40 and 50 ft/s, eroding and incorporating large volumes of channel fill and uprooted vegetation. When it reached the debris fan at the confluence with the East Fork Hood River, the debris flow deposited approximately 100,000 cubic yards of saturated, poorly sorted debris to a maximum thickness of 35 ft, forming a 750-ft-long temporary dam across the channel. Within approximately 12 minutes, a lake of 85 acre-feet formed behind the blockage, breached the dam, and sent a flood wave down the East Fork Hood River. The combined debris flow and flood resulted in one fatality and over $13 million in damage to a highway, bridges, parks, and a water-supply pipeline. \r\nApplication of simple momentum- and energy-balance equations, and uniform flow equations resulted in debris flow peak discharges ranging from 50,000 ft3/s to 300,000 ft3/s at different locations in the Polallie Creek Canyon. This wide range is attributed to temporary damming at the boulder- and log-rich flow front in narrow, curving reaches of the channel. When the volume of the solid debris was subtracted out, assuming a minimum peak debris-flow discharge of 100,000 ft3/s at the canyon mouth, a minimum peak-water discharge of 40,000 ft3/s was obtained. \r\n\r\nA computer dam-break model simulated peak flow for the outbreak flood on the East Fork Hood River in the range of 20,000 to 30,000 ft3/s using various breach shapes and durations of breach between 5 and 15 minutes. A slope conveyance computation 0.25 mi downstream from the dam gave a peak water discharge (solids subtracted out) for the debris-laden flood of 12,000 to 20,000 ft3/s, depending on the channel roughness coefficient selected.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84578","usgsCitation":"Gallino, G.L., and Pierson, T.C., 1984, The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon: U.S. Geological Survey Open-File Report 84-578, vi, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84578.","productDescription":"vi, 59 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":141183,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":963,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://vulcan.wr.usgs.gov/Volcanoes/Hood/Publications/OFR84-578/framework.html","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683671","contributors":{"authors":[{"text":"Gallino, Gary L.","contributorId":11199,"corporation":false,"usgs":true,"family":"Gallino","given":"Gary","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":158620,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pierson, Thomas C. 0000-0001-9002-4273 tpierson@usgs.gov","orcid":"https://orcid.org/0000-0001-9002-4273","contributorId":2498,"corporation":false,"usgs":true,"family":"Pierson","given":"Thomas","email":"tpierson@usgs.gov","middleInitial":"C.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":158619,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25898,"text":"wri824073 - 1984 - Runoff, sediment transport, and water quality in a northern Illinois agricultural watershed before urban development, 1979-81","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri824073","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82-4073","title":"Runoff, sediment transport, and water quality in a northern Illinois agricultural watershed before urban development, 1979-81","docAbstract":"A study designed to quantify and evaluate changes in runoff and sediment transport attributable to construction activities during urban development of a watershed required identification of pre-construction hydrologic conditions. Data collected before construction on a 2.81 sq m (7.28 sq km) agricultural watershed (upper Spring Creek) near Rockford, IL, show that during a 2-year period ending June 30, 1981, 2,890 tons (2,620 Mg) of suspended sediment were transported from the watershed. Of the 2 ,890 tons (2,620 Mg), 2,690 tons (2,440 Mg) or 93.1 % were transported during a storm in a 46.6-hour period of June 13-14, 1981. Runoff from a 0.031 sq m (0.080 sq km) subbasin (Spring Creek tributary) transported 33.9 tons (30.9 Mg) of suspended sediment during a 3.2-hour storm period on June 13, 1981. Regression models relating storm suspended-sediment yields and peak-water discharge per square mile for upper Spring Creek and Spring Creek tributary have average standard errors of 57 and 24 %, respectively. Trace amounts of currently banned pesticides, including Aldrin and DDT, were detected in streambed material samples. Documented sediment yields, chemical quality, and relations between runoff and sediment discharge provide baseline information for future evaluation of hydrologic conditions in the watershed. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824073","usgsCitation":"Allen, H., and Gray, J.R., 1984, Runoff, sediment transport, and water quality in a northern Illinois agricultural watershed before urban development, 1979-81: U.S. Geological Survey Water-Resources Investigations Report 82-4073, vii, 55 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824073.","productDescription":"vii, 55 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158136,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4073/report-thumb.jpg"},{"id":54658,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4073/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5face6","contributors":{"authors":[{"text":"Allen, H.E. Jr.","contributorId":63054,"corporation":false,"usgs":true,"family":"Allen","given":"H.E.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":195440,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gray, J. R.","contributorId":63372,"corporation":false,"usgs":true,"family":"Gray","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":195441,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":4273,"text":"cir925 - 1984 - Earth and water resources and hazards in Central America","interactions":[],"lastModifiedDate":"2012-02-02T00:05:30","indexId":"cir925","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"925","title":"Earth and water resources and hazards in Central America","docAbstract":"Long-range economic development in Central America will depend in large part on production of indigenous mineral, energy, and water resources and on mitigation of the disastrous effects of geologic and hydrologic hazards such as landslides, earthquakes, volcanic eruptions, and floods. The region has six world-class metal mines at present as well as additional evidence of widespread mineralization. Systematic investigations using modern mineral exploration techniques should reveal more mineral deposits suitable for development. Widespread evidence of lignite and geothermal resources suggests that intensive studies could identify producible energy sources in most Central American countries. Water supply and water quality vary greatly from country to country. Local problems of ground- and surface-water availability and of contamination create a need for systematic programs to provide better hydrologic data, capital improvements, and management. \r\n\r\nDisastrous earthquakes have destroyed or severely damaged many cities in Central America. Volcanic eruptions, landslides, mudflows, and floods have devastated most of the Pacific side of Central America at one time or another. A regional approach to earthquake, volcano, and flood-risk analysis and monitoring, using modern technology and concepts, would provide the facilities and means for acquiring knowledge necessary to reduce future losses. \r\n\r\nAll Central American countries need to strengthen institutions and programs dealing with earth and water resources and natural hazards. Some of these needs may be satisfied through existing or pending projects and technical and economic assistance from U.S. or other sources. The need for a comprehensive study of the natural resources of Central America and the requirements for their development is evident. The U.S. Caribbean Basin Initiative offers both an excellent opportunity for a regional approach to these pervasive problems and an opportunity for international cooperation.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir925","usgsCitation":"Cunningham, C.G., Fary, R., Guffanti, M., Laura, D., Lee, M.P., Masters, C., Miller, R.L., Quinones-Marquez, F., Peebles, R., Reinemund, J., and Russ, D.P., 1984, Earth and water resources and hazards in Central America: U.S. Geological Survey Circular 925, iv, 40 p. :maps ;26 cm., https://doi.org/10.3133/cir925.","productDescription":"iv, 40 p. :maps ;26 cm.","costCenters":[],"links":[{"id":124497,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0925/report-thumb.jpg"},{"id":31384,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0925/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c1ca","contributors":{"authors":[{"text":"Cunningham, Charles G.","contributorId":85940,"corporation":false,"usgs":true,"family":"Cunningham","given":"Charles","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":148676,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fary, R.W.","contributorId":80250,"corporation":false,"usgs":true,"family":"Fary","given":"R.W.","affiliations":[],"preferred":false,"id":148674,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Guffanti, Marianne","contributorId":68257,"corporation":false,"usgs":true,"family":"Guffanti","given":"Marianne","affiliations":[],"preferred":false,"id":148672,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Laura, Della","contributorId":87117,"corporation":false,"usgs":true,"family":"Laura","given":"Della","email":"","affiliations":[],"preferred":false,"id":148677,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Lee, M. P.","contributorId":40198,"corporation":false,"usgs":true,"family":"Lee","given":"M.