{"pageNumber":"191","pageRowStart":"4750","pageSize":"25","recordCount":6233,"records":[{"id":43990,"text":"ofr89614 - 1990 - Time-of-travel of solutes in the Trinity River from Dallas to Trinidad, Texas, May and August 1987","interactions":[],"lastModifiedDate":"2016-08-23T15:50:52","indexId":"ofr89614","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-614","title":"Time-of-travel of solutes in the Trinity River from Dallas to Trinidad, Texas, May and August 1987","docAbstract":"

The U.S. Geological Survey (USGS), in cooperation with the city of Dallas, conducted a study of the time of travel of solutes during moderate flow conditions in a reach of the Trinity River from the outfall of the Dallas Central Wastewater Treatment Plant (DCWTP) to the USGS streamflow-gaging station 08062700, Trinity River at Trinidad, in May and August 1987.  Previous USGS time-of-travel studies of this reach of the river (Ollman, 1973; 1975) provided low- and moderate-flow data.  The data were included in the calibrartion of a mathematical water-quality model used by the city of Dallas and other public and private entities involved in water resources managemnt of the area.  The purpose of this study was to provide additional data to extend calibration of that model to include moderately higher streamflow conditions.

","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/ofr89614","issn":"ma","collaboration":"Prepared in cooperation with the City of Dallas","usgsCitation":"Gain, W.S., 1990, Time-of-travel of solutes in the Trinity River from Dallas to Trinidad, Texas, May and August 1987: U.S. Geological Survey Open-File Report 89-614, 35.77 x 24.93 inches, https://doi.org/10.3133/ofr89614.","productDescription":"35.77 x 24.93 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":169007,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr89614.PNG"},{"id":81408,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0614/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"Dallas, Trinidad","otherGeospatial":"Trinity River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -96.90216064453125,\n 32.150036509965304\n ],\n [\n -96.90216064453125,\n 32.856518010109575\n ],\n [\n -96.06170654296875,\n 32.856518010109575\n ],\n [\n -96.06170654296875,\n 32.150036509965304\n ],\n [\n -96.90216064453125,\n 32.150036509965304\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b545","contributors":{"authors":[{"text":"Gain, W. Scott wsgain@usgs.gov","contributorId":346,"corporation":false,"usgs":true,"family":"Gain","given":"W.","email":"wsgain@usgs.gov","middleInitial":"Scott","affiliations":[{"id":6676,"text":"USGS (retired)","active":true,"usgs":false}],"preferred":true,"id":228945,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28511,"text":"wri894128 - 1990 - Hydrogeology of aquifers in Cretaceous and younger rocks in the vicinity of Onslow and southern Jones counties, North Carolina","interactions":[],"lastModifiedDate":"2017-01-27T09:55:25","indexId":"wri894128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4128","title":"Hydrogeology of aquifers in Cretaceous and younger rocks in the vicinity of Onslow and southern Jones counties, North Carolina","docAbstract":"Unconsolidated sediments in Onslow and Jones Counties, North Carolina overlie crystalline basement rocks and range in thickness from about 700 ft to more than 1,800 ft, thickening toward the east. This material is composed of permeable sand and limestone interlayered with relatively impermeable clay and silt beds. Sediments are divided into two groups: aquifers in Quaternary-, and Tertiary-aged rocks and aquifers in Cretaceous-aged rocks. Aquifers in the Cretaceous rocks provide most of the groundwater for public supplies and are the focus of this report. The aquifers in Cretaceous rocks are the Peedee, Black Creek, upper Cape Fear, and lower Cape Fear aquifers, which are composed of beds or groups of beds of sand and gravel. Each aquifer is overlain by a clay and silt bed, that impedes the flow of water between aquifers. The thickness of Cretaceous hydrogeologic units ranges from about 700 ft to more than 1, 300 ft. Hydrogeologic units are correlated using 60 geophysical logs and accompanying drillers ' logs along with water level and water quality data. Three hydrogeologic sections demonstrate the continuity of the aquifers and confining units, show water levels and chloride concentration in water from test intervals, and delineate where chloride concentration in water exceeds 250 mg/L within each aquifer. Maps of each aquifer in Cretaceous rocks show altitude of its top, thickness, sand percentage, and the transition from freshwater to saltwater. Maps of the confining units show thickness and sand percentage of each.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894128","usgsCitation":"Lyke, W., and Winner, M.D., 1990, Hydrogeology of aquifers in Cretaceous and younger rocks in the vicinity of Onslow and southern Jones counties, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 89-4128, v, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri894128.","productDescription":"v, 49 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57306,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124309,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4128/report-thumb.jpg"},{"id":57307,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57308,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57309,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57310,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57311,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57312,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4128/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57313,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4128/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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D. Jr.","contributorId":51766,"corporation":false,"usgs":true,"family":"Winner","given":"M.","suffix":"Jr.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199938,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":18669,"text":"ofr90136 - 1990 - Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; I, Geochemical assessment","interactions":[{"subject":{"id":18669,"text":"ofr90136 - 1990 - Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; I, Geochemical assessment","indexId":"ofr90136","publicationYear":"1990","noYear":false,"title":"Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; I, Geochemical assessment"},"predicate":"SUPERSEDED_BY","object":{"id":70042508,"text":"70042508 - 1991 - Groundwater flow and solute movement to drain laterals, western San Joaquin Valley, California: 1. Geochemical assessment","indexId":"70042508","publicationYear":"1991","noYear":false,"title":"Groundwater flow and solute movement to drain laterals, western San Joaquin Valley, California: 1. Geochemical assessment"},"id":1}],"supersededBy":{"id":70042508,"text":"70042508 - 1991 - Groundwater flow and solute movement to drain laterals, western San Joaquin Valley, California: 1. Geochemical assessment","indexId":"70042508","publicationYear":"1991","noYear":false,"title":"Groundwater flow and solute movement to drain laterals, western San Joaquin Valley, California: 1. Geochemical assessment"},"lastModifiedDate":"2018-11-19T12:24:36","indexId":"ofr90136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"90-136","title":"Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; I, Geochemical assessment","docAbstract":"

A study was undertaken to quantitatively evaluate the hydrologic processes affecting the chemical and isotopic composition of drain-lateral water in a drained agricultural field in the western San Joaquin Valley, California. The results of chemical and isotopic analysis of the samples and analysis of hydraulic-head data and drain-lateral flow data elucidate the process of mixing of deep and shallow ground water entering the drain laterals. The deep ground water was subject to partial evaporation prior to drainage-system installation and has been displaced downward (at depths greater than 6 meters) in the ground-water system. This ground water is flowing toward the drain laterals. The percentage of the deep, isotopically enriched ground water entering the drain laterals varies with time and between drain laterals. The percentage of the total drain-lateral flow, which is deep ground-water flow, is about 30 percent for the shallow drain lateral (1.8 meters below land surface) and 60 percent for the deep drain lateral (2.7 meters below land surface). During irrigation, the percentages decrease to 0 and 30 percent for the shallow and deep drain laterals, respectively.

