{"pageNumber":"1360","pageRowStart":"33975","pageSize":"25","recordCount":46734,"records":[{"id":70017606,"text":"70017606 - 1994 - Helping the public find information the U.S. Government Information Locator Service (GILS)","interactions":[],"lastModifiedDate":"2024-05-07T16:54:10.244276","indexId":"70017606","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2329,"text":"Journal of Government Information","active":true,"publicationSubtype":{"id":10}},"title":"Helping the public find information the U.S. Government Information Locator Service (GILS)","docAbstract":"<p>As part of the National Information Infrastructure, the U.S. federal government is establishing a Government Information Locator Service (GILS). GILS will identify and describe public information resources throughout the federal government and provide assistance in obtaining the information. It will be decentralized and will supplement other agency and commercial information dissemination mechanisms. The public will use GILS directly or through intermediaries, including the Government Printing Office and the National Technical Information Service, as well as federal depository libraries, other public libraries, and private sector information services. Direct users will have access to a GILS Core accessible on the Internet without charge. Intermediate access may include kiosks, 800 numbers, electronic mail, bulletin boards, FAX, and offline media such as floppy disks, CD-ROM, and printed works. GILS will use network technology and the American National Standards Institute Z39.50 standard for information search and retrieval so that information can be retrieved in a variety of ways. Direct users may have access to many other major federal and nonfederal information resources, linkages to data systems, and electronic delivery of information products. An Office of Management and Budget Bulletin in 1994 will provide implementing guidance to agencies. The National Institute of Standards and Technology will also establish a Federal Information Processing Standard specifying a GILS Profile and its application for agencies establishing information locators.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/1352-0237(94)90055-8","issn":"13520237","usgsCitation":"Christian, E., 1994, Helping the public find information the U.S. Government Information Locator Service (GILS): Journal of Government Information, v. 21, no. 4, p. 305-314, https://doi.org/10.1016/1352-0237(94)90055-8.","productDescription":"10 p.","startPage":"305","endPage":"314","numberOfPages":"10","costCenters":[],"links":[{"id":228664,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"21","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a304ee4b0c8380cd5d522","contributors":{"authors":[{"text":"Christian, E.J.","contributorId":57877,"corporation":false,"usgs":true,"family":"Christian","given":"E.J.","email":"","affiliations":[],"preferred":false,"id":376976,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1013297,"text":"1013297 - 1994 - Navigating aerial transects with a laptop computer","interactions":[],"lastModifiedDate":"2012-03-02T17:16:04","indexId":"1013297","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3779,"text":"Wildlife Society Bulletin","onlineIssn":"1938-5463","printIssn":"0091-7648","active":true,"publicationSubtype":{"id":10}},"title":"Navigating aerial transects with a laptop computer","docAbstract":"SUMMARY:  A comparison is made of different methods of determining size of home range from grid trapping data.  Studies of artificial populations show that a boundary strip method of measuring area and an adjusted range length give sizes closer to the true range than do minimum area or observed range length methods.      In simulated trapping of artificial populations, the known range size increases with successive captures until a level is reached that approximates the true range.  The same general pattern is followed whether traps are visited at random or traps nearer the center of the range are favored; but when central traps are favored the curve levels more slowly.  Range size is revealed with fewer captures when traps are far apart than when they are close together.  The curve levels more slowly for oblong ranges than for circular ranges of the same area.  Fewer captures are required to determine range length than to determine range area.      Other examples of simulated trapping in artificial populations are used to provide measurements of distances from the center of activity and distances between successive captures.  These are compared with similar measurements taken from Peromyscus trapping data.      The similarity of range sizes found in certain field comparisons of area trapping, colored scat collections, and trailing is cited.  A comparison of home range data obtained by area trapping and nest box studies is discussed.      It is shown that when traps are set too far apart to include two or more in the range of each animal, calculation of average range size gives biased results.  The smaller ranges are not expressed and cannot be included in the averages. The result is that range estimates are smaller at closer spacings and greater at wider spacings, purely as a result of these erroneous calculations and not reflecting any varying behavior of the animals.      The problem of variation in apparent home range with variation in trap spacing is considered further by trapping in an artificial population.  It is found that trap spacing can alter the apparent size of range even when biological factors are excluded and trap visiting is random.      The desirability of excluding travels outside the normal range from home range calculations is discussed.      Effects of varying the trapping plan by setting alternate rows of traps, or setting two traps per site, are discussed briefly.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Wildlife Society Bulletin","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Anthony, R.M., and Stehn, R., 1994, Navigating aerial transects with a laptop computer: Wildlife Society Bulletin, v. 22, no. 4, p. 674-676.","productDescription":"pp. 674-676","startPage":"674","endPage":"676","numberOfPages":"3","costCenters":[{"id":106,"text":"Alaska Biological Science Center","active":false,"usgs":true}],"links":[{"id":132317,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"22","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48d0e4b07f02db54661e","contributors":{"authors":[{"text":"Anthony, R. Michael","contributorId":54535,"corporation":false,"usgs":false,"family":"Anthony","given":"R.","email":"","middleInitial":"Michael","affiliations":[],"preferred":false,"id":318571,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stehn, R.A.","contributorId":107642,"corporation":false,"usgs":true,"family":"Stehn","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":318572,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":18540,"text":"ofr9484 - 1994 - Operation of hydrologic data-collection stations by the U.S. Geological Survey in 1993","interactions":[],"lastModifiedDate":"2012-02-02T00:07:27","indexId":"ofr9484","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","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":"94-84","title":"Operation of hydrologic data-collection stations by the U.S. Geological Survey in 1993","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr9484","usgsCitation":"Condes de la Torre, A., 1994, Operation of hydrologic data-collection stations by the U.S. Geological Survey in 1993: U.S. Geological Survey Open-File Report 94-84, vii, 53 p. :chiefly ill., maps ;28 cm., https://doi.org/10.3133/ofr9484.","productDescription":"vii, 53 p. :chiefly ill., maps ;28 cm.","costCenters":[],"links":[{"id":150730,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0084/report-thumb.jpg"},{"id":47891,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af1e4b07f02db6917b4","contributors":{"authors":[{"text":"Condes de la Torre, Alberto","contributorId":73570,"corporation":false,"usgs":true,"family":"Condes de la Torre","given":"Alberto","email":"","affiliations":[],"preferred":false,"id":179304,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18021,"text":"ofr94168 - 1994 - The SPECTRA program library; a PC based system for gamma-ray spectra analysis and INAA data reduction","interactions":[],"lastModifiedDate":"2012-02-02T00:07:23","indexId":"ofr94168","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","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":"94-168","title":"The SPECTRA program library; a PC based system for gamma-ray spectra analysis and INAA data reduction","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr94168","usgsCitation":"Baedecker, P.A., and Grossman, J.N., 1994, The SPECTRA program library; a PC based system for gamma-ray spectra analysis and INAA data reduction: U.S. Geological Survey Open-File Report 94-168, 52 p.  :ill. ;28 cm., https://doi.org/10.3133/ofr94168.","productDescription":"52 p.  :ill. ;28 cm.","costCenters":[],"links":[{"id":151254,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0168/report-thumb.jpg"},{"id":47268,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0168/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ac72","contributors":{"authors":[{"text":"Baedecker, P. A.","contributorId":95444,"corporation":false,"usgs":true,"family":"Baedecker","given":"P.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":178390,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grossman, J. N.","contributorId":41840,"corporation":false,"usgs":true,"family":"Grossman","given":"J.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":178389,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70017607,"text":"70017607 - 1994 - Hydrochemistry of the Mahomet Bedrock Valley Aquifer, East-Central Illinois: Indicators of recharge and ground-water flow","interactions":[],"lastModifiedDate":"2024-03-19T00:04:53.837608","indexId":"70017607","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Hydrochemistry of the Mahomet Bedrock Valley Aquifer, East-Central Illinois: Indicators of recharge and ground-water flow","docAbstract":"<div class=\"abstract-group  metis-abstract\"><div class=\"article-section__content en main\"><p>A conceptual model of the ground-water flow and recharge to the Mahomet Bedrock Valley Aquifer (MVA), east-central Illinois, was developed using major ion chemistry and isotope geochemistry. The MVA is a “basal” fill in the east-west trending buried bedrock valley composed of clean, permeable sand and gravel to thicknesses of up to 61 m. It is covered by a thick sequence of glacial till containing thinner bodies of interbedded sand and gravel. Ground water from the MVA was found to be characterized by clearly defined geochemical regions with three distinct ground-water types. A fourth ground-water type was found at the confluence of the MVA and the Mackinaw Bedrock Valley Aquifer (MAK) to the west.</p><p>Ground water in the Onarga Valley, a northeastern tributary of the MVA, is of two types, a mixed cation-SO<sub>4</sub><sup>2-</sup><span>&nbsp;</span>type and a mixed cation-HCO<sub>3</sub><span>&nbsp;</span>type. The ground water is enriched in Na<sup>+</sup><span>&nbsp;</span>Ca<sup>2+</sup>, Mg<sup>2+</sup>, and SO<sub>4</sub><sup>2-</sup><span>&nbsp;</span>which appears to be the result of an upward hydraulic gradient and interaction of deeper ground water with oxidized pyritic coals and shale. We suggest that recharge to the Onarga Valley and overlying aquifers is 100% from bedrock (leakage) and lateral flow from the MVA to the south.</p><p>The central MVA (south of the Onarga Valley) is composed of relatively dilute ground water of a mixed cation-HC0<sub>3</sub><span>&nbsp;</span>type, with low total dissolved solids, and very low concentrations of Cl<sup>-</sup><span>&nbsp;</span>and SO<sub>4</sub><sup>2-</sup>. Stratigraphie relationships of overlying aquifers and ground-water chemistry of these and the MVA suggest recharge to this region of the MVA (predominantly in Champaign County) is relatively rapid and primarily from the surface.</p><p>Midway along the westerly flow path of the MVA (western MVA), ground water is a mixed cation-HCO<sub>3</sub><sup>-</sup><span>&nbsp;</span>type with relatively high Cl<sup>-</sup>, where Cl<sup>-</sup><span>&nbsp;</span>increases abruptly by one to two orders of magnitude. Data suggest that the increase in Cl<sup>-</sup><span>&nbsp;</span>is the result of leakage of saline ground water from bedrock into the MVA. Mass-balance calculations indicate that approximately 9.5% of recharge in this area is from bedrock. Concentrations of Na<sup>+</sup>, HCO<sub>3</sub><sup>-</sup>, As, and TDS also increase in the western MVA.</p><p>Ground water in the MAK is of a Ca<sup>2+</sup>-HCO<sub>3</sub><sup>2-</sup><span>&nbsp;</span>type. Mass-balance calculations, using Cl<sup>-</sup><span>&nbsp;</span>as a natural, conservative tracer, indicate that approximately 17% of the ground water flowing from the confluence area is derived from the MVA.</p></div></div>","language":"English","publisher":"National Groundwater Assocation","doi":"10.1111/j.1745-6584.1994.tb00895.x","issn":"0017467X","usgsCitation":"Panno, S., Hackley, K.C., Cartwright, K., and Liu, C., 1994, Hydrochemistry of the Mahomet Bedrock Valley Aquifer, East-Central Illinois: Indicators of recharge and ground-water flow: Groundwater, v. 32, no. 4, p. 591-604, https://doi.org/10.1111/j.1745-6584.1994.tb00895.x.","productDescription":"14 p.","startPage":"591","endPage":"604","numberOfPages":"14","costCenters":[],"links":[{"id":228712,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"32","issue":"4","noUsgsAuthors":false,"publicationDate":"2005-08-04","publicationStatus":"PW","scienceBaseUri":"505a3334e4b0c8380cd5ee03","contributors":{"authors":[{"text":"Panno, S.V.","contributorId":102990,"corporation":false,"usgs":true,"family":"Panno","given":"S.V.","email":"","affiliations":[],"preferred":false,"id":376980,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hackley, Keith C.","contributorId":12166,"corporation":false,"usgs":true,"family":"Hackley","given":"Keith","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":376977,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cartwright, K.","contributorId":50292,"corporation":false,"usgs":true,"family":"Cartwright","given":"K.","email":"","affiliations":[],"preferred":false,"id":376979,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Liu, Chao-Li","contributorId":42361,"corporation":false,"usgs":true,"family":"Liu","given":"Chao-Li","email":"","affiliations":[],"preferred":false,"id":376978,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70017646,"text":"70017646 - 1994 - Uranium-Series Ages of Marine Terrace Corals from the Pacific Coast of North America and Implications for Last-Interglacial Sea Level History","interactions":[],"lastModifiedDate":"2012-03-12T17:19:54","indexId":"70017646","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3218,"text":"Quaternary Research","active":true,"publicationSubtype":{"id":10}},"title":"Uranium-Series Ages of Marine Terrace Corals from the Pacific Coast of North America and Implications for Last-Interglacial Sea Level History","docAbstract":"Few of the marine terraces along the Pacific coast of North America have been dated using uranium-series techniques. Ten terrace sequences from southern Oregon to southern Baja California Sur have yielded fossil corals in quantities suitable for U-series dating by alpha spectrometry. U-series-dated terraces representing the ???80,000 yr sea-level high stand are identified in five areas (Bandon, Oregon; Point Arena, San Nicolas Island, and Point Loma, California; and Punta Banda, Baja California); terraces representing the ???125,000 yr sea-level high stand are identified in eight areas (Cayucos, San Luis Obispo Bay, San Nicolas Island, San Clemente Island, and Point Loma, California; Punta Bands and Isla Guadalupe, Baja California; and Cabo Pulmo, Baja California Sur). On San Nicolas Island, Point Loma, and Punta Bands, both the ???80,000 and the ???125,000 yr terraces are dated. Terraces that may represent the ???105,000 sea-level high stand are rarely preserved and none has yielded corals for U-series dating. Similarity of coral ages from midlatitude, erosional marine terraces with coral ages from emergent, constructional reefs on tropical coastlines suggests a common forcing mechanism, namely glacioeustatically controlled fluctuations in sea level superimposed on steady tectonic uplift. The low marine terrace dated at ???125,000 yr on Isla Guadalupe, Baja California, presumed to be tectonically stable, supports evidence from other localities for a +6-m sea level at that time. Data from the Pacific Coast and a compilation of data from other coasts indicate that sea levels at ???80,000 and ???105,000 yr may have been closer to present sea level (within a few meters) than previous studies have suggested.