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":148670,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Masters, C.D.","contributorId":96664,"corporation":false,"usgs":true,"family":"Masters","given":"C.D.","email":"","affiliations":[],"preferred":false,"id":148678,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":148671,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Quinones-Marquez, Ferdinand","contributorId":84741,"corporation":false,"usgs":true,"family":"Quinones-Marquez","given":"Ferdinand","affiliations":[],"preferred":false,"id":148675,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Peebles, R.W.","contributorId":14802,"corporation":false,"usgs":true,"family":"Peebles","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":148668,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Reinemund, J.A.","contributorId":75515,"corporation":false,"usgs":true,"family":"Reinemund","given":"J.A.","affiliations":[],"preferred":false,"id":148673,"contributorType":{"id":1,"text":"Authors"},"rank":10},{"text":"Russ, D. P.","contributorId":38538,"corporation":false,"usgs":true,"family":"Russ","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":148669,"contributorType":{"id":1,"text":"Authors"},"rank":11}]}}
,{"id":6979,"text":"ofr84443 - 1984 - Analysis of alternative modifications for reducing backwater at the I-10 crossing of the Pearl River near Slidell, Louisiana","interactions":[{"subject":{"id":6979,"text":"ofr84443 - 1984 - Analysis of alternative modifications for reducing backwater at the I-10 crossing of the Pearl River near Slidell, Louisiana","indexId":"ofr84443","publicationYear":"1984","noYear":false,"title":"Analysis of alternative modifications for reducing backwater at the I-10 crossing of the Pearl River near Slidell, Louisiana"},"predicate":"SUPERSEDED_BY","object":{"id":2,"text":"wsp2267 - 1988 - Analysis of alternative modifications for reducing backwater at the Interstate Highway 10 crossing of the Pearl River near Slidell, Louisiana","indexId":"wsp2267","publicationYear":"1988","noYear":false,"title":"Analysis of alternative modifications for reducing backwater at the Interstate Highway 10 crossing of the Pearl River near Slidell, Louisiana"},"id":1}],"supersededBy":{"id":2,"text":"wsp2267 - 1988 - Analysis of alternative modifications for reducing backwater at the Interstate Highway 10 crossing of the Pearl River near Slidell, Louisiana","indexId":"wsp2267","publicationYear":"1988","noYear":false,"title":"Analysis of alternative modifications for reducing backwater at the Interstate Highway 10 crossing of the Pearl River near Slidell, Louisiana"},"lastModifiedDate":"2021-02-23T00:13:59.0455","indexId":"ofr84443","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-443","title":"Analysis of alternative modifications for reducing backwater at the I-10 crossing of the Pearl River near Slidell, Louisiana","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr84443","usgsCitation":"Wiche, G., Gilbert, J.J., Froehlich, D.C., and Lee, J.K., 1984, Analysis of alternative modifications for reducing backwater at the I-10 crossing of the Pearl River near Slidell, Louisiana: U.S. Geological Survey Open-File Report 84-443, Report: vii, 90 p.; 8 Plates: 46.74 x 25.85 inches or smaller, https://doi.org/10.3133/ofr84443.","productDescription":"Report: vii, 90 p.; 8 Plates: 46.74 x 25.85 inches or smaller","costCenters":[],"links":[{"id":383550,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0443/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383549,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0443/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383548,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0443/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383547,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0443/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383546,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0443/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383545,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0443/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383544,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0443/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383543,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0443/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383542,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0443/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0443/report-thumb.jpg"}],"country":"United States","state":"Louisiana","city":"Slidell","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.857177734375,\n              30.211608223816906\n            ],\n            [\n              -89.637451171875,\n              30.211608223816906\n            ],\n            [\n              -89.637451171875,\n              30.35391637229704\n            ],\n            [\n              -89.857177734375,\n              30.35391637229704\n            ],\n            [\n              -89.857177734375,\n              30.211608223816906\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680aa3","contributors":{"authors":[{"text":"Wiche, G.J.","contributorId":90715,"corporation":false,"usgs":true,"family":"Wiche","given":"G.J.","affiliations":[],"preferred":false,"id":153769,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilbert, J. J.","contributorId":12448,"corporation":false,"usgs":true,"family":"Gilbert","given":"J.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":153766,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Froehlich, D. C.","contributorId":22334,"corporation":false,"usgs":true,"family":"Froehlich","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":153767,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lee, J. K.","contributorId":28233,"corporation":false,"usgs":true,"family":"Lee","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":153768,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":11445,"text":"ofr8481 - 1984 - Common-depth-point seismic-reflection survey on the Mississippi River in the vicinity of Alton, Illinois","interactions":[],"lastModifiedDate":"2021-09-14T18:58:33.704039","indexId":"ofr8481","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-81","title":"Common-depth-point seismic-reflection survey on the Mississippi River in the vicinity of Alton, Illinois","docAbstract":"<p>A high-resolution seismic-reflection survey was run on the Mississippi River using marine common-depth-point (CDP), digital, and multichannel techniques in an attempt to locate a possible fault that had been interpreted by others from magnetic and land seismic data to be in the vicinity of Lock and Dam No. 26. The geologic feature is commonly known in the literature as the Cap au Ores Fault or Cap au Ores Uplift. A second objective was to demonstrate that the marine seismic system could be used successfully for making relatively deep penetration seismic-reflection surveys on inland waterways with shallow water depths (less than 10 meters) and organic sediments on the waterway bottom.</p><p>The survey was made by agreement between the U.S. Army Corps of Engineers (COE), St. Louis District, and the U.S. Geological Survey (USGS). The USGS used a specially equipped, trailerable, 38-ft aluminum boat for the work. The quality of the survey records can be classified as from fair to good. Seismic-reflection events could be interpreted in the upper 200 ms of data. Five reflecting horizons with little slope were recorded between Mississippi River Miles 195 and 210 without any evidence of faulting of the magnitude (50 to 100 m) suggested by the Shannon and Wilson report (1980). Minor faulting and buried channeling could be interpreted.</p><p>This survey demonstrated the value and economy of obtaining deeper penetration seismic data on inland water using an offshore marine, CDP, digital, multichannel seismic-reflection system. On-going modifications in field procedure, equipment configuration, equipment, and data processing will further improve the results obtained with such equipment. Future marine-style surveys conducted with the newly available hydraulic waterguns (80-, 200-, and 400-in<sup>3</sup>) would probably produce data that are a significant improvement over data obtained with the 15-in<sup>3</sup> pneumatic watergun and 40-in<sup>3</sup> airgun used during the 1980 survey. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8481","usgsCitation":"Tirey, G.B., Wise, R.A., and Winget, E.A., 1984, Common-depth-point seismic-reflection survey on the Mississippi River in the vicinity of Alton, Illinois: U.S. Geological Survey Open-File Report 84-81, Report: i, 19 p.; 2 Plates, https://doi.org/10.3133/ofr8481.","productDescription":"Report: i, 19 p.; 2 Plates","costCenters":[],"links":[{"id":39303,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0081/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145043,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0081/report-thumb.jpg"},{"id":39301,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0081/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39302,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0081/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":108420,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13570.htm","linkFileType":{"id":5,"text":"html"},"description":"13570"}],"country":"United States","state":"Illinois, Missouri","city":"Alton","otherGeospatial":"Mississippi River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.28633117675781,\n              38.81938114846882\n            ],\n            [\n              -90.08857727050781,\n              38.81938114846882\n            ],\n            [\n              -90.08857727050781,\n              38.909735925720305\n            ],\n            [\n              -90.28633117675781,\n              38.909735925720305\n            ],\n            [\n              -90.28633117675781,\n              38.81938114846882\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae5fc","contributors":{"authors":[{"text":"Tirey, G. B.","contributorId":95891,"corporation":false,"usgs":true,"family":"Tirey","given":"G.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":163153,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wise, R. A.","contributorId":79124,"corporation":false,"usgs":true,"family":"Wise","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":163152,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Winget, E. A.","contributorId":78748,"corporation":false,"usgs":true,"family":"Winget","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":163151,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":7205,"text":"ofr83928 - 1984 - Glacial aquifer systems in the northeastern United States; a plan for study","interactions":[],"lastModifiedDate":"2012-02-02T00:06:00","indexId":"ofr83928","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-928","title":"Glacial aquifer systems in the northeastern United States; a plan for study","docAbstract":"The U.S. Geological Survey project designed to study the availability and quality of water in glacial aquifers in the States of Maine, New Hampshire, Vermont, Massachusetts, Rhode Island, Connecticut, New York, New Jersey, Pennsylvania, and Ohio is scheduled for completion in 1986. It will focus on general principles that define aquifer geometry, hydraulic properties of sediments, recharge, discharge, physical-chemical properties of water, rock and water-rock interactions, and mechanisms for mixing of water from multiple sources. Planned project activities include compilation and analysis of available data for a regionwide analysis of glacial-aquifer systems, studies of selected system components such as recharge and chemical processes, classification of aquifers with regard to water-supply potential, and construction of generalized ground-water models to predict responses of types of aquifer systems to pumping and climatic stress. This report describes the general characteristics of glacial aquifer systems in the Northeastern United States and of planned work elements of the study. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83928","usgsCitation":"Lyford, F.P., Dysart, J., Randall, A., and Kontis, A., 1984, Glacial aquifer systems in the northeastern United States; a plan for study: U.S. Geological Survey Open-File Report 83-928, v, 64 p. :maps ;28 cm., https://doi.org/10.3133/ofr83928.","productDescription":"v, 64 p. :maps ;28 cm.","costCenters":[],"links":[{"id":140190,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0928/report-thumb.jpg"},{"id":34604,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0928/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679c57","contributors":{"authors":[{"text":"Lyford, F. P.","contributorId":30223,"corporation":false,"usgs":true,"family":"Lyford","given":"F.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":154756,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dysart, J.E.","contributorId":23939,"corporation":false,"usgs":true,"family":"Dysart","given":"J.E.","affiliations":[],"preferred":false,"id":154755,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Randall, A. D.","contributorId":81077,"corporation":false,"usgs":true,"family":"Randall","given":"A. D.","affiliations":[],"preferred":false,"id":154758,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kontis, A.L.","contributorId":69542,"corporation":false,"usgs":true,"family":"Kontis","given":"A.L.","affiliations":[],"preferred":false,"id":154757,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":3800,"text":"cir937 - 1984 - Proceedings of the 1980 workshop of the International Association of Seismology and Physics of the Earth's Interior on the seismic modeling of laterally varying structures: Contributions based on data from the 1978 Saudi Arabian refraction profile","interactions":[],"lastModifiedDate":"2020-05-22T12:55:05.658142","indexId":"cir937","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"937","title":"Proceedings of the 1980 workshop of the International Association of Seismology and Physics of the Earth's Interior on the seismic modeling of laterally varying structures: Contributions based on data from the 1978 Saudi Arabian refraction profile","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir937","usgsCitation":"Mooney, W.D., and Prodehl, C., 1984, Proceedings of the 1980 workshop of the International Association of Seismology and Physics of the Earth's Interior on the seismic modeling of laterally varying structures: Contributions based on data from the 1978 Saudi Arabian refraction profile: U.S. Geological Survey Circular 937, iv, 158 p., https://doi.org/10.3133/cir937.","productDescription":"iv, 158 p.","costCenters":[{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"links":[{"id":30870,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0937/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120800,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0937/report-thumb.jpg"}],"country":"Saudi Arabia","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[42.77933,16.34789],[42.64957,16.77464],[42.34799,17.07581],[42.27089,17.47472],[41.75438,17.83305],[41.22139,18.6716],[40.93934,19.48649],[40.24765,20.17463],[39.80168,20.33886],[39.1394,21.2919],[39.0237,21.98688],[39.06633,22.57966],[38.49277,23.68845],[38.02386,24.07869],[37.48363,24.28549],[37.15482,24.85848],[37.20949,25.08454],[36.93163,25.60296],[36.6396,25.82623],[36.24914,26.57014],[35.64018,27.37652],[35.13019,28.06335],[34.63234,28.05855],[34.78778,28.60743],[34.83222,28.95748],[34.95604,29.35655],[36.06894,29.19749],[36.50121,29.50525],[36.74053,29.86528],[37.50358,30.00378],[37.66812,30.33867],[37.99885,30.5085],[37.00217,31.50841],[39.00489,32.01022],[39.19547,32.16101],[40.39999,31.88999],[41.88998,31.19001],[44.7095,29.17889],[46.56871,29.09903],[47.45982,29.00252],[47.70885,28.52606],[48.41609,28.552],[48.80759,27.68963],[49.29955,27.46122],[49.47091,27.11],[50.15242,26.68966],[50.21294,26.27703],[50.1133,25.94397],[50.23986,25.60805],[50.52739,25.32781],[50.66056,24.9999],[50.81011,24.75474],[51.11242,24.55633],[51.38961,24.62739],[51.57952,24.2455],[51.61771,24.01422],[52.00073,23.00115],[55.0068,22.49695],[55.20834,22.70833],[55.66666,22],[54.99998,19.99999],[52.00001,19],[49.11667,18.61667],[48.18334,18.16667],[47.46669,17.11668],[47,16.95],[46.74999,17.28334],[46.36666,17.23332],[45.4,17.33334],[45.21665,17.43333],[44.06261,17.41036],[43.79152,17.31998],[43.38079,17.57999],[43.1158,17.08844],[43.21838,16.66689],[42.77933,16.34789]]]},\"properties\":{\"name\":\"Saudi Arabia\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db6605a0","contributors":{"authors":[{"text":"Mooney, Walter D. 0000-0002-5310-3631 mooney@usgs.gov","orcid":"https://orcid.org/0000-0002-5310-3631","contributorId":3194,"corporation":false,"usgs":true,"family":"Mooney","given":"Walter","email":"mooney@usgs.gov","middleInitial":"D.","affiliations":[{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"preferred":true,"id":147623,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Prodehl, Claus","contributorId":81082,"corporation":false,"usgs":true,"family":"Prodehl","given":"Claus","email":"","affiliations":[],"preferred":false,"id":147624,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1067,"text":"wsp2187 - 1984 - Development of a model to predict the adsorption of lead from solution on a natural streambed sediment","interactions":[],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp2187","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2187","title":"Development of a model to predict the adsorption of lead from solution on a natural streambed sediment","docAbstract":"Adsorption of solutes by solid mineral surfaces commonly influences the dissolved ionic composition of natural waters. A model based on electrical double-layer theory has been developed which appears to be capable of characterizing the surface chemical behavior of a natural fine-grained sediment containing mostly quartz and feldspar. This variable surface charge-variable surface potential (VSC-VSP) model differs from others in being capable of evaluating more closely the effect of total metal ion activity on the pH-dependent change in electrical potential at the solid surface. The model was tested using 10-4 molar solutions of lead and a silt-size fraction of sediment from the bed of Colma Creek, a small stream in urban northern San Mateo County, California. The average deviation of measured percent adsorption and values calculated from the model was 6.6 adsorption percent from pH 2.0 to pH 7.0.","language":"ENGLISH","publisher":"For sale by the Supt. of Docs., U.S. G.P.O.,","doi":"10.3133/wsp2187","usgsCitation":"Brown, D.W., and Hem, J.D., 1984, Development of a model to predict the adsorption of lead from solution on a natural streambed sediment: U.S. Geological Survey Water Supply Paper 2187, iv, 35 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2187.","productDescription":"iv, 35 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":137862,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2187/report-thumb.jpg"},{"id":25747,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2187/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e0da","contributors":{"authors":[{"text":"Brown, David Wayne","contributorId":77124,"corporation":false,"usgs":true,"family":"Brown","given":"David","email":"","middleInitial":"Wayne","affiliations":[],"preferred":false,"id":143125,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hem, John David","contributorId":42577,"corporation":false,"usgs":true,"family":"Hem","given":"John","email":"","middleInitial":"David","affiliations":[],"preferred":false,"id":143124,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9399,"text":"ofr84808 - 1984 - Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:06:17","indexId":"ofr84808","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-808","title":"Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma","docAbstract":"The data contained in this report were gathered during the period 1982 to 1984 for use in constructing a digital model of the North Canadian River from Lake Overholser, in the western part of Oklahoma City, to Lake Eufaula, in eastern Oklahoma. Locations of test holes and sampling sites are show in figure 1.\r\nInformation on well depths and water levels in table 1 was gathered in the summer of 1982. Some information in the table was reported by well owners.\r\n\r\nField water-quality data for water temperatures, specific conductance, and pH were measured at the time the wells were inventoried in 1982 and appear in table 2.\r\n\r\nForty-nine test holes were augered to provide more comprehensive lithologic and water-level data along the North Canadian River. Lithologic logs of these test holes appear in table 3. Thirty-eight of the test holes were completed as observations wells by placing perforated plastic casing in the holes. Water levels were measured in these observations wells from the time of completion in mid-1982 through mid-1984. Hydrographs of the observation wells are shown in figures 2 through 15. The data are presented graphically for clarity.\r\n\r\nHydrographs of water-level fluctuations in two wells equipped with continuous water-level recorders and hydrographs of stage fluctuations on the North Canadian River at nearby gaging stations are shown in figures 16 and 17.\r\n\r\nTwo sets of low-flow measurements for the North Canadian River showing gains and losses in flow between measuring sites in the reach from Lake Overholser to Lake Eufaula are given in table 4. Measurements of flow on tributary streams are also given in this table.\r\n\r\nAnalyses of water-quality samples collected at the time of the low-flow measurements are given in table 5.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84808","usgsCitation":"Havens, J., 1984, Hydrologic data; North Canadian River from Lake Overholser to Lake Eufaula, central Oklahoma: U.S. Geological Survey Open-File Report 84-808, iv,49 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84808.","productDescription":"iv,49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":142940,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0808/report-thumb.jpg"},{"id":37115,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0808/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60705e","contributors":{"authors":[{"text":"Havens, J.S.","contributorId":12043,"corporation":false,"usgs":true,"family":"Havens","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":159618,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2288,"text":"wsp2255 - 1984 - The effect of eustatic sea-level changes on saltwater-freshwater relations in the northern Atlantic Coastal Plain","interactions":[],"lastModifiedDate":"2022-02-15T19:48:03.880031","indexId":"wsp2255","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2255","title":"The effect of eustatic sea-level changes on saltwater-freshwater relations in the northern Atlantic Coastal Plain","docAbstract":"A finite-difference computer model was used to analyze the effect of eustatic sea-level changes on the development of the transition zone between fresh ground water and underlying saltwater in the northern Atlantic Coastal Plain. The model simulates, in cross section, the sedimentary wedge from the Delaware River estuary in New Jersey to the Continental Slope. Simulated steady-state freshwater flow is separated from static saltwater by a sharp interface. The model was used to test the sensitivity of the simulated interface position to anisotropy as well as to sea-level elevation. Increasing anisotropy causes the interface to be shallower and extend farther offshore. Lowering sea level causes the interface to be deeper and to extend farther offshore. Simulations using hydraulic conductivities based on available data suggest that the transition zone is not in equilibrium with present sea level. The position of the transition zone probably reflects a long-term average sea level of between 50 and 100 ft below present sea level. The cyclic movement of salty ground water in response to sea-level fluctuations during the Quaternary and Late Tertiary caused the saltwater to mix with freshwater, thus producing a broad transition zone. The freshwater is predominantly sodium bicarbonate in character. The saltwater, from New Jersey to Virginia, probably is a sodium calcium chloride brine. In North Carolina, it is primarily seawater.","language":"English","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2255","usgsCitation":"Meisler, H., Leahy, P.P., and Knobel, L.L., 1984, The effect of eustatic sea-level changes on saltwater-freshwater relations in the northern Atlantic Coastal Plain: U.S. Geological Survey Water Supply Paper 2255, iv, 28 p., https://doi.org/10.3133/wsp2255.","productDescription":"iv, 28 p.","costCenters":[],"links":[{"id":395980,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25307.htm"},{"id":28087,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2255/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2255/report-thumb.jpg"}],"country":"United States","state":"Delaware, Maryland, New Jersey, North Carolina, Virginia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.72802734375,\n              34.161818161230386\n            ],\n            [\n              -73.63037109375,\n              34.161818161230386\n            ],\n            [\n              -73.63037109375,\n              39.90973623453719\n            ],\n            [\n              -78.72802734375,\n              39.90973623453719\n            ],\n            [\n              -78.72802734375,\n              34.161818161230386\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db6256dd","contributors":{"authors":[{"text":"Meisler, Harold","contributorId":34103,"corporation":false,"usgs":true,"family":"Meisler","given":"Harold","email":"","affiliations":[],"preferred":false,"id":144958,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leahy, P. Patrick","contributorId":80648,"corporation":false,"usgs":true,"family":"Leahy","given":"P.","email":"","middleInitial":"Patrick","affiliations":[],"preferred":false,"id":144960,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Knobel, LeRoy