Selenium loads in the drain laterals vary with time and between drain laterals. The selenium load for the shallow drain lateral (68 kilograms) during 1 year is 21 percent of the load for the deep drain lateral (332 kilograms) because it collects less deep, high-selenium ground water and does not flow continuously. Although selenium concentrations in the drain-lateral water decreased during irrigation, selenium loads increased substantially during a preplant irrigation because of increased flow into the drain laterals. The selenium loads during 8 days of irrigation represented a substantial percentage (25 percent for the shallow drain lateral and 11 percent for the deep drain lateral) of the total selenium load for 1 year.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr90136","usgsCitation":"Deverel, S.J., and Fio, J., 1990, Ground-water flow and solute movement to drain laterals, western San Joaquin Valley, California; I, Geochemical assessment: U.S. Geological Survey Open-File Report 90-136, iv, 23 p., https://doi.org/10.3133/ofr90136.","productDescription":"iv, 23 p.","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":151900,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0136/report-thumb.jpg"},{"id":359564,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0136/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Joaquin Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -121.84,35.06 ], [ -121.84,38.17 ], [ -118.67,38.17 ], [ -118.67,35.06 ], [ -121.84,35.06 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d5f9","contributors":{"authors":[{"text":"Deverel, S. J.","contributorId":65478,"corporation":false,"usgs":true,"family":"Deverel","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":179532,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fio, J.L.","contributorId":56662,"corporation":false,"usgs":true,"family":"Fio","given":"J.L.","affiliations":[],"preferred":false,"id":179531,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38423,"text":"pp1493 - 1990 - Aggradation and degradation of alluvial sand deposits, 1965 to 1986, Colorado River, Grand Canyon National Park, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:09:53","indexId":"pp1493","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1493","title":"Aggradation and degradation of alluvial sand deposits, 1965 to 1986, Colorado River, Grand Canyon National Park, Arizona","docAbstract":"Alluvial sand deposits along the Colorado River in Grand Canyon National Park are used as campsites and are substrate for vegetation. The largest and most numerous of these deposits are formed in zones of recirculating current that are created downstream from where the channel is constricted by debris fans at tributary mouths. Alluvial sand deposits are classified by location and form. Separation and reattachment deposits are downstream from constrictions within recirculation zones. Separation deposits are near the point of flow separation and typically mantle large debris fans. \r\n\r\nReattachment deposits are near the point of flow reattachment and project upstream beneath much of the zone of recirculating current. Upper-pool deposits are upstream from a constriction and are associated with backwaters. Channel-margin deposits line the channel and have the form of terraces. Some are created in small recirculation zones. Reattachment and channel-margin deposits are largest and most numerous in wide reaches, although small channel-margin deposits are used as campsites in the narrow Muav Gorge. Separation deposits are more uniformly distributed throughout Grand Canyon National Park than are other types of deposits. In some narrow reaches where the number of alluvial sand deposits used as campsites is small, separation deposits are a high percentage of the total. \r\n\r\nDuring high flows, both separation and reattachment deposits are initially scoured but are subsequently redeposited during flow recession. Sand is also exchanged between the main channel and recirculation zones. The rate of recession of high flows can affect the elevation of alluvial deposits that are left exposed after a flood has passed. Fluctuating flows that follow a period of steady discharge cause initial erosion of separation and reattachment deposits. A part of this eroded sand is transported to the main channel. Therefore, sand is exchanged between the main channel and recirculation zones and redistributed within recirculation zones over a broad range of discharges. \r\n\r\nComparison of aerial photographs and reinterpretation of published data concerning changes of alluvial sand deposits following recession of high flows in 1983 and 1984 indicate that sand was eroded from recirculation zones in narrow reaches. In wide reaches, however, aggradation in recirculation zones may have occurred. In narrow reaches, the decrease of reattachment deposits was greater than that of separation deposits. In all reaches, the percentage of separation deposits that maintained a constant area was greater than for other deposits. Separation deposits, therefore, appear to be the most stable of the deposit types. \r\n\r\nFluctuating flows between October 1985 and January 1986, which followed the higher and steadier flows of 1983 to 1985, caused erosion throughout the park. For separation deposits, erosion was greatest at those sites where deposition from the 1983 high flows had been greatest. The existing pattern of low campsite availability in narrow reaches and high campsite availability in wide reaches was thus accentuated by the sequence of flows between 1983 and 1985.","language":"ENGLISH","doi":"10.3133/pp1493","usgsCitation":"Schmidt, J.C., and Graf, J.B., 1990, Aggradation and degradation of alluvial sand deposits, 1965 to 1986, Colorado River, Grand Canyon National Park, Arizona: U.S. Geological Survey Professional Paper 1493, 74 p., https://doi.org/10.3133/pp1493.","productDescription":"74 p.","costCenters":[],"links":[{"id":124380,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1493/report-thumb.jpg"},{"id":64816,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1493/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db54555d","contributors":{"authors":[{"text":"Schmidt, John C. 0000-0002-2988-3869 jcschmidt@usgs.gov","orcid":"https://orcid.org/0000-0002-2988-3869","contributorId":1983,"corporation":false,"usgs":true,"family":"Schmidt","given":"John","email":"jcschmidt@usgs.gov","middleInitial":"C.","affiliations":[{"id":568,"text":"Southwest Biological Science Center","active":true,"usgs":true}],"preferred":true,"id":219795,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Graf, Julia B.","contributorId":59005,"corporation":false,"usgs":true,"family":"Graf","given":"Julia","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":219796,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":19725,"text":"ofr88465 - 1990 - Geohydrologic data from test hole USW UZ-7, Yucca Mountain area, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:46","indexId":"ofr88465","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"88-465","title":"Geohydrologic data from test hole USW UZ-7, Yucca Mountain area, Nye County, Nevada","docAbstract":"This report contains a description of the methods used in drilling and coring of the test-hole USW UZ-7, a description of the methods used in collecting, handling, and testing of test-hole samples; Lithologic information from the test hole; and water-content, water-potential, bulk-density, grain-density, porosity, and tritium data for the test hole. Test-hole USW UZ-7 was drilled and cored to a total depth of 62.94 m. The drilling was done using air as a drilling fluid to minimize disturbance to the water content of cores, drill-bit cuttings, and borehole wall-rock. Beginning at the land surface, the unsaturated-zone rock that was penetrated consisted of alluvium; welded and partially to nonwelded ash-flow tuff; bedded and reworked ash-fall tuff; nonwelded ash-flow tuff; and welded ash-flow tuff. Values of gravimetric water content and water potential of alluvium were intermediate between the extreme values in welded and nonwelded units of tuff. Gravimetric water content was largest in bedded and nonwelded ash-fall tuffs and was smallest in welded ash-flow tuff. Values of water potential were more negative in densely welded ash-flow tuffs and were less negative in bedded and nonwelded ash-fall tuffs. Bulk density was largest in densely welded ash-flow tuffs and smallest in nonwelded and bedded ash-fall tuffs. Grain density was uniform but was slightly larger in nonwelded and bedded ash-fall tuffs than in welded ash-flow tuffs. Porosity trends were opposite to bulk-density trends. Tritium content in alluvium was smallest near the alluvium-bedrock contact, markedly increased in the middle of the deposit, and decreased in the near-surface zone of the deposit. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Sections [distributor],","doi":"10.3133/ofr88465","usgsCitation":"Kume, J., and Hammermeister, D., 1990, Geohydrologic data from test hole USW UZ-7, Yucca Mountain area, Nye County, Nevada: U.S. Geological Survey Open-File Report 88-465, v, 37 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr88465.","productDescription":"v, 37 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":154075,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0465/report-thumb.jpg"},{"id":49199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0465/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8cf0","contributors":{"authors":[{"text":"Kume, Jack","contributorId":100843,"corporation":false,"usgs":true,"family":"Kume","given":"Jack","email":"","affiliations":[],"preferred":false,"id":181400,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hammermeister, D.P.","contributorId":27066,"corporation":false,"usgs":true,"family":"Hammermeister","given":"D.P.","affiliations":[],"preferred":false,"id":181399,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":54603,"text":"wdrIN891 - 1990 - Water resources data, Indiana, water year 1989","interactions":[],"lastModifiedDate":"2014-06-11T13:29:59","indexId":"wdrIN891","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"IN-89-1","title":"Water resources data, Indiana, water year 1989","docAbstract":"Water resources data for the 1989 water year for Indiana consist of records of\ndischarge, stage, and water quality of streams and wells; reservoir stage and contents\nand water levels in lakes and wells. This report contains records of discharge for 17\nstream-gaging stations, stage for 6 stream stations, stage and contents for 1 reservoir\nwater quality for 3 streams and 5 observation wells, and water levels for 80 lakes and\n91 observation wells. Also included are records of peak flows for 23 crest-stage\npartial-record stations. Additional water data were collected at various sites, no\npart of the systematic data-collection program, and are shown as miscellaneous measurements. These data represent that part of the National Water Data System operated by the\nU.S. Geological Survey in Indiana in cooperation with State and Federal agencies.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrIN891","collaboration":"Prepared in cooperation with the State of Indiana and with other agencies","usgsCitation":"Thompson, R.E., and Nell, G.E., 1990, Water resources data, Indiana, water year 1989: U.S. Geological Survey Water Data Report IN-89-1, xv, 336 p., https://doi.org/10.3133/wdrIN891.","productDescription":"xv, 336 p.","numberOfPages":"355","temporalStart":"1988-10-01","temporalEnd":"1989-09-30","costCenters":[],"links":[{"id":288346,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288345,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1989/in-89-1/report.pdf"}],"country":"United States","state":"Indiana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.0979,37.7717 ], [ -88.0979,41.7607 ], [ -84.7847,41.7607 ], [ -84.7847,37.7717 ], [ -88.0979,37.7717 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faff2","contributors":{"authors":[{"text":"Thompson, Ronald E. Jr.","contributorId":74819,"corporation":false,"usgs":true,"family":"Thompson","given":"Ronald","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":250853,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nell, Graham E.","contributorId":7774,"corporation":false,"usgs":true,"family":"Nell","given":"Graham","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":250852,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":54682,"text":"wdrMI891 - 1990 - Water resources data, Michigan, water year 1989","interactions":[],"lastModifiedDate":"2017-08-10T14:19:12","indexId":"wdrMI891","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","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":"MI-89-1","title":"Water resources data, Michigan, water year 1989","docAbstract":"