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Quaternary Research","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","doi":"10.1006/qres.1994.1055","issn":"00335894","usgsCitation":"Muhs, D., Kennedy, G.L., and Rockwell, T.K., 1994, Uranium-Series Ages of Marine Terrace Corals from the Pacific Coast of North America and Implications for Last-Interglacial Sea Level History: Quaternary Research, v. 42, no. 1, p. 72-87, https://doi.org/10.1006/qres.1994.1055.","startPage":"72","endPage":"87","numberOfPages":"16","costCenters":[],"links":[{"id":206145,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1006/qres.1994.1055"},{"id":228715,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"42","issue":"1","noUsgsAuthors":false,"publicationDate":"2017-01-20","publicationStatus":"PW","scienceBaseUri":"505bbddfe4b08c986b3292a2","contributors":{"authors":[{"text":"Muhs, D.R. 0000-0001-7449-251X","orcid":"https://orcid.org/0000-0001-7449-251X","contributorId":61460,"corporation":false,"usgs":true,"family":"Muhs","given":"D.R.","affiliations":[],"preferred":false,"id":377131,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kennedy, G. L.","contributorId":23944,"corporation":false,"usgs":true,"family":"Kennedy","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":377129,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rockwell, T. K.","contributorId":34688,"corporation":false,"usgs":false,"family":"Rockwell","given":"T.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":377130,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70017576,"text":"70017576 - 1994 - Real-time data collection of scour at bridges","interactions":[],"lastModifiedDate":"2012-03-12T17:19:53","indexId":"70017576","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Real-time data collection of scour at bridges","docAbstract":"The record flood on the Mississippi River during the summer of 1993 provided a rare opportunity to collect data on scour of the streambed at bridges and to test data collection equipment under extreme hydraulic conditions. Detailed bathymetric and hydraulic information were collected at two bridges crossing the Mississippi River during the rising limb, near the peak, and during the recession of the flood. Bathymetric data were collected using a digital echo sounder. Three-dimensional velocities were collected using Broadband Acoustic Doppler Current Profilers (BB-ADCP) operating at 300 kilohertz (kHz), 600 kHz, and 1,200 kHz. Positioning of the data collected was measured using a range-azimuth tracking system and two global positioning systems (GPS). Although differential GPS was able to provide accurate positions and tracking information during approach- and exit-reach data collection, it was unable to maintain lock on a sufficient number of satellites when the survey vessel was under the bridge or near the piers. The range-azimuth tracking system was used to collect position and tracking information for detailed data collection near the bridge piers. These detailed data indicated local scour ranging from 3 to 8 meters and will permit a field-based evaluation of the ability of various numerical models to compute the hydraulics, depth, geometry, and time-dependent development of local scour.","largerWorkTitle":"Proceedings of the Symposium on Fundamentals and Advancements in Hydraulic Measurements and Experimentation","conferenceTitle":"Proceedings of the Symposium on Fundamentals and Advancements in Hydraulic Measurements and Experimentation","conferenceDate":"1 August 1994 through 5 August 1994","conferenceLocation":"Buffalo, NY, USA","language":"English","publisher":"Publ by ASCE","publisherLocation":"New York, NY, United States","isbn":"0784400369","usgsCitation":"Mueller, D.S., and Landers, M.N., 1994, Real-time data collection of scour at bridges, <i>in</i> Proceedings of the Symposium on Fundamentals and Advancements in Hydraulic Measurements and Experimentation, Buffalo, NY, USA, 1 August 1994 through 5 August 1994, p. 104-113.","startPage":"104","endPage":"113","numberOfPages":"10","costCenters":[],"links":[{"id":228893,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a959fe4b0c8380cd81b26","contributors":{"authors":[{"text":"Mueller, David S. dmueller@usgs.gov","contributorId":1499,"corporation":false,"usgs":true,"family":"Mueller","given":"David","email":"dmueller@usgs.gov","middleInitial":"S.","affiliations":[{"id":502,"text":"Office of Surface Water","active":true,"usgs":true}],"preferred":true,"id":376902,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Landers, Mark N. 0000-0002-3014-0480 landers@usgs.gov","orcid":"https://orcid.org/0000-0002-3014-0480","contributorId":1103,"corporation":false,"usgs":true,"family":"Landers","given":"Mark","email":"landers@usgs.gov","middleInitial":"N.","affiliations":[{"id":502,"text":"Office of Surface Water","active":true,"usgs":true}],"preferred":true,"id":376901,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70017625,"text":"70017625 - 1994 - Sensitivity of northern Sierra Nevada streamflow to climate change","interactions":[],"lastModifiedDate":"2013-02-19T10:53:42","indexId":"70017625","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3718,"text":"Water Resources Bulletin","printIssn":"0043-1370","active":true,"publicationSubtype":{"id":10}},"title":"Sensitivity of northern Sierra Nevada streamflow to climate change","docAbstract":"The sensitivity of streamflow to climate change was investigated in the American, Carson, and Truckee River Basins, California and Nevada. Nine gaging stations were used to represent streamflow in the basins. Annual models were developed by regressing 1961-1991 streamflow data on temperature and precipitation. Climate-change scenarios were used as inputs to the models to determine streamflow sensitivities. Climate-change scenarios were generated from historical time series by modifying mean temperatures by a range of +4??C to -4??C and total precipitation by a range of +25 percent to -25 percent. Results show that streamflow on the warmer, lower west side of the Sierra Nevada generally is more sensitive to temperature and percipitation changes than is streamflow on the colder, higher east side. A 2??C rise in temperature and a 25-percent decrease in precipitation results in streamflow decreases of 56 percent on the American River and 25 percent on the Carson River. A 2??C decline in temperature and a 25-percent increase in precipitation results in streamflow increases of 102 percent on the American River and 22 percent on the Carson River.