L.","contributorId":76285,"corporation":false,"usgs":true,"family":"Knobel","given":"LeRoy","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":144959,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":19604,"text":"ofr83768 - 1984 - Investigations and research in Nevada by the Water Resources Division, U.S. Geological Survey, 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:07:36","indexId":"ofr83768","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-768","title":"Investigations and research in Nevada by the Water Resources Division, U.S. Geological Survey, 1982","docAbstract":"The Water Resources Division, U.S. Geological Survey, is charged with (1) maintaining a hydrologic network in Nevada that provides information on the status of the State 's water resources and (2) engaging in technical water-resources investigations that have a high degree of transferability. To meet these broad objectives, 26 projects were active during fiscal year 1982, in cooperation with 36 Federal, State, and local agencies. Total funds were $3,319,455, of which State and local cooperative funding amounted to $741,500 and Federal funding (comprised of Geological Survey Federal and cooperative program plus funds from six other Federal agencies) amounted to $2,577,955 for the fiscal year. Projects other than continuing programs for collection of hydrologic data included the following topics of study: geothermal resources, areal ground-water resources and ground-water modeling, waste disposal , paleohydrology, acid mine drainage, the unsaturated zone, stream and reservoir sedimentation, river-quality modeling, flood hazards, and remote sensing in hydrology. In total, 26 reports and symposium abstracts were published or in press during fiscal year 1982. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83768","usgsCitation":"Katzer, T., Moosburner, O., and Nichols, W.D., 1984, Investigations and research in Nevada by the Water Resources Division, U.S. Geological Survey, 1982: U.S. Geological Survey Open-File Report 83-768, v, 40 p. :ill. ;28 cm., https://doi.org/10.3133/ofr83768.","productDescription":"v, 40 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0768/report-thumb.jpg"},{"id":49072,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0768/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6675a1","contributors":{"authors":[{"text":"Katzer, Terry","contributorId":103679,"corporation":false,"usgs":true,"family":"Katzer","given":"Terry","email":"","affiliations":[],"preferred":false,"id":181200,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moosburner, Otto","contributorId":41822,"corporation":false,"usgs":true,"family":"Moosburner","given":"Otto","email":"","affiliations":[],"preferred":false,"id":181198,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nichols, W. D.","contributorId":73220,"corporation":false,"usgs":true,"family":"Nichols","given":"W.","middleInitial":"D.","affiliations":[],"preferred":false,"id":181199,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":7315,"text":"ofr8474 - 1984 - Methods for the collection of geochemical data from the sediments of the tidal Potomac River and estuary and data for 1978-1980","interactions":[],"lastModifiedDate":"2012-02-02T00:06:05","indexId":"ofr8474","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-74","title":"Methods for the collection of geochemical data from the sediments of the tidal Potomac River and estuary and data for 1978-1980","docAbstract":"The chemical composition of bottom sediments and their associated pore waters from the tidal Potomac River and Estuary was studied from May 1978 through June 1980. Pore waters were routinely analyzed for pH, Eh, alkalinity, and concentrations of sulfide, sulfate, phosphate, carbon, ammonium, silica, iron, manganese, chloride, sodium, potassium, calcium, and magnesium. Porosity, weight loss on ignition, and carbon, nitrogen, and phosphorus contents were determined for the solid sediments. The range of salinity and chemical composition encountered in the estuary frequently necessitated modifications of standard methods of analysis. Therefore, the methods used, their modifications, and their limitations are presented in some detail. The appendix lists the data obtained from six sampling periods. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8474","usgsCitation":"Goodwin, S., Schultz, B., Parkhurst, D., Simon, N., and Callender, E., 1984, Methods for the collection of geochemical data from the sediments of the tidal Potomac River and estuary and data for 1978-1980: U.S. Geological Survey Open-File Report 84-74, iii, 156 p. 8 cm., https://doi.org/10.3133/ofr8474.","productDescription":"iii, 156 p. 8 cm.","costCenters":[],"links":[{"id":140507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0074/report-thumb.jpg"},{"id":34705,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62bac7","contributors":{"authors":[{"text":"Goodwin, S.D.","contributorId":27443,"corporation":false,"usgs":true,"family":"Goodwin","given":"S.D.","email":"","affiliations":[],"preferred":false,"id":155187,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schultz, B.I.","contributorId":28975,"corporation":false,"usgs":true,"family":"Schultz","given":"B.I.","email":"","affiliations":[],"preferred":false,"id":155188,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Parkhurst, D.L.","contributorId":12474,"corporation":false,"usgs":true,"family":"Parkhurst","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":155186,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Simon, N.S.","contributorId":103272,"corporation":false,"usgs":true,"family":"Simon","given":"N.S.","email":"","affiliations":[],"preferred":false,"id":155190,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Callender, Edward","contributorId":83923,"corporation":false,"usgs":true,"family":"Callender","given":"Edward","email":"","affiliations":[{"id":27111,"text":"National Water Quality Program","active":true,"usgs":true}],"preferred":true,"id":155189,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":7362,"text":"ofr84842 - 1984 - Ocean bottom instrument package (OBIP) software; modification II","interactions":[{"subject":{"id":7362,"text":"ofr84842 - 1984 - Ocean bottom instrument package (OBIP) software; modification II","indexId":"ofr84842","publicationYear":"1984","noYear":false,"title":"Ocean bottom instrument package (OBIP) software; modification II"},"predicate":"SUPERSEDED_BY","object":{"id":14980,"text":"ofr86269 - 1986 - Ocean bottom seismometer (OBS) software; modification III","indexId":"ofr86269","publicationYear":"1986","noYear":false,"title":"Ocean bottom seismometer (OBS) software; modification III"},"id":1}],"supersededBy":{"id":14980,"text":"ofr86269 - 1986 - Ocean bottom seismometer (OBS) software; modification III","indexId":"ofr86269","publicationYear":"1986","noYear":false,"title":"Ocean bottom seismometer (OBS) software; modification III"},"lastModifiedDate":"2024-09-26T18:55:09.450197","indexId":"ofr84842","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-842","title":"Ocean bottom instrument package (OBIP) software; modification II","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr84842","usgsCitation":"U.S. Geological Survey, 1984, Ocean bottom instrument package (OBIP) software; modification II: U.S. Geological Survey Open-File Report 84-842, ii, 75 p., https://doi.org/10.3133/ofr84842.","productDescription":"ii, 75 p.","costCenters":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":382371,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0842/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":140661,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0842/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691ff7","contributors":{"authors":[{"text":"U.S. Geological Survey","contributorId":127955,"corporation":true,"usgs":false,"organization":"U.S. Geological Survey","id":528826,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25531,"text":"wri844054 - 1984 - Geohydrology, aqueous geochemistry, and thermal regime of the Soda Lakes and Upsal Hogback geothermal systems, Churchill County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri844054","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4054","title":"Geohydrology, aqueous geochemistry, and thermal regime of the Soda Lakes and Upsal Hogback geothermal systems, Churchill County, Nevada","docAbstract":"A flow-routing model of the upper Schoharie Creek basin, New York, was developed and used to simulate high flows at the inlet of the Blenheim-Gilboa Reservoir. The flows from Schoharie Creek at Prattsville, the primary source of flow data in the basin, and tributary flows from the six minor basins downstream, are combined and routed along the 9.7 mile reach of the Schoharie Creek between Prattsville and the reservoir inlet. Data from five historic floods were used for model calibration and four for verification. The accuracy of the model as measured by the difference between simulated and observed total flow volumes, is within 14 percent. Results indicate that inflows to the Blenheim-Gilboa Reservoir can be predicted approximately 2 hours in advance. One of the historical floods was chosen for additional model testing to assess a hypothetical real-time model application. Total flow-volume errors ranged from 30.2 percent to -9.2 percent. Alternative methods of obtaining hydrologic data for model input are presented for use in the event that standard forms of hydrologic data are unavailable. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844054","usgsCitation":"Olmsted, F.H., Welch, A., Van Denburgh, A.S., and Ingebritsen, S.E., 1984, Geohydrology, aqueous geochemistry, and thermal regime of the Soda Lakes and Upsal Hogback geothermal systems, Churchill County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4054, xiv, 166 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844054.","productDescription":"xiv, 166 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":110164,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35951.htm","linkFileType":{"id":5,"text":"html"},"description":"35951"},{"id":121804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4054/report-thumb.jpg"},{"id":54251,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4054/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54252,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4054/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54253,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4054/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf2c","contributors":{"authors":[{"text":"Olmsted, F. H.","contributorId":24765,"corporation":false,"usgs":true,"family":"Olmsted","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":194068,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Welch, A. H.","contributorId":14836,"corporation":false,"usgs":true,"family":"Welch","given":"A. H.","affiliations":[],"preferred":false,"id":194066,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Van Denburgh, A. S.","contributorId":23928,"corporation":false,"usgs":true,"family":"Van Denburgh","given":"A.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":194067,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ingebritsen, S. E.","contributorId":8078,"corporation":false,"usgs":true,"family":"Ingebritsen","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194065,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":18205,"text":"ofr84256 - 1984 - Statistical relations among earthquake magnitude, surface rupture length, and surface fault displacement","interactions":[],"lastModifiedDate":"2018-06-21T13:26:31","indexId":"ofr84256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-256","title":"Statistical relations among earthquake magnitude, surface rupture length, and surface fault displacement","docAbstract":"In order to refine correlations of surface-wave magnitude, fault rupture length at the ground surface, and fault displacement at the surface by including the uncertainties in these variables, the existing data were critically reviewed and a new data base was compiled. Earthquake magnitudes were redetermined as necessary to make them as consistent as possible with the Gutenberg methods and results, which necessarily make up much of the data base. Measurement errors were estimated for the three variables for 58 moderate to large shallow-focus earthquakes. Regression analyses were then made utilizing the estimated measurement errors. \r\nThe regression analysis demonstrates that the relations among the variables magnitude, length, and displacement are stochastic in nature. The stochastic variance, introduced in part by incomplete surface expression of seismogenic faulting, variation in shear modulus, and regional factors, dominates the estimated measurement errors. Thus, it is appropriate to use ordinary least squares for the regression models, rather than regression models based upon an underlying deterministic relation with the variance resulting from measurement errors. \r\n\r\nSignificant differences exist in correlations of certain combinations of length, displacement, and magnitude when events are qrouped by fault type or by region, including attenuation regions delineated by Evernden and others. Subdivision of the data results in too few data for some fault types and regions, and for these only regressions using all of the data as a group are reported. \r\n\r\nEstimates of the magnitude and the standard deviation of the magnitude of a prehistoric or future earthquake associated with a fault can be made by correlating M with the logarithms of rupture length, fault displacement, or the product of length and displacement. Fault rupture area could be reliably estimated for about 20 of the events in the data set. Regression of MS on rupture area did not result in a marked improvement over regressions that did not involve rupture area. Because no subduction-zone earthquakes are included in this study, the reported results do not apply to such zones.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84256","usgsCitation":"Bonilla, M.G., Mark, R.K., and Lienkaemper, J.J., 1984, Statistical relations among earthquake magnitude, surface rupture length, and surface fault displacement (Online Version 1.0): U.S. Geological Survey Open-File Report 84-256, 46 p., https://doi.org/10.3133/ofr84256.","productDescription":"46 p.","costCenters":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"links":[{"id":150859,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":1027,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1984/of84-256/","linkFileType":{"id":5,"text":"html"}}],"edition":"Online Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dde4b07f02db5e1ed3","contributors":{"authors":[{"text":"Bonilla, M. G.","contributorId":33698,"corporation":false,"usgs":true,"family":"Bonilla","given":"M.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":178702,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mark, R. K.","contributorId":32159,"corporation":false,"usgs":true,"family":"Mark","given":"R.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":178701,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lienkaemper, J. J.","contributorId":71947,"corporation":false,"usgs":true,"family":"Lienkaemper","given":"J.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":178703,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":9751,"text":"ofr84645 - 1984 - Estimation of the sensitivity of CSEM coupling to coil movement and resistivity changes of simple models","interactions":[],"lastModifiedDate":"2012-02-02T00:06:06","indexId":"ofr84645","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-645","title":"Estimation of the sensitivity of CSEM coupling to coil movement and resistivity changes of simple models","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84645","usgsCitation":"Kauahikaua, J., 1984, Estimation of the sensitivity of CSEM coupling to coil movement and resistivity changes of simple models: U.S. Geological Survey Open-File Report 84-645, 18 p. :ill. ;28 cm., https://doi.org/10.3133/ofr84645.","productDescription":"18 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":141245,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0645/report-thumb.jpg"},{"id":37500,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0645/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb205","contributors":{"authors":[{"text":"Kauahikaua, Jim","contributorId":47366,"corporation":false,"usgs":true,"family":"Kauahikaua","given":"Jim","email":"","affiliations":[],"preferred":false,"id":160234,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":9848,"text":"ofr84489 - 1984 - Modification of a carbon-hydrogen-nitrogen analyzer for reduction of instrument background","interactions":[],"lastModifiedDate":"2012-02-02T00:06:16","indexId":"ofr84489","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-489","title":"Modification of a carbon-hydrogen-nitrogen analyzer for reduction of instrument background","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84489","usgsCitation":"Klock, P., and Lamothe, P.J., 1984, Modification of a carbon-hydrogen-nitrogen analyzer for reduction of instrument background: U.S. Geological Survey Open-File Report 84-489, 6 p. :ill. ;28 cm., https://doi.org/10.3133/ofr84489.","productDescription":"6 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":141911,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0489/report-thumb.jpg"},{"id":37634,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0489/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6994c8","contributors":{"authors":[{"text":"Klock, P.R.","contributorId":62588,"corporation":false,"usgs":true,"family":"Klock","given":"P.R.","email":"","affiliations":[],"preferred":false,"id":160403,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamothe, P. J.","contributorId":45672,"corporation":false,"usgs":true,"family":"Lamothe","given":"P.