Water resources data for the 1989 water year for Michigan consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water temperature of ground water. This report contains discharge records for 145 streamflow-gaging stations; stage only records for 13 lake-gaging stations; stage and contents, for 5 lakes and reservoirs; water-quality records for 21 streamflow-gaging stations; water-level records for 51 observation wells; and water-temperature records for 4 observation wells. Also included are 48 crest-stage partial- record stations and 8 low-flow partial-record stations. Additional water data were collected at various sites not involved in the systematic data-collection program. Miscellaneous data were collected at 62 measuring sites and 10 water-quality sampling sites. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State, Local, and Federal agencies in Michigan.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrMI891","collaboration":"Prepared in cooperation with the State of Michigan and with other agencies","usgsCitation":"Blumer, S.P., Failing, J., Larson, W., Whited, C., and LeuVoy, R., 1990, Water resources data, Michigan, water year 1989: U.S. Geological Survey Water Data Report MI-89-1, ix, 283 p., https://doi.org/10.3133/wdrMI891.","productDescription":"ix, 283 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":344720,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1989/mi-89-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":182203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1989/mi-89-1/report-thumb.jpg"}],"country":"United 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P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":251146,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Failing, J.C.","contributorId":76822,"corporation":false,"usgs":true,"family":"Failing","given":"J.C.","affiliations":[],"preferred":false,"id":251150,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, W.W.","contributorId":27922,"corporation":false,"usgs":true,"family":"Larson","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":251147,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Whited, C.R.","contributorId":49387,"corporation":false,"usgs":true,"family":"Whited","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":251148,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"LeuVoy, R.L.","contributorId":56706,"corporation":false,"usgs":true,"family":"LeuVoy","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":251149,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":19726,"text":"ofr90187 - 1990 - A finite-element model for simulation of two-dimensional steady-state ground-water flow in confined aquifers","interactions":[],"lastModifiedDate":"2016-08-15T10:06:06","indexId":"ofr90187","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"90-187","title":"A finite-element model for simulation of two-dimensional steady-state ground-water flow in confined aquifers","docAbstract":"

A computer program based on the Galerkin finite-element method was developed to simulate two-dimensional steady-state ground-water flow in either isotropic or anisotropic confined aquifers. The program may also be used for unconfined aquifers of constant saturated thickness. Constant head, constant flux, and head-dependent flux boundary conditions can be specified in order to approximate a variety of natural conditions, such as a river or lake boundary, and pumping well. The computer program was developed for the preliminary simulation of ground-water flow in the Edwards-Trinity Regional aquifer system as part of the Regional Aquifer-Systems Analysis Program. Results of the program compare well to analytical solutions and simulations .from published finite-difference models. A concise discussion of the Galerkin method is presented along with a description of the program. Provided in the Supplemental Data section are a listing of the computer program, definitions of selected program variables, and several examples of data input and output used in verifying the accuracy of the program.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr90187","usgsCitation":"Kuniansky, E., 1990, A finite-element model for simulation of two-dimensional steady-state ground-water flow in confined aquifers: U.S. Geological Survey Open-File Report 90-187, iv, 77 p., https://doi.org/10.3133/ofr90187.","productDescription":"iv, 77 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":49200,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0187/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":154123,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0187/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aeba3","contributors":{"authors":[{"text":"Kuniansky, E. L.","contributorId":82342,"corporation":false,"usgs":true,"family":"Kuniansky","given":"E. L.","affiliations":[],"preferred":false,"id":181401,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29054,"text":"wri894206 - 1990 - Streamflow characteristics of small tributaries of Rock Creek, Milk River basin, Montana, base period water years 1983-87","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri894206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4206","title":"Streamflow characteristics of small tributaries of Rock Creek, Milk River basin, Montana, base period water years 1983-87","docAbstract":"Five streamflow-gaging stations were installed in the Rock Creek basin north of the Milk River near Hinsdale, Montana. Streamflow was monitored at these stations and at an existing gaging station upstream on Rock Creek from May 1983 through September 1987. The data collected were used to describe the flow characteristics of four small tributary streams. Annual mean streamflow ranges from 2.8 to 57 cu ft/sec in the mainstem and from 0 to 0.60 cu ft/sec in the tributaries. Monthly mean streamflow ranged from 0 to 528 cu ft/sec in Rock Creek and from zero to 5.3 cu ft/sec in the four tributaries. The six gaged sites show similar patterns of daily mean streamflow during periods of large runoff, but substantial individual variations during periods of lesser runoff. During periods of lesser runoff , the small tributaries may have small daily mean streamflows. At other times, daily mean streamflow at the two mainstem sites decreased downstream. Daily mean streamflow in the tributaries appears to be closely related to daily mean streamflow in the mainstem only during periods of substantial area-wide runoff. Thus, streamflow in the tributaries resulting from local storms or local snowmelt may not contribute to streamflow in the mainstem. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894206","usgsCitation":"Parrett, C., and Hull, J.A., 1990, Streamflow characteristics of small tributaries of Rock Creek, Milk River basin, Montana, base period water years 1983-87: U.S. Geological Survey Water-Resources Investigations Report 89-4206, iii, 10 p. :ill. ;28 cm., https://doi.org/10.3133/wri894206.","productDescription":"iii, 10 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159587,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4206/report-thumb.jpg"},{"id":57918,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4206/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e52","contributors":{"authors":[{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200868,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hull, J. A.","contributorId":39345,"corporation":false,"usgs":true,"family":"Hull","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200869,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30428,"text":"wri894167 - 1990 - Effects of urbanization on peak streamflows in four Connecticut communities, 1980-84","interactions":[],"lastModifiedDate":"2025-01-13T21:10:03.077897","indexId":"wri894167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4167","title":"Effects of urbanization on peak streamflows in four Connecticut communities, 1980-84","docAbstract":"Ratios of peak flows in urban basins to peak flows in rural basins in Connecticut are about 1.5 to 6.1 for the 2-year flood and 1.1 to 4.3 for the 100-year flood. The lower ratios, in each case, apply where 30% of the area is served by storm sewers, and the higher ratios apply where 90% of the area is served by storm sewers. Peak flows for six small urban streams were determined from rainfall and runoff data collected from 1981 to 1984 and from a distributed-routing rainfall-runoff model that simulated storm runoff for the period 1951-80. Recurrence intervals of the peak flows for these streams and three other urban streams were estimated using the log-Pearson Type III method and compared with peak flows for rural streams that were computed from regression equations. A comparison of the ratios of urban to rural peak flows shows that basins where more than 50% of the area is served by storm sewers have urban to rural ratios that are outside the 95% confidence limits of the rural regression equations. Peak flows for such areas can be adjusted graphically for the effects of urbanization if the streams drain less than 10 sq mi and manmade storage is less than 4.5 million cu ft/sq mi. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894167","usgsCitation":"Weiss, L., 1990, Effects of urbanization on peak streamflows in four Connecticut communities, 1980-84: U.S. Geological Survey Water-Resources Investigations Report 89-4167, Report: v, 40 p.; 4 Plates: 21.06 x 26.95 inches or smaller, https://doi.org/10.3133/wri894167.","productDescription":"Report: v, 40 p.; 4 Plates: 21.06 x 26.95 inches or smaller","costCenters":[],"links":[{"id":59206,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4167/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466161,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47253.htm","text":"Freshwater Brook drainage basin","linkFileType":{"id":5,"text":"html"}},{"id":466162,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47254.htm","text":"Piper and Willow Brooks drainage basins","linkFileType":{"id":5,"text":"html"}},{"id":466160,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47252.htm","text":"Betts Pond and Keelers Brooks drainage basins","linkFileType":{"id":5,"text":"html"}},{"id":124500,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4167/report-thumb.jpg"},{"id":59202,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4167/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59203,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4167/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59204,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4167/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59205,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4167/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466163,"rank":10,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47255.htm","text":"Sodom and Harbor Brooks drainage basins","linkFileType":{"id":5,"text":"html"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60fe79","contributors":{"authors":[{"text":"Weiss, L.A.","contributorId":95098,"corporation":false,"usgs":true,"family":"Weiss","given":"L.A.","affiliations":[],"preferred":false,"id":203232,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70124310,"text":"70124310 - 1990 - Reference manual for generation and analysis of Habitat Time Series: version II","interactions":[],"lastModifiedDate":"2014-09-11T11:57:50","indexId":"70124310","displayToPublicDate":"1990-12-01T11:44:33","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"seriesNumber":"Biological Report 90(16)","title":"Reference manual for generation and analysis of Habitat Time Series: version II","docAbstract":"

The selection of an instream flow requirement for water resource management often requires the review of how the physical habitat changes through time. This review is referred to as 'Time Series Analysis.\"

\n
\n

The Tune Series Library (fSLIB) is a group of programs to enter, transform, analyze, and display time series data for use in stream habitat assessment. A time series may be defined as a sequence of data recorded or calculated over time. Examples might be historical monthly flow, predicted monthly weighted usable area, daily electrical power generation, annual irrigation diversion, and so forth. The time series can be analyzed, both descriptively and analytically, to understand the importance of the variation in the events over time. This is especially useful in the development of instream flow needs based on habitat availability.