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Water Resources Bulletin","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"American Water Resources Association","publisherLocation":"Bethesda, MD, United States","doi":"10.1111/j.1752-1688.1994.tb03333.x","issn":"00431370","usgsCitation":"Duell, L., 1994, Sensitivity of northern Sierra Nevada streamflow to climate change: Water Resources Bulletin, v. 30, no. 5, p. 841-859, https://doi.org/10.1111/j.1752-1688.1994.tb03333.x.","startPage":"841","endPage":"859","numberOfPages":"19","costCenters":[],"links":[{"id":267684,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1111/j.1752-1688.1994.tb03333.x"},{"id":228336,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"30","issue":"5","noUsgsAuthors":false,"publicationDate":"2007-06-08","publicationStatus":"PW","scienceBaseUri":"505b8d33e4b08c986b3182cc","contributors":{"authors":[{"text":"Duell, L.F.W.","contributorId":11765,"corporation":false,"usgs":true,"family":"Duell","given":"L.F.W.","email":"","affiliations":[],"preferred":false,"id":377058,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70017907,"text":"70017907 - 1994 - Strong-motion data processing","interactions":[],"lastModifiedDate":"2012-03-12T17:19:21","indexId":"70017907","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Strong-motion data processing","docAbstract":"Processing of strong-motion earthquake accelerograms is now carried out routinely on a world-wide basis. Two international workshops have given participants the opportunity to assess their capabilities. Data from the larger instrumentation networks are disseminated widely. The US Geological Survey's strong-motion network consists largely of film recorders, due to their long reliable life and the relatively slow addition of digital recorders. The USGS processing of film records contains steps which have become necessary in dealing with the triggered nature of these records.","largerWorkTitle":"Structures Congress XII","conferenceTitle":"Proceedings of the Structures Congress '94","conferenceDate":"24 April 1994 through 28 April 1994","conferenceLocation":"Atlanta, GA, USA","language":"English","publisher":"Publ by ASCE","publisherLocation":"New York, NY, United States","isbn":"087262952X","usgsCitation":"Brady, G.A., and Converse, A.M., 1994, Strong-motion data processing, <i>in</i> Structures Congress XII, Atlanta, GA, USA, 24 April 1994 through 28 April 1994, p. 1600-1603.","startPage":"1600","endPage":"1603","numberOfPages":"4","costCenters":[],"links":[{"id":228402,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b9b98e4b08c986b31cfae","contributors":{"authors":[{"text":"Brady, Gerald A.","contributorId":43125,"corporation":false,"usgs":true,"family":"Brady","given":"Gerald","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":377894,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Converse, April M.","contributorId":84521,"corporation":false,"usgs":true,"family":"Converse","given":"April","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":377895,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70017113,"text":"70017113 - 1994 - Electrochemistry and dissolution kinetics of magnetite and ilmenite","interactions":[],"lastModifiedDate":"2023-12-22T00:16:32.66894","indexId":"70017113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1759,"text":"Geochimica et Cosmochimica Acta","active":true,"publicationSubtype":{"id":10}},"title":"Electrochemistry and dissolution kinetics of magnetite and ilmenite","docAbstract":"<p>Natural samples of magnetite and ilmenite were experimentally weathered in pH 1–7 anoxic solutions at temperatures of 2–65 °C. Reaction of magnetite is described as [<i>Fe</i><sup>2+</sup><i>Fe</i><sub>2</sub><sup>3+</sup>]<i>O</i><sub>4(magnetite)</sub><span>&nbsp;</span>+ 2<i>H</i><sup>+</sup><span>&nbsp;</span>→<span>&nbsp;</span><i>γ</i>[<i>Fe</i><sub>2</sub><sup>3+</sup>]<i>O</i><sub>3(maghemite)</sub><span>&nbsp;</span>+<span>&nbsp;</span><i>Fe</i><sup>2+</sup><span>&nbsp;</span>+<span>&nbsp;</span><i>H</i><sub>2</sub><i>O</i>. Dynamic polarization experiments using magnetite electrodes confirmed that this reaction is controlled by two electrochemical half cells, 3[<i>Fe</i><sup>2+</sup><i>Fe</i><sub>2</sub><sup>3+</sup>]<i>O</i><sup>4</sup>(magnetite) → 4<i>γ</i>[<i>Fe</i><sub>2</sub><sup>3+</sup>]<i>O</i><sub>3</sub>(maghemite) +<span>&nbsp;</span><i>Fe</i><sup>2+</sup><span>&nbsp;</span>+ 2<i>e</i><sup>−</sup><span>&nbsp;</span>and [<i>Fe</i><sup>2+</sup><i>Fe</i><sub>2</sub><sup>3+</sup>]<i>O</i><sub>4(magnetite)</sub><span>&nbsp;</span>+ 8<span>&nbsp;</span><i>H</i><sup>+</sup><span>&nbsp;</span>+ 2<i>e</i><sup>−</sup><span>&nbsp;</span>→ 3<i>Fe</i><sup>2+</sup><span>&nbsp;</span>+ 4<i>H</i><sub>2</sub><i>O</i>, which result in solid state Fe<sup>3+</sup><span>&nbsp;</span>reduction, formation of an oxidized layer and release of Fe(II) to solution. XPS data revealed that iron is present in the ferric state in the surfaces of reacted magnetite and ilmenite and that the<span>&nbsp;</span><span class=\"math\"><span id=\"MathJax-Element-1-Frame\" class=\"MathJax_SVG\" data-mathml=\"<math xmlns=&quot;http://www.w3.org/1998/Math/MathML&quot;><mtext>Ti</mtext><mtext>Fe</mtext></math>\"><span class=\"MJX_Assistive_MathML\">TiFe</span></span></span><span>&nbsp;</span>ratio increased with reaction pH for ilmenite.</p><p>Short-term (&lt;36 h) release rates of Fe(II) were linear with time. Between pH 1 and 7, rates varied between 0.3 and 13 × 10<sup>−14</sup><span>&nbsp;</span>mol · cm<sup>−2</sup><span>&nbsp;</span>· s<sup>−1</sup><span>&nbsp;</span>for magnetite and 0.05 and 12.3 × 10<sup>−14</sup><span>&nbsp;</span>mol · cm<sup>−2</sup><span>&nbsp;</span>· s<sup>−1</sup><span>&nbsp;</span>for ilmenite. These rates are two orders of magnitude slower than electrochemical rates determined by Tafel and polarization resistance measurements. Discrepancies are due to both differences in geometric and BET surface area estimates and in the oxidation state of the mineral surface. In long-term closed-system experiments (&lt;120 days), Fe(II) release slowed with time due to the passivation of the surfaces by increasing thicknesses of oxide surface layers. A shrinking core model, coupling surface reaction and diffusion transport, predicted that at neutral pH, the mean residence time for sand-size grains of magnetite and ilmenite will exceed 10<sup>7</sup><span>&nbsp;</span>years. This agrees with long-term stability of these oxides in the geologic record.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0016-7037(94)90420-0","issn":"00167037","usgsCitation":"White, A.F., Peterson, M.L., and Hochella, M., 1994, Electrochemistry and dissolution kinetics of magnetite and ilmenite: Geochimica et Cosmochimica Acta, v. 58, no. 8, p. 1859-1875, https://doi.org/10.1016/0016-7037(94)90420-0.","productDescription":"17 p.","startPage":"1859","endPage":"1875","costCenters":[],"links":[{"id":224961,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"58","issue":"8","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a089fe4b0c8380cd51bbe","contributors":{"authors":[{"text":"White, A. F.","contributorId":36546,"corporation":false,"usgs":true,"family":"White","given":"A.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":375464,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peterson, M. L.","contributorId":49930,"corporation":false,"usgs":false,"family":"Peterson","given":"M.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":375465,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hochella, M.F. Jr.","contributorId":30765,"corporation":false,"usgs":true,"family":"Hochella","given":"M.F.","suffix":"Jr.","affiliations":[],"preferred":false,"id":375463,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70017636,"text":"70017636 - 1994 - Profile development for the Spatial Data Transfer Standard","interactions":[],"lastModifiedDate":"2023-09-21T15:06:03.1595","indexId":"70017636","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1192,"text":"Cartography and Geographic Information Systems","active":true,"publicationSubtype":{"id":10}},"title":"Profile development for the Spatial Data Transfer Standard","docAbstract":"<p><span>The Spatial Data Transfer Standard (SDTS), or Federal Information Processing Standard (FIPS) 173, is designed to support all types of spatial data. Implementing all of the standard's options at one time is impractical. Therefore, implementation of the SDTS is being accomplished through the use of profiles. Profiles are clearly defined, limited subsets of the SDTS created for use with a specific type or model of data and designed with as few options as possible. When a profile is proposed, specific choices are made for encoding possibilities that were not addressed, left optional, or left with numerous choices within the SDTS. Profile development is coordinated by the U.S. Geological SUIVey's SDTS Task Force. When completed, profiles are submitted to the National Institute of Standards and Technology (NIST) for approval as official amendments to the SDTS. The first profile, the Topological Vector Profile (TVP), has been completed. A Raster Profile has been tested and is being finalized for submission to the NIST. Other vector profiles, such as those for network and nontopological data, are also being considered as future implementation options for the SDTS.