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":160402,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":19013,"text":"ofr84461 - 1984 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River Plain, Idaho","interactions":[{"subject":{"id":19013,"text":"ofr84461 - 1984 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River Plain, Idaho","indexId":"ofr84461","publicationYear":"1984","noYear":false,"title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River Plain, Idaho"},"predicate":"SUPERSEDED_BY","object":{"id":1409,"text":"wsp2278 - 1986 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho","indexId":"wsp2278","publicationYear":"1986","noYear":false,"title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho"},"id":1}],"supersededBy":{"id":1409,"text":"wsp2278 - 1986 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho","indexId":"wsp2278","publicationYear":"1986","noYear":false,"title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho"},"lastModifiedDate":"2023-11-24T18:12:46.433791","indexId":"ofr84461","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-461","title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River Plain, Idaho","docAbstract":"<p>A nonlinear, least-squares regression technique for the estimation of ground-water flow model parameters was applied to the regional aquifer underlying the eastern Snake River Plain, Idaho. The computer program simulates two-dimensional, steady-state ground-water flow. Hydrologic data for the 1980 water year were used to calculate recharge rates, boundary fluxes, and spring discharges. Groundwater use was estimated from irrigated land maps and crop consumptive-use figures. These estimates of ground-water withdrawal, recharge rates, and boundary flux, along with leakance, were used as known values in the model calibration of transmissivity. Leakance values were adjusted between regression solutions by comparing model-calculated to measured spring discharges. In other simulations, recharge and leakance also were calibrated as prior information regression parameters, which limits the variation of these parameters using a normalized standard error of estimate.</p><p>Results from a best-fit model indicate a wide areal range in transmissivity from about 0.05 to 44 feet squared per second and in leakance from about 2.2 x 10<sup>-9</sup> to 6.0 x 10<sup>-8</sup> feet per second per foot. Along with parameter values, model statistics also were calculated, including the coefficient of correlation between computed and observed head (0.996), standard error of the estimates of head (40 feet), and parameter coefficients of variation (about 10-40 per-cent). Additional boundary flux was added in some areas during calibration to achieve proper fit to ground-water flow directions. Model fit improved significantly when areas that violated model assumptions were removed. Model fit also improved when y-direction (northwest-southeast) transmissivity values were larger than x-direction (northeast-southwest) transmissivity values. The model was most sensitive to changes in recharge, and in some areas, to changes in transmissivity, particularly near the spring discharge area from Milner to King Hill.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84461","usgsCitation":"Garabedian, S., 1984, Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River Plain, Idaho: U.S. Geological Survey Open-File Report 84-461, Report: viii, 119 p.; 3 Plates: 31.82 x 29.41 inches or smaller, https://doi.org/10.3133/ofr84461.","productDescription":"Report: viii, 119 p.; 3 Plates: 31.82 x 29.41 inches or smaller","costCenters":[],"links":[{"id":422898,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0461/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":422897,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0461/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":422899,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0461/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":422896,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0461/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151646,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0461/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Snake River Plain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -114.91325553997359,\n              43.936820147196954\n            ],\n            [\n              -114.91325553997359,\n              42.63060363384477\n            ],\n            [\n              -112.18757815094972,\n              42.63060363384477\n            ],\n            [\n              -112.18757815094972,\n              43.936820147196954\n            ],\n            [\n              -114.91325553997359,\n              43.936820147196954\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67ab1e","contributors":{"authors":[{"text":"Garabedian, S. P.","contributorId":56657,"corporation":false,"usgs":true,"family":"Garabedian","given":"S. P.","affiliations":[],"preferred":false,"id":180146,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11354,"text":"ofr85106 - 1984 - Modification of EG&G vector averaging current meter to record light transmission and water conductivity","interactions":[],"lastModifiedDate":"2012-02-02T00:06:24","indexId":"ofr85106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"85-106","title":"Modification of EG&G vector averaging current meter to record light transmission and water conductivity","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85106","usgsCitation":"Strahle, W., and Butman, B., 1984, Modification of EG&G vector averaging current meter to record light transmission and water conductivity: U.S. Geological Survey Open-File Report 85-106, ii, 27 p. :chiefly ill. ;28 cm., https://doi.org/10.3133/ofr85106.","productDescription":"ii, 27 p. :chiefly ill. ;28 cm.","costCenters":[],"links":[{"id":143448,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0106/report-thumb.jpg"},{"id":39177,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0106/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699554","contributors":{"authors":[{"text":"Strahle, William","contributorId":34132,"corporation":false,"usgs":true,"family":"Strahle","given":"William","affiliations":[],"preferred":false,"id":162987,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Butman, Bradford 0000-0002-4174-2073 bbutman@usgs.gov","orcid":"https://orcid.org/0000-0002-4174-2073","contributorId":943,"corporation":false,"usgs":true,"family":"Butman","given":"Bradford","email":"bbutman@usgs.gov","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":162986,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3678,"text":"cir922A - 1984 - Assessment of undiscovered conventionally recoverable petroleum resources of the Northwest European region","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"cir922A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"922","chapter":"A","title":"Assessment of undiscovered conventionally recoverable petroleum resources of the Northwest European region","docAbstract":"The estimates of undiscovered conventionally recoverable petroleum resources in the northwest European region at probability levels of 95 percent, 5 percent, statistical mean, and mode are for oil (in billions of barrels): 9, 34, 20, and 15; and for gas (in trillions of cubic feet): 92, 258, 167, and 162. The occurrence of petroleum can be accounted for in two distinct geological plays located in the various subbasins of the region. Play I is associated with the distribution of mature source rocks of Late Jurassic age relative to four distinct trapping conditions. The play has been demonstrated productive mostly in the Viking and Central Grabens of the North Sea, where the shale has been buried to optimum depths for the generation of both oil and gas. To the north of 62 ? N. latitude up to the Barents Sea, source rocks become increasingly deeply buried and are interpreted to be dominantly gas prone; a narrow band of potentially oil-prone shales tracks most of the coast of Norway, but water depths in favorable localities commonly range from 600 to 1,200 feet. To the south of the Central Graben, the Jurassic source rocks are either immature or minimally productive because of a change in facies. Undrilled traps remain within the favorable source-rock area, and exploration will continue to challenge the boundaries of conventional wisdom, especially on the Norwegian side where little has .been reported on the geology of the adjoining Bergen High or Horda Basin, though, reportedly, the Jurassic source rocks are missing on the high and