\n
\n

The TSLIB group of programs assumes that you have an adequate study plan to guide you in your analysis. You need to already have knowledge about such things as time period and time step, species and life stages to consider, and appropriate comparisons or statistics to be produced and displayed or tabulated. Knowing your destination, you must first evaluate whether TSLIB can get you there. Remember, data are not answers.

\n
\n

This publication is a reference manual to TSLIB and is intended to be a guide to the process of using the various programs in TSLIB. This manual is essentially limited to the hands-on use of the various programs.

\n
\n

a TSLIB use interface program (called RTSM) has been developed to provide an integrated working environment where the use has a brief on-line description of each TSLIB program with the capability to run the TSLIB program while in the user interface. For information on the RTSM program, refer to Appendix F.

\n
\n

Before applying the computer models described herein, it is recommended that the user enroll in the short course \"Problem Solving with the Instream Flow Incremental Methodology (IFIM).\" This course is offered by the Aquatic Systems Branch of the National Ecology Research Center. For more information about the TSLIB software, refer to the Memorandum of Understanding.

\n
\n

Chapter 1 provides a brief introduction to the Instream Flow Incremental Methodology and TSLIB. Other chapters in this manual provide information on the different aspects of using the models. The information contained in the other chapters includes (2) acquisition, entry, manipulation, and listing of streamflow data; (3) entry, manipulation, and listing of the habitat-versus-streamflow function; (4) transferring streamflow data; (5) water resources systems analysis; (6) generation and analysis of daily streamflow and habitat values; (7) generation of the time series of monthly habitats; (8) manipulation, analysis, and display of month time series data; and (9) generation, analysis, and display of annual time series data.

\n
\n

Each section includes documentation for the programs therein with at least one page of information for each program, including a program description, instructions for running the program, and sample output.

\n
\n

The Appendixes contain the following: (A) sample file formats; (B) descriptions of default filenames; (C) alphabetical summary of batch-procedure files; (D) installing and running TSLIB on a microcomputer; (E) running TSLIB on a CDC Cyber computer; (F) using the TSLIB user interface program (RTSM); and (G) running WATSTORE on the USGS Amdahl mainframe computer.

\n
\n

The number for this version of TSLIB--Version II-- is somewhat arbitrary, as the TSLIB programs were collected into a library some time ago; but operators tended to use and manage them as individual programs. Therefore, we will consider the group of programs from the past that were only on the CDC Cyber computer as Version 0; the programs from the past that were on both the Cyber and the IBM-compatible microcomputer as Version I; and the programs contained in this reference manual as Version II.

","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Instream Flow Information Paper 27","largerWorkSubtype":{"id":9,"text":"Other Report"},"language":"English","publisher":"U.S. Fish and Wildlife Service","publisherLocation":"Fort Collins, CO","usgsCitation":"Milhous, R.T., Bartholow, J.M., Updike, M.A., and Moos, A.R., 1990, Reference manual for generation and analysis of Habitat Time Series: version II, 249 p.","productDescription":"249 p.","numberOfPages":"249","costCenters":[],"links":[{"id":293706,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5412b9b8e4b0239f1986bae2","contributors":{"authors":[{"text":"Milhous, Robert T.","contributorId":28646,"corporation":false,"usgs":true,"family":"Milhous","given":"Robert","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":500704,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bartholow, John M.","contributorId":77598,"corporation":false,"usgs":true,"family":"Bartholow","given":"John","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":500706,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Updike, Marlys A.","contributorId":32834,"corporation":false,"usgs":true,"family":"Updike","given":"Marlys","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":500705,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Moos, Alan R.","contributorId":10350,"corporation":false,"usgs":true,"family":"Moos","given":"Alan","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":500703,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70048800,"text":"70048800 - 1990 - Historical Landsat data comparisons: illustrations of land surface change","interactions":[],"lastModifiedDate":"2015-10-22T10:07:12","indexId":"70048800","displayToPublicDate":"1990-11-05T15:57:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Historical Landsat data comparisons: illustrations of land surface change","docAbstract":"

The U.S. Geological Survey's (USGS) EROS Data Center (EDC) has archived two decades of Landsat data, providing a rich collection of information about the dynamics of the Earth's land surface. Major changes to the surface features of the planet can be detected, measured, and studied using Landsat data. The effects of desertification, deforestation, pollution, cataclysmic volcanic activity, and other natural and anthropogenic events can be examined by resource scientists using data acquired from the Landsat series of Earth-observing satellites. The availability of a nearly uninterrupted flow of information from the Landsats, in a consistent data format, gives researchers an important tool for studying surface changes over time.

\n

This booklet provides an overview of the Landsat program and shows the application of the data to monitor changes occurring on the surface of the Earth. To show changes that have taken place within the last 20 years or less, image pairs were constructed from the Landsat multispectral scanner (MSS) and thematic mapper (TM) sensors. Landsat MSS data provide a historical global record of the land surface from the early 1970's to present. Landsat TM data provide land surface information from the early 1980's to present.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70048800","usgsCitation":"Cross, M.D., 1990, Historical Landsat data comparisons: illustrations of land surface change, 37 p., https://doi.org/10.3133/70048800.","productDescription":"37 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":278865,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70048800.jpg"},{"id":310360,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70048800/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -180.0,-90.0 ], [ -180.0,90.0 ], [ 180.0,90.0 ], [ 180.0,-90.0 ], [ -180.0,-90.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"527a2186e4b051792d019540","contributors":{"authors":[{"text":"Cross, Matthew D.","contributorId":95378,"corporation":false,"usgs":true,"family":"Cross","given":"Matthew","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":485671,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70124360,"text":"70124360 - 1990 - The quantification of instream flow rights to water","interactions":[],"lastModifiedDate":"2014-09-11T13:25:50","indexId":"70124360","displayToPublicDate":"1990-04-12T13:24:36","publicationYear":"1990","noYear":false,"publicationType":{"id":4,"text":"Book"},"publicationSubtype":{"id":12,"text":"Conference publication"},"title":"The quantification of instream flow rights to water","docAbstract":"Energy development of all types continues to grow in the Rocky Mountain Region of the western United States. Federal resource managers increasingly need to balance energy demands, their effects on the natural and human landscape, and public perceptions towards these issues. The Western Energy Citation Clearinghouse (WECC v.1.0), part of a suite of data and information management tools developed and managed by the Wyoming Landscape Conservation Initiative (WLCI), provides resource managers with a searchable online database of citations that covers a broad spectrum of energy and landscape related topics relevant to resource managers, such as energy sources, natural and human landscape effects, and new research, methods and models. Based on the 2011 USGS Open-file Report \"Abbreviated bibliography on energy development\" (Montag, et al. 2011), WECC is an extensive collection of energy-related citations, as well as categorized lists of additional online resources related to oil and gas development, best practices, energy companies and Federal agencies. WECC incorporates the powerful web services of Sciencebase 2.0, the enterprise data and information platform for USGS scientists and partners, to provide secure, role-based data management features. For example, public/unauthenticated WECC users have full search and read access to the entire energy citation collection, while authenticated WLCI data stewards can manage WECC's citation collection using Sciencebase data management forms.","largerWorkTitle":"Proceedings of the American Geophysical Union, Tenth Annual Hydrology Days","conferenceTitle":"Proceedings of the American Geophysical Union, Tenth Annual Hydrology Days","conferenceDate":"1990-04-10T00:00:00","conferenceLocation":"Fort Collins, CO","language":"English","publisher":"Hydrology Days Publications","publisherLocation":"Fort Collins, CO","usgsCitation":"Milhous, R.T., 1990, The quantification of instream flow rights to water, 14 p.","productDescription":"14 p.","numberOfPages":"14","costCenters":[],"links":[{"id":293742,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5412b9c1e4b0239f1986bb21","contributors":{"authors":[{"text":"Milhous, Robert T.","contributorId":28646,"corporation":false,"usgs":true,"family":"Milhous","given":"Robert","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":500746,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70123785,"text":"70123785 - 1990 - Landscape ecology: a concept for protecting park resources","interactions":[],"lastModifiedDate":"2018-01-23T09:31:40","indexId":"70123785","displayToPublicDate":"1990-01-01T09:59:00","publicationYear":"1990","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3014,"text":"Park Science","active":true,"publicationSubtype":{"id":10}},"title":"Landscape ecology: a concept for protecting park resources","docAbstract":"

The Southwest Region has been supporting Resource Basic Inventory (RBI) efforts to establish baseline data for comparisons with long-term monitoring results to be conducted in the future. This “pulse taking” is a part of the Servicewide initiative being fostered so that resource managers, scientists, and park managers will be able to track the health of park resources by determining changes and trends. The RBI work is being linked with the development of Geographic Information Systems (GIS) at Bandelier, Big Thicket, Big Bend, Padre Island, and Guadalupe Mountains. Many of the parks in the southwest Region have only partially completed RBIs. This informational shortcoming is a pervasive threat to the parks because without detailed knowledge of the parks’ respective resources the Service cannot protect them adequately.