</span></p>","language":"English","publisher":"Taylor & Francis","doi":"10.1559/152304094782602908","usgsCitation":"Szemraj, J.A., Fegeas, R.G., and Tolar, B.R., 1994, Profile development for the Spatial Data Transfer Standard: Cartography and Geographic Information Systems, v. 21, no. 3, p. 150-154, https://doi.org/10.1559/152304094782602908.","productDescription":"5 p.","startPage":"150","endPage":"154","numberOfPages":"5","costCenters":[],"links":[{"id":228522,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"21","issue":"3","noUsgsAuthors":false,"publicationDate":"2013-03-14","publicationStatus":"PW","scienceBaseUri":"505a8dffe4b0c8380cd7ef61","contributors":{"authors":[{"text":"Szemraj, John A.","contributorId":42735,"corporation":false,"usgs":true,"family":"Szemraj","given":"John","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":377100,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fegeas, Robin G.","contributorId":27033,"corporation":false,"usgs":true,"family":"Fegeas","given":"Robin","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":377098,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tolar, Billy R.","contributorId":29974,"corporation":false,"usgs":true,"family":"Tolar","given":"Billy","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":377099,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70017063,"text":"70017063 - 1994 - Potential-field sounding using Euler's homogeneity equation and Zidarov bubbling","interactions":[],"lastModifiedDate":"2024-04-18T15:22:34.354762","indexId":"70017063","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1808,"text":"Geophysics","active":true,"publicationSubtype":{"id":10}},"title":"Potential-field sounding using Euler's homogeneity equation and Zidarov bubbling","docAbstract":"<p><span>Potential-field (gravity) data are transformed into a physical-property (density) distribution in a lower half-space, constrained solely by assumed upper bounds on physical-property contrast and data error. A two-step process is involved. The data are first transformed to an equivalent set of line (2-D case) or point (3-D case) sources, using Euler's homogeneity equation evaluated iteratively on the largest residual data value. Then, mass is converted to a volume-density product, constrained to an upper density bound, by 'bubbling,' which exploits circular or radial expansion to redistribute density without changing the associated gravity field. The method can be developed for gravity or magnetic data in two or three dimensions. The results can provide a beginning for interpretation of potential-field data where few independent constraints exist, or more likely, can be used to develop models and confirm or extend interpretation of other geophysical data sets.</span></p>","language":"English","publisher":"Society of Exploration Geophysicists","publisherLocation":"Tulsa, OK, United States","doi":"10.1190/1.1443649","issn":"00168033","usgsCitation":"Cordell, L., 1994, Potential-field sounding using Euler's homogeneity equation and Zidarov bubbling: Geophysics, v. 59, no. 6, p. 902-908, https://doi.org/10.1190/1.1443649.","productDescription":"7 p.","startPage":"902","endPage":"908","numberOfPages":"7","costCenters":[],"links":[{"id":224817,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"59","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a7f79e4b0c8380cd7ab35","contributors":{"authors":[{"text":"Cordell, Lindrith","contributorId":40573,"corporation":false,"usgs":true,"family":"Cordell","given":"Lindrith","affiliations":[],"preferred":false,"id":375288,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70017088,"text":"70017088 - 1994 - Seismicity trends and potential for large earthquakes in the Alaska-Aleutian region","interactions":[],"lastModifiedDate":"2012-03-12T17:18:48","indexId":"70017088","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3209,"text":"Pure and Applied Geophysics PAGEOPH","active":true,"publicationSubtype":{"id":10}},"title":"Seismicity trends and potential for large earthquakes in the Alaska-Aleutian region","docAbstract":"The high likelihood of a gap-filling thrust earthquake in the Alaska subduction zone within this decade is indicated by two independent methods: analysis of historic earthquake recurrence data and time-to-failure analysis applied to recent decades of instrumental data. Recent (May 1993) earthquake activity in the Shumagin Islands gap is consistent with previous projections of increases in seismic release, indicating that this segment, along with the Alaska Peninsula segment, is approaching failure. Based on this pattern of accelerating seismic release, we project the occurrence of one or more M???7.3 earthquakes in the Shumagin-Alaska Peninsula region during 1994-1996. Different segments of the Alaska-Aleutian seismic zone behave differently in the decade or two preceding great earthquakes, some showing acceleration of seismic release (type \"A\" zones), while others show deceleration (type \"D\" zones). The largest Alaska-Aleutian earthquakes-in 1957, 1964, and 1965-originated in zones that exhibit type D behavior. Type A zones currently showing accelerating release are the Shumagin, Alaska Peninsula, Delarof, and Kommandorski segments. Time-to-failure analysis suggests that the large earthquakes could occur in these latter zones within the next few years. ?? 1994 Birkha??user Verlag.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Pure and Applied Geophysics PAGEOPH","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisherLocation":"Birkha??user-Verlag","doi":"10.1007/BF00875969","issn":"00334553","usgsCitation":"Bufe, C., Nishenko, S., and Varnes, D.J., 1994, Seismicity trends and potential for large earthquakes in the Alaska-Aleutian region: Pure and Applied Geophysics PAGEOPH, v. 142, no. 1, p. 83-99, https://doi.org/10.1007/BF00875969.","startPage":"83","endPage":"99","numberOfPages":"17","costCenters":[],"links":[{"id":224527,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":205499,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF00875969"}],"volume":"142","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b8bc8e4b08c986b317a99","contributors":{"authors":[{"text":"Bufe, C. G.","contributorId":79443,"corporation":false,"usgs":true,"family":"Bufe","given":"C. G.","affiliations":[],"preferred":false,"id":375356,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nishenko, S.P.","contributorId":8072,"corporation":false,"usgs":true,"family":"Nishenko","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":375355,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Varnes, D. J.","contributorId":85201,"corporation":false,"usgs":true,"family":"Varnes","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":375357,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70017335,"text":"70017335 - 1994 - Effects of polar and nonpolar groups on the solubility of organic compounds in soil organic matter","interactions":[],"lastModifiedDate":"2019-02-27T08:18:15","indexId":"70017335","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1565,"text":"Environmental Science & Technology","onlineIssn":"1520-5851","printIssn":"0013-936X","active":true,"publicationSubtype":{"id":10}},"title":"Effects of polar and nonpolar groups on the solubility of organic compounds in soil organic matter","docAbstract":"<p>Vapor sorption capacities on a high-organic-content peat, a model for soil organic matter (SOM), were determined at room temperature for the following liquids: n-hexane, 1,4-dioxane, nitroethane, acetone, acetonitrile, 1-propanol, ethanol, and methanol. The linear organic vapor sorption is in keeping with the dominance of vapor partition in peat SOM. These data and similar results of carbon tetrachloride (CT), trichloroethylene (TCE), benzene, ethylene glycol monoethyl ether (EGME), and water on the same peat from earlier studies are used to evaluate the effect of polarity on the vapor partition in SOM. The extrapolated liquid solubility from the vapor isotherm increases sharply from 3-6 wt % for low-polarity liquids (hexane, CT, and benzene) to 62 wt % for polar methanol and correlates positively with the liquid's component solubility parameters for polar interaction and hydrogen bonding. The same polarity effect may be expected to influence the relative solubilities of a variety of contaminants in SOM and, therefore, the relative deviations between the SOM-water partition coefficients (Kom) and corresponding octanol-water partition coefficients (Kow) for different classes of compounds. The large solubility disparity in SOM between polar and nonpolar solutes suggests that the accurate prediction of Kom from Kow or Sw (solute water solubility) would be limited to compounds of similar polarity.