are immature in the southern part of the basin. \r\n\r\nPlay II is associated with the distribution of a coal facies of Carboniferous age that is mature for the generation of gas and locally underlies favorable reservoir and sealing rocks. The play is limited largely by facies development to the present area of discovery and production but is limited as well to the southeast into onshore Netherlands and Germany by the unfavorable economics of an increasing nitrogen content in the gas. This increase is apparently caused by excessive temperatures associated with increasing depth of burial of the source rock. \r\n\r\nThe history of discovery in the North Sea would appear to deny the commonly held maxim that large fields are found first and early in the exploration process. However, if the discovery data are examined from the perspective of the award date of each exploration license, then it is clear that the largest fields and most of the reserves have indeed been found early in the exploration process of a particular license. Discoveries made within 1 year of granting the license are on average large giants, and they account for slightly less than two-thirds of the original reserves. Discoveries made within 2 to 5 years of the granting of the license are on average less than giant size and smaller than increment-l-year discoveries by a factor of 4; these fields account for a little less than one-third of the reserves. Those fields found 6 or more years after the granting of the license are relatively small and account for 20 percent of all discoveries but only 4 percent of total original reserves. These data suggest that a measure of an area's exploration maturity is the length of time elapsed since the award of the concession.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir922A","usgsCitation":"Masters, C.D., and Klemme, H.D., 1984, Assessment of undiscovered conventionally recoverable petroleum resources of the Northwest European region: U.S. Geological Survey Circular 922, vi, 22 p. :ill., maps ;26 cm., https://doi.org/10.3133/cir922A.","productDescription":"vi, 22 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":124616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1984/0922a/report-thumb.jpg"},{"id":30726,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1984/0922a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671c62","contributors":{"authors":[{"text":"Masters, Charles D.","contributorId":38969,"corporation":false,"usgs":true,"family":"Masters","given":"Charles","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":147395,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Klemme, H. Douglas","contributorId":80653,"corporation":false,"usgs":true,"family":"Klemme","given":"H.","email":"","middleInitial":"Douglas","affiliations":[],"preferred":false,"id":147396,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":11356,"text":"ofr82365 - 1984 - Techniques for estimating flood hydrographs for ungaged urban watersheds","interactions":[],"lastModifiedDate":"2012-02-02T00:06:24","indexId":"ofr82365","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82-365","title":"Techniques for estimating flood hydrographs for ungaged urban watersheds","docAbstract":"The Clark Method, modified slightly was used to develop a synthetic, dimensionless hydrograph which can be used to estimate flood hydrographs for ungaged urban watersheds. Application of the technique results in a typical (average) flood hydrograph for a given peak discharge. Input necessary to apply the technique is an estimate of basin lagtime and the recurrence interval peak discharge. Equations for this purpose were obtained from a recent nationwide study on flood frequency in urban watersheds. A regression equation was developed which relates flood volumes to drainage area size, basin lagtime, and peak discharge. This equation is useful where storage of floodwater may be a part of design of flood prevention. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82365","usgsCitation":"Stricker, V., and Sauer, V., 1984, Techniques for estimating flood hydrographs for ungaged urban watersheds: U.S. Geological Survey Open-File Report 82-365, v, 22 p. :ill. ;28 cm., https://doi.org/10.3133/ofr82365.","productDescription":"v, 22 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":143466,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0365/report-thumb.jpg"},{"id":39183,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0365/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685ed5","contributors":{"authors":[{"text":"Stricker, V.A.","contributorId":78703,"corporation":false,"usgs":true,"family":"Stricker","given":"V.A.","email":"","affiliations":[],"preferred":false,"id":162991,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sauer, V.B.","contributorId":39380,"corporation":false,"usgs":true,"family":"Sauer","given":"V.B.","email":"","affiliations":[],"preferred":false,"id":162990,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":9904,"text":"ofr84694 - 1984 - Developing an oil generation model for resource assessment of the Bakken Formation, U.S. portion of the Williston Basin","interactions":[],"lastModifiedDate":"2021-09-16T21:54:45.370157","indexId":"ofr84694","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-694","title":"Developing an oil generation model for resource assessment of the Bakken Formation, U.S. portion of the Williston Basin","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84694","usgsCitation":"Krystinik, K.B., and Charpentier, R., 1984, Developing an oil generation model for resource assessment of the Bakken Formation, U.S. portion of the Williston Basin: U.S. Geological Survey Open-File Report 84-694, ii, 26 p., https://doi.org/10.3133/ofr84694.","productDescription":"ii, 26 p.","costCenters":[],"links":[{"id":389379,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75745.htm"},{"id":37696,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0694/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142912,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0694/report-thumb.jpg"}],"country":"United States","state":"Montana, North Dakota, South Dakota","otherGeospatial":"Bakken Formation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106,\n              45\n            ],\n            [\n              -100.5,\n              45\n            ],\n            [\n              -100.5,\n              49\n            ],\n            [\n              -106,\n              49\n            ],\n            [\n              -106,\n              45\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6673b0","contributors":{"authors":[{"text":"Krystinik, K. B.","contributorId":64258,"corporation":false,"usgs":true,"family":"Krystinik","given":"K.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":160489,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Charpentier, Ronald R.","contributorId":33674,"corporation":false,"usgs":true,"family":"Charpentier","given":"Ronald R.","affiliations":[],"preferred":false,"id":160488,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10347,"text":"ofr84811 - 1984 - Preliminary modeling of an aquifer thermal-energy storage system","interactions":[{"subject":{"id":10347,"text":"ofr84811 - 1984 - Preliminary modeling of an aquifer thermal-energy storage system","indexId":"ofr84811","publicationYear":"1984","noYear":false,"title":"Preliminary modeling of an aquifer thermal-energy storage system"},"predicate":"SUPERSEDED_BY","object":{"id":234,"text":"wsp2270 - 1985 - Selected papers in the hydrologic sciences, 1985; May 1985","indexId":"wsp2270","publicationYear":"1985","noYear":false,"title":"Selected papers in the hydrologic sciences, 1985; May 1985"},"id":1}],"supersededBy":{"id":234,"text":"wsp2270 - 1985 - Selected papers in the hydrologic sciences, 1985; May 1985","indexId":"wsp2270","publicationYear":"1985","noYear":false,"title":"Selected papers in the hydrologic sciences, 1985; May 1985"},"lastModifiedDate":"2019-11-26T13:06:32","indexId":"ofr84811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-811","title":"Preliminary modeling of an aquifer thermal-energy storage system","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr84811","usgsCitation":"Miller, R.T., 1984, Preliminary modeling of an aquifer thermal-energy storage system: U.S. Geological Survey Open-File Report 84-811, 47 p., https://doi.org/10.3133/ofr84811.","productDescription":"47 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":143525,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0811/report-thumb.jpg"},{"id":368902,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0811/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696644","contributors":{"authors":[{"text":"Miller, R. T.","contributorId":15209,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":161230,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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