\n
\n

To overcome this deficiency, the SWRO’s Division of Natural Resources Management and Science has fostered at Bandelier a pilot research effort, which started in FY ’87 and utilizes a landscape ecology paradigm. This concept links the RBI, GIS, and research activities in a park to present an overall picture of the park in its regional ecosystem setting. The flowchart diagrams this project’s concept. The results have been encouraging. A final report was recently completed (Allen 1989). This concept may now be applied to other Southwest Region parks.

","largerWorkType":{"id":2,"text":"Article"},"language":"English","publisher":"National Park Service","publisherLocation":"Corvallis, OR","usgsCitation":"Allen, C.D., Lissoway, J., and Yarborough, K., 1990, Landscape ecology: a concept for protecting park resources: Park Science, v. 10, no. 1, p. 7-8.","productDescription":"2 p.","startPage":"7","endPage":"8","costCenters":[{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"links":[{"id":293490,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"10","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"54101465e4b07ab1cd9809de","contributors":{"authors":[{"text":"Allen, Craig D. 0000-0002-8777-5989 craig_allen@usgs.gov","orcid":"https://orcid.org/0000-0002-8777-5989","contributorId":2597,"corporation":false,"usgs":true,"family":"Allen","given":"Craig","email":"craig_allen@usgs.gov","middleInitial":"D.","affiliations":[{"id":290,"text":"Forest and Rangeland Ecosystem Science Center","active":false,"usgs":true},{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"preferred":true,"id":500247,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lissoway, John","contributorId":53307,"corporation":false,"usgs":true,"family":"Lissoway","given":"John","email":"","affiliations":[],"preferred":false,"id":500248,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Yarborough, Keith","contributorId":85099,"corporation":false,"usgs":true,"family":"Yarborough","given":"Keith","email":"","affiliations":[],"preferred":false,"id":500249,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70015815,"text":"70015815 - 1990 - Modern aerial gamma-ray spectrometry and regional potassium map of the conterminous United States","interactions":[],"lastModifiedDate":"2015-12-03T16:41:35","indexId":"70015815","displayToPublicDate":"1990-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2302,"text":"Journal of Geochemical Exploration","active":true,"publicationSubtype":{"id":10}},"title":"Modern aerial gamma-ray spectrometry and regional potassium map of the conterminous United States","docAbstract":"

Aerial gamma-ray surveys of the natural environment measure the flux of gamma rays produced by the radioactive decay of 40K, 214Bi, and 208Tl in the upper 10–20 cm of surface materials. 40K is a radioactive potassium isotope which can be used to estimate the total amount of potassium in the soils and rocks. 214Bi is a decay product of the 238U radioactive decay series and is used to estimate the uranium concentrations, and 208Tl, a decay product of the 232Th radioactive decay series, is used to estimate thorium concentrations. Aerial gamma-ray data covering the 48 contiguous states of the United States have been compiled to produce maps showing the distributions of equivalent uranium, equivalent thorium, and potassium. This compilation involved processing the aerial survey data from about 470 1° × 2° quadrangle maps.

\n

The aerial gamma-ray data were obtained as part of the National Uranium Resource Evaluation (NURE) Program sponsored by the U.S. Department of Energy during the period 1975-1983. References for the Open-File Reports that describe the surveys and data collection can be found in Bendix Field Engineering Corp. (1983). The aerial surveys were flown by contractors using fixed-wing and helicopter systems with 33-50 L (liters) of thallium-activated sodium iodide (NaI (TI)) crystals. The nominal survey altitude used is 122 m. The survey lines were generally east-west with line spacings of 1.6-10 km. Tie lines were flown perpendicular to the flight lines at intervals of 16- 30 km. The data were corrected for background from aircraft contamination and cosmic rays, altitude variations, airborne 214Bi, and Compton scattering. The gamma-ray systems were calibrated using the calibrations pads at Grand Junction, Colorado (Ward, 1978 ) and the dynamic test strip at Lake Mead, Arizona (Geodata International, Inc., 1977).

\n

 

","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of Geochemical Exploration","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Elsevier","publisherLocation":"New York, NY","doi":"10.1016/0375-6742(90)90076-M","issn":"03756742","usgsCitation":"Duval, J.S., 1990, Modern aerial gamma-ray spectrometry and regional potassium map of the conterminous United States: Journal of Geochemical Exploration, v. 39, no. 1-2, p. 249-253, https://doi.org/10.1016/0375-6742(90)90076-M.","productDescription":"5 p.","startPage":"249","endPage":"253","numberOfPages":"5","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":223383,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": 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northwestern Nevada","interactions":[],"lastModifiedDate":"2024-02-05T13:14:38.122778","indexId":"70015956","displayToPublicDate":"1990-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1801,"text":"Geomorphology","active":true,"publicationSubtype":{"id":10}},"title":"Summit Lake landslide and geomorphic history of Summit Lake basin, northwestern Nevada","docAbstract":"

The Summit Lake landslide, northwestern Nevada, composed of Early Miocene pyroclastic debris, Ashdown Tuff, and basalt and rhyolite of the Black Rock Range, blocked the upper Soldier Creek-Snow Creek drainage and impounded Summit Lake sometimes prior to 7840 yr B.P. The slide covers 8.2 km2 and has geomorphic features characteristic of long run-out landslides, such as lobate form, longitudinal and transverse ridges, low surface gradient (7.1 °), and preservation of original stratigraphic position of transported blocks. However, estimated debris volume is the smallest reported (2.5 × 105 m3) for a landslide of this type.

The outflow channel of the Summit Lake basin was a northward-flowing stream valley entrenched by Mahogany Creek. Subsequent negative tectonic adjustment of the basin by about 35 m, accompanied by concommitant progradation of a prominent alluvial fan deposited by Mahogany Creek, argues for a probable diversion of drainage from the Alvord basin southward into the Lahontan basin. The landslide occurred while the creek flowed southward, transferring about 147 km2 of watershed from the Lahontan basin back to the Alvord basin. Overflow northward occurred during high stands of Pluvial Lake Parman in the basin; otherwise, under drier climates, the Summit Lake basin has been closed.

Within large depressions on the slide surface, the ca. 6800 yr old Mazama Bed and other sediments have buried a weakly developed soil. Disseminated humus in the soil yields an age of 7840 ± 310 yr B.P. Absence of older tephra (such as St. Helens M) brackets the slide age between 7840 and 19,000 yr B.P. Projectile points found on the highest strandlines of Pluvial Lake Parman suggest a ca 8700 yr B.P. age by correlation with cultural artifacts and radiocarbon ages from nearby Last Supper Cave, Nevada. Organic matter accumulation in landslide soils suggests ages ranging from 9100 to 16,250 yr B.P. Estimation of the age of the slide from morphologic data for the isolated Summit Lake population of Lahontan cutthroat trout does not conflict with the radiometric ages.

","language":"English","publisher":"Elsevier","doi":"10.1016/0169-555X(90)90023-J","issn":"0169555X","usgsCitation":"Curry, B.B., and Melhorn, W., 1990, Summit Lake landslide and geomorphic history of Summit Lake basin, northwestern Nevada: Geomorphology, v. 4, no. 1, p. 1-17, https://doi.org/10.1016/0169-555X(90)90023-J.","productDescription":"17 p.","startPage":"1","endPage":"17","numberOfPages":"17","costCenters":[],"links":[{"id":223083,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"4","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b9f47e4b08c986b31e479","contributors":{"authors":[{"text":"Curry, B. Brandon","contributorId":104224,"corporation":false,"usgs":true,"family":"Curry","given":"B.","email":"","middleInitial":"Brandon","affiliations":[],"preferred":false,"id":372182,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Melhorn, W.N.","contributorId":9000,"corporation":false,"usgs":true,"family":"Melhorn","given":"W.N.","email":"","affiliations":[],"preferred":false,"id":372181,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26611,"text":"wri894202 - 1990 - Ground-water levels, flow, and specific conductance in unconsolidated aquifers near Lake Erie, Cleveland to Conneaut, Ohio, September 1984","interactions":[],"lastModifiedDate":"2023-03-24T18:55:56.382268","indexId":"wri894202","displayToPublicDate":"1990-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4202","title":"Ground-water levels, flow, and specific conductance in unconsolidated aquifers near Lake Erie, Cleveland to Conneaut, Ohio, September 1984","docAbstract":"

This report described ground-water levels, flow, and specific conductance in aquifer along the southern shore of Lake Erie from Cleveland to Conneaut, Ohio. The data were collected in September 1984 as part of the U.S Geological Survey's Northeast Glacial Buried Valley Regional Aquifer-System Analysis. The study area is about 60 miles long, extends inland from the lake about 10 miles, and encompasses parts of Cuyahoga, Lake, and Ashtabula Counties.