</p>","language":"English","publisher":"ACS","doi":"10.1021/es00055a026","issn":"0013936X","usgsCitation":"Chiou, C.T., and Kile, D.E., 1994, Effects of polar and nonpolar groups on the solubility of organic compounds in soil organic matter: Environmental Science & Technology, v. 28, no. 6, p. 1139-1144, https://doi.org/10.1021/es00055a026.","productDescription":"6 p.","startPage":"1139","endPage":"1144","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":224790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"28","issue":"6","noUsgsAuthors":false,"publicationDate":"2002-05-01","publicationStatus":"PW","scienceBaseUri":"505a0783e4b0c8380cd51727","contributors":{"authors":[{"text":"Chiou, C. T.","contributorId":97080,"corporation":false,"usgs":true,"family":"Chiou","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":376168,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kile, D. E.","contributorId":22758,"corporation":false,"usgs":true,"family":"Kile","given":"D.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":376167,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70186981,"text":"70186981 - 1994 - Further discussions on the relationship between cumulated intercepted solar radiation and crop growth","interactions":[],"lastModifiedDate":"2017-04-19T12:20:37","indexId":"70186981","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":681,"text":"Agricultural and Forest Meteorology","active":true,"publicationSubtype":{"id":10}},"title":"Further discussions on the relationship between cumulated intercepted solar radiation and crop growth","docAbstract":"<p><span>A strong correlation exists between intercepted solar radiation and crop growth. We cautioned that many derivations of the functional relationship between solar energy and biomass use cumulated data, and therefore have logical and arithmetic weaknesses. We examined the growth response of plants to solar energy by using rates of change, of both interception and growth. Our analysis revealed that measurements of light interception can only establish the relationship a posteriori. Replacing interception data with normalized random numbers did not change the quality of the relations. Several scientists have contested our views. This article reconfirms the general validity of our analysis and of our conclusions, that it is not possible to determine plant growth on the sole basis of intercepted solar energy.</span></p>","language":"English","publisher":"Elsevier ","doi":"10.1016/0168-1923(94)90040-X","usgsCitation":"Demetriades-Shah, T., Fuchs, M., Kanemasu, E., and Flitcroft, I., 1994, Further discussions on the relationship between cumulated intercepted solar radiation and crop growth: Agricultural and Forest Meteorology, v. 68, no. 3-4, p. 231-242, https://doi.org/10.1016/0168-1923(94)90040-X.","productDescription":"12 p.","startPage":"231","endPage":"242","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":339964,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"68","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58f877fee4b0b7ea54521c91","contributors":{"authors":[{"text":"Demetriades-Shah, T.H.","contributorId":191050,"corporation":false,"usgs":false,"family":"Demetriades-Shah","given":"T.H.","email":"","affiliations":[],"preferred":false,"id":691660,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fuchs, M.","contributorId":191051,"corporation":false,"usgs":false,"family":"Fuchs","given":"M.","email":"","affiliations":[],"preferred":false,"id":691661,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kanemasu, E.T.","contributorId":191052,"corporation":false,"usgs":false,"family":"Kanemasu","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":691662,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Flitcroft, I.D.","contributorId":191053,"corporation":false,"usgs":false,"family":"Flitcroft","given":"I.D.","email":"","affiliations":[],"preferred":false,"id":691663,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":54946,"text":"wdrPA932 - 1994 - Water resources data, Pennsylvania, water year 1993. Volume 2. Susquehanna and Potomac River basins","interactions":[],"lastModifiedDate":"2025-03-14T19:20:16.201436","indexId":"wdrPA932","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"PA-93-2","title":"Water resources data, Pennsylvania, water year 1993. Volume 2. Susquehanna and Potomac River basins","docAbstract":"<p>Water resources data for the 1993 water year for Pennsylvania consist of records of discharge and water quality of streams; contents and elevations of lakes and reservoirs; and water levels and water quality of ground-water wells. This report, Volume 2, includes records from the Susquehanna and Potomac River Basins. Specifically, Volume 2 contains (1) discharge records for 97 continuous-record streamflow gaging stations and 39 partial-record stations; (2) elevation and contents records for 13 lakes and reservoirs; and (3) water-level records for 25 observation wells. The location of these sites is shown in figures 6-8. Additional water data collected at various sites not involved in the systematic data-collection program are also presented. These data together with the data in Volumes 1 and 3, represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, local, and Federal agencies in Pennsylvania. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrPA932","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources, the U.S. Army Corps of Engineers, Baltimore District, the Susquehanna River Basin Commission, and with other State, municipal, and Federal agencies","usgsCitation":"Durlin, R., and Schaffstall, W., 1994, Water resources data, Pennsylvania, water year 1993. Volume 2. 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,{"id":61305,"text":"mf2081G - 1994 - Maps showing interpretation, using R-mode factor analysis, of trace-element abundances in heavy-mineral concentrate samples, Delta 1° x 2° quadrangle, Utah","interactions":[],"lastModifiedDate":"2022-09-01T19:04:20.674893","indexId":"mf2081G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2081","chapter":"G","title":"Maps showing interpretation, using R-mode factor analysis, of trace-element abundances in heavy-mineral concentrate samples, Delta 1° x 2° quadrangle, Utah","docAbstract":"A set of heavy-mineral concentrate data for the Delta 1° x 2° quadrangle, Utah Conterminous U.S. Mineral Assessment Program (CUSMAP) project was compiled from results of analyses of samples collected during the National Uranium Resource Evaluation Program (SURE), as well as results obtained from samples collected more recently by the USGS. Data results, sampling methods, and analytical methods are provided in Abrogast and others, 1993; 1990; 1988a; 1988b). A similar report, discussing results obtained from stream-sediment samples, is presented in Zimbelman (1993a). The Delta 1° x 2° quadrangle, Utah (figure 1) contains a variety of hydrothermal mineral deposit types, including porphyry-, vein-, replacement-, and Carlin-type deposits. These deposit types have been worked for commodities