Water levels were measured in 202 existing wells, all of which were completed in the glacial deposits or at the contact with the underlying shale. Specific conductance was measured in 59 of the wells. Results of the survey are presented in table and map form.

Unconsolidated material throughout the area consists primarily of till, whereas the bedrock consists of Devonian shale. The till is composed chiefly o silt and clay with some sand and gravel, and is less than 50 feet thick in most areas. Some valleys are filled with as much as 200 feet of glacial till and outwash deposits that are mainly sand and gravel.

Ground-water levels in much of the area within 20 feet of the land surface. Contours of ground-water levels resemble a subdued version of those of the land surface, which indicates that ground water generally flows from high areas to low areas following the land-surface gradient. Locally, ground water discharges into streams. Regionally, flow is towards the north-northeast, to Lake Erie. Specific conductance ranged from 160 to 2,900 μS/cm (microsiemens per centimeter at 25 degrees Celsius) with a median of 540 μS/cm. Ground water with a specific conductance greater than 650 μS/cm is localized, with no specific spatial pattern; possible sources of elevated specific conductance are road-deicing salt, leachate from landfills, natural brings associated with oil and gas drilling, and the leakage of saline water from bedrock.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894202","usgsCitation":"Coen, A.W., 1990, Ground-water levels, flow, and specific conductance in unconsolidated aquifers near Lake Erie, Cleveland to Conneaut, Ohio, September 1984: U.S. Geological Survey Water-Resources Investigations Report 89-4202, iv, 22 p., https://doi.org/10.3133/wri894202.","productDescription":"iv, 22 p.","costCenters":[],"links":[{"id":414720,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47278.htm","linkFileType":{"id":5,"text":"html"}},{"id":55480,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4202/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124136,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4202/report-thumb.jpg"}],"country":"United States","state":"Ohio","city":"Cleveland, Conneaut","otherGeospatial":"Lake Erie","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -81.4833,\n 41.5\n ],\n [\n -80.5167,\n 41.5\n ],\n [\n -80.5167,\n 41.9667\n ],\n [\n -81.4833,\n 41.9667\n ],\n [\n -81.4833,\n 41.5\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae125","contributors":{"authors":[{"text":"Coen, A. W. III","contributorId":104084,"corporation":false,"usgs":true,"family":"Coen","given":"A.","suffix":"III","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196704,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44778,"text":"wri894208 - 1990 - Potentiometric surface of the Edwards-Trinity aquifer system and contiguous hydraulically connected units, west-central Texas, winter, 1974-75","interactions":[],"lastModifiedDate":"2023-03-15T21:58:51.899839","indexId":"wri894208","displayToPublicDate":"1990-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4208","title":"Potentiometric surface of the Edwards-Trinity aquifer system and contiguous hydraulically connected units, west-central Texas, winter, 1974-75","docAbstract":"

The potentiometric surface of the Edwards-Trinity aquifer system and contiguous hydraulically connected units (from December 1974 through February 1975) was mapped as part of the Edwards-Trinity Regional Aquifer-System Analysis (RASA) project. A major goal of the Edwards-Trinity RASA project is to understand and describe the regional flow system (Bush, 1986). The development of a digital ground-water flow model of the aquifer system is a key part of the project. This potentiometric map will be used in the calibration of the ground-water flow model and in understanding ground-water movement in the aquifer system.

\n

The map depicts the potentiometric surface of the major aquifers of the Edwards-Trinity aquifer system and contiguous units that form a continuous hydraulically connected regional aquifer within the study area in west-central Texas (fig. 1). The potentiometric surface of an aquifer is an imaginary surface defined by contouring locations of equal static head (the altitude to which water will rise in a well). The potentiometric surface map shows the direction of ground-water flow from higher to lower altitude.

\n

The study area extends beyond the aquifers of the Edwards-Trinity system to hydrologic divides, including the Colorado River and the Rio Grande (fig. 2).

\n

The data used to compile this map were obtained from the Texas Natural Resources Information System on magnetic tape and from Rees and Buckner (1980). The winter of 1974-75 (December 1974 through February 1975) was selected for mapping for two reasons: (1) More water-level data were available throughout the study area for this winter season than for other winter seasons, and (2) during winter there is almost no loss of ground water as a result of evaporation, irrigation withdrawals, and transpiration.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri894208","usgsCitation":"Kuniansky, E.L., 1990, Potentiometric surface of the Edwards-Trinity aquifer system and contiguous hydraulically connected units, west-central Texas, winter, 1974-75: U.S. Geological Survey Water-Resources Investigations Report 89-4208, 2 Plates: 36.00 x 25.87 inches and 36.00 x 25.88 inches, https://doi.org/10.3133/wri894208.","productDescription":"2 Plates: 36.00 x 25.87 inches and 36.00 x 25.88 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":326542,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri894208.JPG"},{"id":414271,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47284.htm","linkFileType":{"id":5,"text":"html"}},{"id":82106,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4208/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":82105,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4208/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Edwards-Trinity aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -104.1417,\n 29.1333\n ],\n [\n -97.8083,\n 29.1333\n ],\n [\n -97.8083,\n 32.5067\n ],\n [\n -104.1417,\n 32.5067\n ],\n [\n -104.1417,\n 29.1333\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683015","contributors":{"authors":[{"text":"Kuniansky, Eve L. 0000-0002-5581-0225 elkunian@usgs.gov","orcid":"https://orcid.org/0000-0002-5581-0225","contributorId":932,"corporation":false,"usgs":true,"family":"Kuniansky","given":"Eve","email":"elkunian@usgs.gov","middleInitial":"L.","affiliations":[{"id":509,"text":"Office of the Associate Director for Water","active":true,"usgs":true},{"id":5064,"text":"Southeast Regional Director's Office","active":true,"usgs":true}],"preferred":true,"id":230415,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70162021,"text":"70162021 - 1989 - Genetic variation in steelhead (Salmo gairdneri) from the north coast of Washington","interactions":[],"lastModifiedDate":"2016-01-12T09:19:37","indexId":"70162021","displayToPublicDate":"2015-09-22T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1169,"text":"Canadian Journal of Fisheries and Aquatic Sciences","active":true,"publicationSubtype":{"id":10}},"title":"Genetic variation in steelhead (Salmo gairdneri) from the north coast of Washington","docAbstract":"

Steelhead (Salmo gairdneri) collected from various sites in nine drainages in northwestern Washington were genetically characterized at 65 protein-coding loci by starch-gel electrophoresis. Genetic differentiation within and among drainages was not significant, and genetic variation among drainages was much less than that reported in British Columbia; these results may be the consequence of gene flow from hatchery stocks that have been released in Washington since the 1940's. Allele frequencies varied significantly among year-classes (hence, genetic characterization studies must include data from several year-classes), and also between hatchery fish (including a stock developed with local wild fish) and wild fish, indicating that few wild fish have been successfully and routinely included in hatchery brood stocks. Conservation of genetic diversity along the north coast of Washington should be facilitated by reducing the numbers of hatchery fish that spawn in streams and by including wild fish in hatchery brood stocks.