including gold, silver, beryllium, uranium, lead, zinc, copper, manganese, and cadmium (Lindsey, 1977; Morris and Mogensen, 1978; Zimbelman and others, 1990; Zimbelman and others, 1988). Heavy-mineral concentrate and stream-sediment samples derived from these hydrothermally altered rocks typically contain many geochemical anomalies (for example, see Zimbelman 1993b, c, d). Element associations characterizing lithology and hydrothermal mineral deposits can be distinguished using R-mode factor analysis. This tool often is useful in reconnaissance-scale surveys where sample anomalies are often weak. and single-element distributions may not help to delineate targets. R-mode factors analysis can help identify geologic trends and areas most likely to contain the mineral deposits. R-mode factor analysis was performed on a data set of results of analyses for 19 elements in 643 samples and produced a six-factor model. These six factors represent the geochemical contributions to the data set provided by lithologic and mineralization processes, The distribution of samples that contain high scores for mineralization-related factors is widespread in the Delta quadrangle. These sample sites are though to relate to both known prospect and mineralization areas, as well as define new areas that are geochemically favorable to contain altered or mineralized rocks.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf2081G","usgsCitation":"Zimbelman, D.R., 1994, Maps showing interpretation, using R-mode factor analysis, of trace-element abundances in heavy-mineral concentrate samples, Delta 1° x 2° quadrangle, Utah: U.S. Geological Survey Miscellaneous Field Studies Map 2081, 2 Plates: 43.24 x 59.05 inches and 44.52 x 58.91 inches, https://doi.org/10.3133/mf2081G.","productDescription":"2 Plates: 43.24 x 59.05 inches and 44.52 x 58.91 inches","costCenters":[],"links":[{"id":406086,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5688.htm","linkFileType":{"id":5,"text":"html"}},{"id":186909,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf2081g.jpg"},{"id":284431,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2081-G/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":284432,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2081-G/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Utah","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.0,39.0 ], [ -114.0,40.0 ], [ -112.0,40.0 ], [ -112.0,39.0 ], [ -114.0,39.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd6636e4b0b2908510096e","contributors":{"authors":[{"text":"Zimbelman, David R.","contributorId":58253,"corporation":false,"usgs":true,"family":"Zimbelman","given":"David","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":265362,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":54388,"text":"wdrAR931 - 1994 - Water resources data, Arkansas, water year 1993","interactions":[],"lastModifiedDate":"2020-09-15T20:12:08.449935","indexId":"wdrAR931","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AR-93-1","title":"Water resources data, Arkansas, water year 1993","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrAR931","usgsCitation":"Westerfield, P., Evans, D., and Porter, J., 1994, Water resources data, Arkansas, water year 1993: U.S. Geological Survey Water Data Report AR-93-1, x, 528 p., https://doi.org/10.3133/wdrAR931.","productDescription":"x, 528 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,{"id":70187022,"text":"70187022 - 1994 - Mapping raster imagery to the interrupted Goode Homolosine projection","interactions":[],"lastModifiedDate":"2017-04-19T12:55:05","indexId":"70187022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2068,"text":"International Journal of Remote Sensing","active":true,"publicationSubtype":{"id":10}},"title":"Mapping raster imagery to the interrupted Goode Homolosine projection","docAbstract":"<p><span>Because of the increasing emphasis on global monitoring, processing remotely-sensed raster image data onto global map projections has become an important issue. One class of map projections, interrupted equal-area projections, is especially useful for this purpose. The use of the Interrupted Goode Homolosine map projection for the Global Land Advanced Very High Resolution Radiometer (AVHRR) 1 km project and the AVHRR Pathfinder project has produced a map that is both attractive to the viewer and useful for data analysis. This interrupted, composite, equal-area map projection uses the Sinusoidal projection for low latitudes and the Mollweide projection for high latitudes and is broken into 12 regions, each with its own central meridian. This combination of projections helps to preserve the shape of the land masses and results in a map that has less distortion than an uninterrupted global map. The use of the interrupted projection also simplifies the processing and management of larger data sets, because the data can be processed either separately in the component projections that make up the interrupted projection or directly onto the interrupted projection.</span></p>","language":"English","publisher":"Taylor & Francis Online","doi":"10.1080/01431169408954340","usgsCitation":"Steinwand, D., 1994, Mapping raster imagery to the interrupted Goode Homolosine projection: International Journal of Remote Sensing, v. 15, no. 17, p. 3463-3471, https://doi.org/10.1080/01431169408954340.","productDescription":"9 p.","startPage":"3463","endPage":"3471","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":339967,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"15","issue":"17","noUsgsAuthors":false,"publicationDate":"2007-05-10","publicationStatus":"PW","scienceBaseUri":"58f877fde4b0b7ea54521c8e","contributors":{"authors":[{"text":"Steinwand, D.R.","contributorId":84806,"corporation":false,"usgs":true,"family":"Steinwand","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":691934,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55090,"text":"wdrWI932 - 1994 - Water Resources Data, Wisconsin, Water Year 1993. Volume 2. Upper Mississippi River Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:11:38","indexId":"wdrWI932","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WI-93-2","title":"Water Resources Data, Wisconsin, Water Year 1993. Volume 2. Upper Mississippi River Basin","language":"ENGLISH","doi":"10.3133/wdrWI932","usgsCitation":"Holmstrom, B.K., Kammerer, P., and Ellefson, B., 1994, Water Resources Data, Wisconsin, Water Year 1993. Volume 2. Upper Mississippi River Basin: U.S. Geological Survey Water Data Report WI-93-2, 406 p., https://doi.org/10.3133/wdrWI932.","productDescription":"406 p.","numberOfPages":"406","costCenters":[],"links":[{"id":178290,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1993/wi-93-2/report-thumb.jpg"},{"id":87921,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1993/wi-93-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa554","contributors":{"authors":[{"text":"Holmstrom, B. K.","contributorId":90728,"corporation":false,"usgs":true,"family":"Holmstrom","given":"B.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":252633,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kammerer, P.A.","contributorId":21943,"corporation":false,"usgs":true,"family":"Kammerer","given":"P.A.","affiliations":[],"preferred":false,"id":252631,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ellefson, B.R.","contributorId":83927,"corporation":false,"usgs":true,"family":"Ellefson","given":"B.R.","email":"","affiliations":[],"preferred":false,"id":252632,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70186272,"text":"70186272 - 1994 - Simulations of the origin of fluid pressure, fracture gen­ eration, and the movement of fluids in the Uinta Basin, Utah","interactions":[],"lastModifiedDate":"2017-04-03T13:38:37","indexId":"70186272","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":605,"text":"AAPG Bulletin","printIssn":"0149-1423","active":true,"publicationSubtype":{"id":10}},"title":"Simulations of the origin of fluid pressure, fracture gen­ eration, and the movement of fluids in the Uinta Basin, Utah","docAbstract":"<p>The Altamont oil field in the deep Uinta basin is known to have reservoir fluid pressures that approach lithostatic. One explanation for this high pore-fluid pressure is the generation of oil from kerogen in the Green River oil shale at depth. A three-dimensional simulation of flow in the basin was done to test this hypothesis.