","language":"English","publisher":"Canadian Science Publishing ","doi":"10.1139/f89-010","usgsCitation":"Reisenbichler, R., and Phelps, S., 1989, Genetic variation in steelhead (Salmo gairdneri) from the north coast of Washington: Canadian Journal of Fisheries and Aquatic Sciences, v. 46, no. 1, p. 66-73, https://doi.org/10.1139/f89-010.","productDescription":"8 p.","startPage":"66","endPage":"73","numberOfPages":"8","costCenters":[{"id":654,"text":"Western Fisheries Research Center","active":true,"usgs":true}],"links":[{"id":314198,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Washington","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -125.68359374999999,\n 42.35854391749705\n ],\n [\n -125.68359374999999,\n 49.32512199104001\n ],\n [\n -122.87109375,\n 49.32512199104001\n ],\n [\n -122.87109375,\n 42.35854391749705\n ],\n [\n -125.68359374999999,\n 42.35854391749705\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"46","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"569631c9e4b039675d00a3df","contributors":{"authors":[{"text":"Reisenbichler, R.R.","contributorId":77356,"corporation":false,"usgs":true,"family":"Reisenbichler","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":588347,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Phelps, S.R.","contributorId":39714,"corporation":false,"usgs":true,"family":"Phelps","given":"S.R.","email":"","affiliations":[],"preferred":false,"id":588348,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":55188,"text":"wdrHI881 - 1989 - Water resources data for Hawaii and other Pacific areas, water year 1988: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2026-03-06T16:35:08.138111","indexId":"wdrHI881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"HI-88-1","title":"Water resources data for Hawaii and other Pacific areas, water year 1988: Volume 1. Hawaii","docAbstract":"

Water resources data for the 1988 water year for Hawaii and other Pacific Areas consist of records of stage, discharge, and water quality of streams and springs; and water levels and water quality in wells. This report, volume 1, contains discharge records for 82 gaging stations; water quality for 14 gaging stations, 54 partial-record flow stations, and 148 wells; and water levels for 37 observations wells. Also included are 107 crest-stage partial record stations, 25 miscellaneous partial-record sites, and 8 low-flow partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI881","collaboration":"Prepared in cooperation with the State of Hawaii Department of Land and Natural Resources, Division of Water and Land Development and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1989, Water resources data for Hawaii and other Pacific areas, water year 1988, volume 1, Hawaii: U.S. Geological Survey Water Data Report HI-88-1, 265 p., https://doi.org/10.3133/wdrHI881.","productDescription":"x, 265 p.","costCenters":[],"links":[{"id":180994,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/hi-88-1/report-thumb.jpg"},{"id":500864,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/hi-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f6f1f","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532291,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nakahara, R. H.","contributorId":77516,"corporation":false,"usgs":true,"family":"Nakahara","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":956459,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Yee, J.J.S.","contributorId":87977,"corporation":false,"usgs":true,"family":"Yee","given":"J.J.S.","email":"","affiliations":[],"preferred":false,"id":956460,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Yamashiro, I.Y.","contributorId":29888,"corporation":false,"usgs":true,"family":"Yamashiro","given":"I.Y.","email":"","affiliations":[],"preferred":false,"id":956461,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Tateishi, G.A.","contributorId":11694,"corporation":false,"usgs":true,"family":"Tateishi","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":956462,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Domingo, J.W.S.","contributorId":88153,"corporation":false,"usgs":true,"family":"Domingo","given":"J.W.S.","email":"","affiliations":[],"preferred":false,"id":956463,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":44834,"text":"wri884218 - 1989 - Precipitation, streamflow, and base flow in west-central Texas, December 1974 through March 1977","interactions":[],"lastModifiedDate":"2016-08-10T15:43:00","indexId":"wri884218","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4218","title":"Precipitation, streamflow, and base flow in west-central Texas, December 1974 through March 1977","docAbstract":"

Precipitation, streamflow, and base-flow data were analyzed for December 1974 through March 1977 as a part of the Edwards-Trinity Regional Aquifer-System Analysis in west-central Texas. The period of record analyzed corresponds to the calibrating period of a digital groundwater-flow model of the aquifer system currently (1988) being developed. Precipitation at individual stations ranged from 6 to 45 in/yr. Precipitation normally (1951-80) ranged from 10 to 32 in/year from east to west in the study area. Precipitation was near normal over most of the area and above normal in the southeastern part of the study area. Streamflow ranged from less than 1 in/year in the western part of the study area to 13 in/yr in the southeastern part. Streamflow was 8 in/yr above normal in the southeast. Base flow ranged from less than 0.1 in/yr in the western part of the study area to 6 in/yr in the southeastern part. (USGS)

","language":"ENGLISH","doi":"10.3133/wri884218","usgsCitation":"Kuniansky, E.L., 1989, Precipitation, streamflow, and base flow in west-central Texas, December 1974 through March 1977: U.S. Geological Survey Water-Resources Investigations Report 88-4218, 2 Sheets, https://doi.org/10.3133/wri884218.","productDescription":"2 Sheets","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":82191,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4218/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169094,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4218/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aebe3","contributors":{"authors":[{"text":"Kuniansky, Eve L. 0000-0002-5581-0225 elkunian@usgs.gov","orcid":"https://orcid.org/0000-0002-5581-0225","contributorId":932,"corporation":false,"usgs":true,"family":"Kuniansky","given":"Eve","email":"elkunian@usgs.gov","middleInitial":"L.","affiliations":[{"id":509,"text":"Office of the Associate Director for Water","active":true,"usgs":true},{"id":5064,"text":"Southeast Regional Director's Office","active":true,"usgs":true}],"preferred":true,"id":230518,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":44706,"text":"wri884064 - 1989 - Flood boundaries and water-surface profile for the computed 100-year flood, Swift Creek at Afton, Wyoming, 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:10:27","indexId":"wri884064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4064","title":"Flood boundaries and water-surface profile for the computed 100-year flood, Swift Creek at Afton, Wyoming, 1986","docAbstract":"Flood flows on Swift Creek near Afton, Wyoming, were analyzed. Peak discharge with an average recurrence interval of 100 years was computed and used to determine the flood boundaries and water surface profile in the study reach. The study was done in cooperation with Lincoln County and the Town of Afton to determine the extent of flooding in the Town of Afton from a 100-year flood on Swift Creek. The reach of Swift Creek considered in the analysis extends upstream from the culvert at Allred County Road No. 12-135 to the US Geological Survey streamflow-gaging station located in the Bridger National Forest , a distance of 3.2 miles. Boundaries of the 100-year flood are delineated on a map using the computed elevation of the flood at each cross section, survey data, and a 1983 aerial photograph. The computed water surface elevation for the 100-year flood was plotted at each cross section, then the lateral extent of the flood was transferred to the flood map. Boundaries between cross sections were sketched using information taken from the aerial photograph. Areas that are inundated, but not part of the active flow, are designated on the cross sections. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri884064","usgsCitation":"Rankl, J.G., and Wallace, J.C., 1989, Flood boundaries and water-surface profile for the computed 100-year flood, Swift Creek at Afton, Wyoming, 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4064, 1 map and 1 data sheet ; sheets 66 x 91 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri884064.","productDescription":"1 map and 1 data sheet ; sheets 66 x 91 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":172628,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":82004,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4064/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":82005,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4064/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635748","contributors":{"authors":[{"text":"Rankl, James G.","contributorId":93026,"corporation":false,"usgs":true,"family":"Rankl","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":230292,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wallace, Joe C.","contributorId":14038,"corporation":false,"usgs":true,"family":"Wallace","given":"Joe","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":230291,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38446,"text":"pp1405D - 1989 - Geochemistry of the Cambrian-Ordovician aquifer system in the northern Midwest, United States: D in Regional aquifer-system analysis","interactions":[],"lastModifiedDate":"2018-04-02T10:36:50","indexId":"pp1405D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1405","chapter":"D","title":"Geochemistry of the Cambrian-Ordovician aquifer system in the northern Midwest, United States: D in Regional aquifer-system analysis","docAbstract":"

Distributions of solutes in aquifers of Cambrian and Ordovician age were studied in Minnesota, Wisconsin, Iowa, Illinois, northwestern Indiana, and northern Missouri to determine the sources of solutes and the probable chemical mechanisms that control regional variations in water quality. This work is part of the Northern Midwest Regional Aquifer-System Analysis project, whose objective is to describe and model the regional hydrogeology of the Cambrian- Ordovician aquifer system in the study region. The data base used included more than 3,000 ground-water-quality analyses from all major aquifers, but especially from the St. Peter, Jordan, and Mount Simon Sandstones and their equivalents. Regional variations in the water chemistry of glacial drift and other sedimentary units that overlie the Cambrian-Ordovician aquifer system in recharge areas in Minnesota, Iowa, Wisconsin, and Illinois were also studied, but to a lesser degree.

\n

The most important chemical variation in the aquifer is the change in water type from calcium-sodium-sulfate-bicarbonate water to sodium-calcium-sulfate-bicarbonate and sodium-chloride waters along the longest regional flow path from northwestern Iowa to the Illinois basin. Sodium predominance downgradient from the recharge area is probably related to mechanisms of ion exchange and shalemembrane filtration near the Illinois and Forest City basins.

\n

The most striking aspect of the distribution of dissolved solids and carbon isotopic content of bicarbonate is the increase in concentration and isotopic enrichment from southwestern Wisconsin, southern Minnesota, and northwestern Illinois south toward Missouri. This trend is perpendicular to the present hydraulic gradient that trends from northwestern Iowa southeastward to the Illinois basin. The distribution of dissolved solids defines a \"plume\" of dilute water having a dissolved-solids concentration of about 500 milligrams per liter, compared with surrounding concentrations more than twice as large. Distribution of the isotopic content of oxygen (<518O) and hydrogen (5D) in water closely parallels that of dissolved solids and shows covariance similar to modern meteoric water. The isotopic contents are more depleted (lighter) toward the south, perpendicular to the direction of current hydraulic gradients. The degree of depletion, compared with the isotopic content of modern recharge water, indicates that the plume and a significant fraction of the ground water in Iowa, northern Missouri, and possibly central Illinois may have originated as recharge during Pleistocene time.

\n

Distributions of dissolved trace constituents in the aquifers probably are related to the proximity to mineralogic sources as well as chemical and hydraulic mechanisms. For example, concentrations of some constituents, such as cadmium and arsenic, are largest in the vicinity of the Dakota Formation in northwestern Iowa. Other constituents, such as beryllium and vanadium, have larger concentrations near the edge of the Forest City basin in southwestern Iowa and northwestern Missouri. Strontium and fluoride concentrations generally increase from north to south, which suggests the input of these trace constituents during the recharge events. However, concentrations of bromide, radium-226, and lithium show distribution patterns similar to the \"plume\" defined by dissolved solids and isotopes of water, suggesting dilution of concentrations of trace constituents by Pleistocene recharge. Concentrations of other constituents are partly controlled by aquifer temperature, such as silica in south-central Iowa, and solubility controls, such as barium in northeastern Illinois. Additional information on the chemical and mineralogical composition of the aquifer matrix and the isotopically lightest ground water is needed to evaluate the hypothesis of Pleistocene mixing before more quantitative studies can be done to evaluate the different proposed mechanisms that have controlled and modified the water chemistry over time. This study, however, indicates that the ground water in the region is thousands of years old. The study also indicates that the major chemical trends in the aquifers probably are related as much to paleohydrogeologic flow systems during Pleistocene time as to the present flow system, which may postdate the retreat of the last ice sheet about 12,000 years ago.

","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Regional aquifer-system analysis","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1405D","usgsCitation":"Siegel, D.I., 1989, Geochemistry of the Cambrian-Ordovician aquifer system in the northern Midwest, United States: D in Regional aquifer-system analysis: U.S. Geological Survey Professional Paper 1405, vii, 76 p., https://doi.org/10.3133/pp1405D.","productDescription":"vii, 76 p.","numberOfPages":"87","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":64921,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1405d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1405d/report-thumb.jpg"}],"country":"United States","state":"Iowa, Indiana, Illinois, Michigan, Minnesota, Missouri, Wisconsin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -86.044921875,\n 45.9511496866914\n ],\n [\n -88.330078125,\n 46.042735653846506\n ],\n [\n -90.3955078125,\n 46.31658418182218\n ],\n [\n -92.59277343749999,\n 46.34692761055676\n ],\n [\n -93.603515625,\n 46.13417004624326\n ],\n [\n -94.7021484375,\n 45.24395342262324\n ],\n [\n -95.8447265625,\n 43.644025847699496\n ],\n [\n -96.6796875,\n 42.553080288955826\n ],\n [\n -96.7236328125,\n 41.83682786072714\n ],\n [\n -96.328125,\n 40.78054143186031\n ],\n [\n -95.2734375,\n 39.16414104768742\n ],\n [\n -94.8779296875,\n 38.37611542403604\n ],\n [\n -93.8232421875,\n 37.996162679728116\n ],\n [\n -90.7470703125,\n 37.54457732085582\n ],\n [\n -89.69238281249999,\n 37.71859032558816\n ],\n [\n -88.1982421875,\n 38.03078569382294\n ],\n [\n -87.01171875,\n 38.685509760012\n ],\n [\n -85.78125,\n 39.16414104768742\n ],\n [\n -86.4404296875,\n 42.45588764197166\n ],\n [\n -86.8798828125,\n 43.29320031385282\n ],\n [\n -87.099609375,\n 44.15068115978091\n ],\n [\n -86.044921875,\n 45.9511496866914\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa604","contributors":{"authors":[{"text":"Siegel, D. I.","contributorId":77562,"corporation":false,"usgs":true,"family":"Siegel","given":"D.","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":219837,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30618,"text":"wri884116 - 1989 - Effects of river discharge and high-tide stage on salinity intrusion in the Weeki Wachee, Crystal, and Withlacoochee River estuaries, southwest Florida","interactions":[],"lastModifiedDate":"2023-01-11T19:20:43.62085","indexId":"wri884116","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4116","title":"Effects of river discharge and high-tide stage on salinity intrusion in the Weeki Wachee, Crystal, and Withlacoochee River estuaries, southwest Florida","docAbstract":"

The Weeki Wachee, Crystal, and Withlacoochee Rivers are coastal streams flowing into the Gulf of Mexico that may be affected by either future surface water or groundwater withdrawals. Reduction of river discharge will affect the upstream extent of saltwater intrusion in the rivers; however, under certain reduced low-flow discharges, the estimated change in upstream extent of saltwater intrusion is on the order of several tenths of a mile and frequently is within the range of predicted error. Data on flow, tides, and salinity describe the physical characteristics of the Weeki Wachee, Crystal, and Withlacoochee River systems. Vertical and longitudinal salinity profiles indicate that salinity of the rivers increases downstream and varies substantially at any given location. The Weeki Wachee River system is the best mixed of the three. The Crystal River system exhibited the next best mixed system, and the Withlacoochee River system exhibited the most variation in its salinity regime. The daily maximum upstream extent of salinity intrusion is described by multiple linear-regression analysis based on daily mean streamflow of each river and high-tide stage of the gulf. The equations are used to show the effects of discharge on the daily maximum upstream extent of salinity intrusion in the rivers.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884116","usgsCitation":"Yobbi, D.K., and Knochenmus, L.A., 1989, Effects of river discharge and high-tide stage on salinity intrusion in the Weeki Wachee, Crystal, and Withlacoochee River estuaries, southwest Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4116, v, 63 p., https://doi.org/10.3133/wri884116.","productDescription":"v, 63 p.","costCenters":[],"links":[{"id":411726,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47032.htm","linkFileType":{"id":5,"text":"html"}},{"id":59383,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4116/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123856,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4116/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Weekee, Crystal, and Withlacoochee River estuaries","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.75,\n 29.1167\n ],\n [\n -82.75,\n 28.4364\n ],\n [\n -82.4217,\n 28.4364\n ],\n [\n -82.4217,\n 29.1167\n ],\n [\n -82.75,\n 29.1167\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae8ea","contributors":{"authors":[{"text":"Yobbi, D. K.","contributorId":56622,"corporation":false,"usgs":true,"family":"Yobbi","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":203549,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knochenmus, L. A.","contributorId":60683,"corporation":false,"usgs":true,"family":"Knochenmus","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203550,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30614,"text":"wri894004 - 1989 - Water quality and supply on Cortina Rancheria, Colusa County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri894004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4004","title":"Water quality and supply on Cortina Rancheria, Colusa County, California","docAbstract":"Cortina Rancheria covers an area of 1 sq mi in Colusa County, California, near the western edge of the Sacramento Valley. Local sources of water for residents of the rancheria are of poor quality or limited availability. Domestic needs are presently met by water from a hand-dug well and from a drilled well with a potential yield of 15 gal/min. Water from both wells fails to meet California State drinking-water standards, primarily because of high concentrations of chloride and dissolved solids. High concentrations of sodium and boron pose additional problems for agricultural use of the water. The dissolved ions originate in Upper Cretaceous marine sediments of the Cortina Formation, which occurs at or near land surface throughout the rancheria. Small quantities of fresh groundwater may occur locally in the Tehama Formation which overlies the Cortina Formation in the eastern part of the rancheria. Canyon Creek, the largest stream on the rancheria, flows only during winter and spring. Water from one of the rancheria 's three springs meet drinking water standards, but it almost stops flowing in summer. The generally poor quality of ground and surface water on the rancheria is typical of areas along the west side of the Sacramento Valley. Additional hydrologic information could indicate more precisely the quantity and quality of surface and groundwater on Cortina Rancheria. Principal features of a possible data-collection program would include monitoring of discharge and water quality in three springs and in Canyon Creek, electromagntic terrain conductivity surveys, and monitoring of water levels and quality in two existing wells and several proposed test wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies may be purchased from U.S. Geological Survey Books and Open-File Reports Section,","doi":"10.3133/wri894004","usgsCitation":"Yates, E., 1989, Water quality and supply on Cortina Rancheria, Colusa County, California: U.S. Geological Survey Water-Resources Investigations Report 89-4004, iv, 28 p. :ill. ;28 cm., https://doi.org/10.3133/wri894004.","productDescription":"iv, 28 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":160160,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4004/report-thumb.jpg"},{"id":59381,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f323d","contributors":{"authors":[{"text":"Yates, E.B.","contributorId":77973,"corporation":false,"usgs":true,"family":"Yates","given":"E.B.","email":"","affiliations":[],"preferred":false,"id":203543,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}