</p><p>In the flow simulation, oil generation is included as a fluid source. The kinetics of oil generation from oil shale is a function of temperature. The temperature is controlled by (1) the depth of sediment burial and (2) the geothermal gradient.</p><p>Using this conceptual model, the pressure buildup results from the trade-off between the rate of oil generation and the flow away from the source volume. The pressure increase depends primarily on (1) the rate of the oil-generation reaction and (2) the permeability of the reservoir rocks. A sensitivity analysis was performed in which both of these parameters were systematically varied. The reservoir permeability must be lower than most of the observed data for the pressure to build up to near lithostatic.</p><p>The results of the simulations indicated that once oil generation was initiated, the pore pressure built up rapidly to near lithostatic. We simulated hydrofractures in that part of the system in which the pressures approach lithostatic by increasing both the horizontal and the vertical permeability by an order of magnitude. Because the simulated hydrofractures were produced by the high pore pressure, they were restricted to the Altamont field. A new flow system was established in the vicinity of the reservoir; the maximum pore pressure was limited by the least principal stress. Fluids moved vertically up and down and laterally outward away from the source of oil generation. The analysis indicated that, assuming that one is willing to accept the low values of permeability, oil generati n can account for the observed high pressures at Altamont field.</p>","language":"English","publisher":"Datapages, Inc.","doi":"10.1306/A25FF279-171B-11D7-8645000102C1865D","usgsCitation":"Bredehoeft, J., Wesley, J., and Fouch, T.D., 1994, Simulations of the origin of fluid pressure, fracture gen­ eration, and the movement of fluids in the Uinta Basin, Utah: AAPG Bulletin, v. 78, no. 11, p. 1729-1747, https://doi.org/10.1306/A25FF279-171B-11D7-8645000102C1865D.","productDescription":"19 p.","startPage":"1729","endPage":"1747","costCenters":[],"links":[{"id":339053,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"78","issue":"11","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58e35f91e4b09da67997ed04","contributors":{"authors":[{"text":"Bredehoeft, J.D.","contributorId":12836,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"J.D.","affiliations":[],"preferred":false,"id":688100,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wesley, J.B.","contributorId":93940,"corporation":false,"usgs":true,"family":"Wesley","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":688101,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fouch, T. D.","contributorId":68333,"corporation":false,"usgs":true,"family":"Fouch","given":"T.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":688102,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26281,"text":"wri934025 - 1994 - Precision and accuracy of manual water-level measurements taken in the Yucca Mountain area, Nye County, Nevada, 1988-90","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri934025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","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":"93-4025","title":"Precision and accuracy of manual water-level measurements taken in the Yucca Mountain area, Nye County, Nevada, 1988-90","docAbstract":"Water-level measurements have been made in deep boreholes in the Yucca Mountain area, Nye County, Nevada, since 1983 in support of the U.S. Department of Energy's Yucca Mountain Project, which is an evaluation of the area to determine its suitability as a potential storage area for high-level nuclear waste. Water-level measurements were taken either manually, using various water-level measuring equipment such as steel tapes, or they were taken continuously, using automated data recorders and pressure transducers. This report presents precision range and accuracy data established for manual water-level measurements taken in the Yucca Mountain area, 1988-90. Precision and accuracy ranges were determined for all phases of the water-level measuring process, and overall accuracy ranges are presented. Precision ranges were determined for three steel tapes using a total of 462 data points. Mean precision ranges of these three tapes ranged from 0.014 foot to 0.026 foot. A mean precision range of 0.093 foot was calculated for the multiconductor cable, using 72 data points. Mean accuracy values were calculated on the basis of calibrations of the steel tapes and the multiconductor cable against a reference steel tape. The mean accuracy values of the steel tapes ranged from 0.053 foot, based on three data points to 0.078, foot based on six data points. The mean accuracy of the multiconductor cable was O. 15 foot, based on six data points. Overall accuracy of the water-level measurements was calculated by taking the square root of the sum of the squares of the individual accuracy values. Overall accuracy was calculated to be 0.36 foot for water-level measurements taken with steel tapes, without accounting for the inaccuracy of borehole deviations from vertical. An overall accuracy of 0.36 foot for measurements made with steel tapes is considered satisfactory for this project.","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934025","usgsCitation":"Boucher, M., 1994, Precision and accuracy of manual water-level measurements taken in the Yucca Mountain area, Nye County, Nevada, 1988-90: U.S. Geological Survey Water-Resources Investigations Report 93-4025, iv, 18 p. :ill. ;28 cm., https://doi.org/10.3133/wri934025.","productDescription":"iv, 18 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158222,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4025/report-thumb.jpg"},{"id":55089,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ce50","contributors":{"authors":[{"text":"Boucher, M.S.","contributorId":70020,"corporation":false,"usgs":true,"family":"Boucher","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":196109,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":54715,"text":"wdrMO941 - 1994 - Water resources data, Missouri, water year 1994","interactions":[],"lastModifiedDate":"2025-12-02T15:45:41.247713","indexId":"wdrMO941","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MO-94-1","title":"Water resources data, Missouri, water year 1994","docAbstract":"<p>The U.S. Geological Survey, Water Resources Division, in cooperation with local, State, and Federal agencies and organizations, obtains a large quantity of data pertaining to the water resources of Missouri each water year (October 1 to September 30). These data, accumulated during the water years, constitute a valuable data base for developing an improved understanding of the water resources of Missouri.</p><p>Water-resources data for the 1994 water year for Missouri consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and ground-water levels. This volume contains discharge records for 102 gaging stations; stage at 12 lakes and reservoirs; water quality at 54 sampling stations (including 2 lakes and reservoirs); and water-level records for 8 ground-water monitoring wells.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMO941","collaboration":"Prepared in cooperation with the Missouri Department of Natural Resources, Division of Geology and Land Survey and Division of Environmental Quality; Missouri Highway and Transportation Commission; and with other State and Federal agencies","usgsCitation":"Reed, H., Perkins, T., and Gray, G., 1994, Water resources data, Missouri, water year 1994: U.S. Geological Survey Water Data Report MO-94-1, xvi, 338 p., https://doi.org/10.3133/wdrMO941.","productDescription":"xvi, 338 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