No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1476","usgsCitation":"Bryant, B., 1988, Geology of the Farmington Canyon complex, Wasatch Mountains, Utah: U.S. Geological Survey Professional Paper 1476, Report: iv, 54 p., 1 Plate: 33.00 x 41.00 inches, https://doi.org/10.3133/pp1476.","productDescription":"Report: iv, 54 p., 1 Plate: 33.00 x 41.00 inches","costCenters":[],"links":[{"id":119326,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1476/report-thumb.jpg"},{"id":64789,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1476/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64788,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1476/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":495912,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4897.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Utah","otherGeospatial":"Farmington Canyon complex, Wasatch Mountains","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -111.9394,\n 41.25\n ],\n [\n -111.9394,\n 40.8275\n ],\n [\n -111.6858,\n 40.8275\n ],\n [\n -111.6858,\n 41.25\n ],\n [\n -111.9394,\n 41.25\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae4af","contributors":{"authors":[{"text":"Bryant, Bruce bbryant@usgs.gov","contributorId":1355,"corporation":false,"usgs":true,"family":"Bryant","given":"Bruce","email":"bbryant@usgs.gov","affiliations":[],"preferred":false,"id":219771,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38401,"text":"pp1466A - 1988 - Geology and tectonic history of the lower Cape Fear River valley, southeastern North Carolina","interactions":[],"lastModifiedDate":"2022-03-31T18:32:18.257183","indexId":"pp1466A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"1466","chapter":"A","title":"Geology and tectonic history of the lower Cape Fear River valley, southeastern North Carolina","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1466A","usgsCitation":"Soller, D.R., 1988, Geology and tectonic history of the lower Cape Fear River valley, southeastern North Carolina: U.S. Geological Survey Professional Paper 1466, Report: iv, 60 p.; 1 Plate: 17.50 × 22.00 inches, https://doi.org/10.3133/pp1466A.","productDescription":"Report: iv, 60 p.; 1 Plate: 17.50 × 22.00 inches","costCenters":[],"links":[{"id":64768,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1466a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397943,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4891.htm"},{"id":64769,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1466a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119817,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1466a/report-thumb.jpg"}],"scale":"250000","country":"United States","state":"North Carolina","otherGeospatial":"lower Cape Fear River valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -79.1381,\n 34\n ],\n [\n -78,\n 34\n ],\n [\n -78,\n 35\n ],\n [\n -79.1381,\n 35\n ],\n [\n -79.1381,\n 34\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db684258","contributors":{"authors":[{"text":"Soller, D. R.","contributorId":25923,"corporation":false,"usgs":true,"family":"Soller","given":"D.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":219755,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28455,"text":"wri884045 - 1988 - Streamflows in Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri884045","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4045","title":"Streamflows in Wyoming","docAbstract":"A description of the occurrence and availability of surface waters in Wyoming is presented along with explanations of both streamflow-data collection and methods for estimating streamflow characteristics at gaged and ungaged sites. Mountain ranges separate the major drainage basins and have a significant effect on the quantity of precipitation and the volume of runoff that occurs in Wyoming. Perennial streams that originate in the mountains provide the most dependable source of runoff; streams that originate in the plains and deserts generally are intermittent or ephemeral and have extended periods of no flow. Streamflow data for several hundred gaged sites in the State are available for engineering and management purposes. When gaged data are not available, methods for estimating streamflow characteristics are needed. Methods presented in this report for estimating streamflow characteristics have been improved over previous methods through the use of refined analytical techniques and an updated data base. Peak-flow characteristics and mean annual runoff at ungaged sites can be estimated by using regression equations, with either basin characteristics or channel width being independent variables. Log-linear regression equations are used for estimating streamflow characteristics in the mountains; whereas, curvilinear equations of double-exponential form were determined to be more appropriate than log-linear relations for depicting peak flows in the plains and deserts. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884045","usgsCitation":"Lowham, H., 1988, Streamflows in Wyoming: U.S. Geological Survey Water-Resources Investigations Report 88-4045, vi, 84 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri884045.","productDescription":"vi, 84 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":159574,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4045/report-thumb.jpg"},{"id":57256,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4045/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57257,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4c9b","contributors":{"authors":[{"text":"Lowham, H. W.","contributorId":8111,"corporation":false,"usgs":true,"family":"Lowham","given":"H. W.","affiliations":[],"preferred":false,"id":199828,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28925,"text":"wri874262 - 1988 - Sedimentation and water quality in the West Branch Shade River basin, Ohio, 1983-85","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri874262","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4262","title":"Sedimentation and water quality in the West Branch Shade River basin, Ohio, 1983-85","docAbstract":"Loss of channel conveyance from deposition of sediment from abandoned surface mines in the West Branch Shade River basin has resulted in frequent flooding. In addition, water quality in the West Branch Shade River and some of its tributaries is typical of streams affected by acid mine drainage. About 938 acres were surfaced mined and abandoned in West Branch Shade River basin. By the end of 1984, about 450 acres were reclaimed. The purpose of this study was to measure the effects of abandoned surface mines and their reclamation on suspended-sediment load, channel cross-section profile, and water quality of West Branch Shade River.\r\n\r\nSediment data were collected from June 1983 through September 1985. Daily suspended-sediment samples were collected and continuous streamflow data were recorded at two locations in West Branch Shade River basin and one location in the unmined, East Branch Shade River basin. Water-quality samples were collected three times per year, from June 1983 through July 1986, at four locations in the West Branch Shade River basin and at one location in East Branch Shade River basin and at one location in East Branch Shade River basin. Stream-channel cross sections were surveyed at least twice per year at 10 locations.\r\n\r\nDuring the period of study, annual mean suspended-sediment concentration was unchanged for the unmined, East Branch Shade River basin; 0.28 ton per acre-foot of runoff in 1984 and 1985 water years. Annual suspended-sediment concentration, in tons per acre foot, in West Branch Shade River near Harrisonville, from 8.6 in 1984 water year to 0.15 in 1985 water year. In West Branch Shade River near Burlingham, where 48 percent of the abandoned mines were reclaimed by the end of 1984, annual mean suspended-sediment concentration was unchanged (0.5 ton per acre-foot of runoff) in 1984 and 1985 water years and was twice that of the unmined basin.\r\n\r\nChannel profiles, surveyed at each of the 10 cross sections, indicated scouring at two locations and filling at one location. West Branch Shade River near Harrisonville was scouring, whereas West Branch Shade River near Burlingham was filling. Although the source of sediment in the headwaters had been greatly reduced with reclamation, the sediments previously deposited and stored in the channel of West Branch Shade River most likely will continue to provide a suspended-sediment supply and contribute to channel filling farther downstream. In addition, part of West Branch Shade River basin is still largely unreclaimed and continues as a suspended-sediment source.\r\n\r\nOn the basis of successive cross-section profiles, the down-stream-most cross section surveyed in Kingsbury Creek, a tributary to West Branch Shade River, also appeared to be scouring. The cause of the scouring is unknown, as no reclamation activities have occurred in that part of the basin.\r\n\r\nThe quality of West Shade River was characteristic of streams draining abandoned or improperly reclaimed surface mines in southeastern Ohio. Median alkalinity was less than 25 mg/L (milligrams per liter) as CaCO3 at the three mined sites. Median sulfate concentration was 44 mg/L at the unmined site compared to 128 mg/L at the mined sites. Median manganese concentration was 10 times higher at the mined sites than the unmined sites. Both sulfate and manganese are indicators of the presence of acid mine drainage.\r\n\r\nThe greatest change in water quality during the study period was observed in West Branch Shade River near Harrisonville, above which all abandoned mine lands were reclaimed. The pH at that site increased to neutral by the end of the study. In addition, alkalinity concentration increased, and acidity concentration decreased. As has been observed in previous studies of abandoned surface mines that have been reclaimed, manganese and sulfate concentrations did not change following reclamation. No change in water quality was observed at the two downstream sites during the period of study. However, th","language":"ENGLISH","publisher":"U.S. Geological Survey, 1988","doi":"10.3133/wri874262","usgsCitation":"Oblinger Childress, C.J., and Jones, R., 1988, Sedimentation and water quality in the West Branch Shade River basin, Ohio, 1983-85: U.S. Geological Survey Water-Resources Investigations Report 87-4262, v, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874262.","productDescription":"v, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159156,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4262/report-thumb.jpg"},{"id":57798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47a4e4b07f02db49750c","contributors":{"authors":[{"text":"Oblinger Childress, C. J.","contributorId":77947,"corporation":false,"usgs":true,"family":"Oblinger Childress","given":"C.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200630,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, R.L.","contributorId":39785,"corporation":false,"usgs":true,"family":"Jones","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":200629,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27458,"text":"wri854269 - 1988 - Hydrology and water quality of the principal springs in Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri854269","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"85-4269","title":"Hydrology and water quality of the principal springs in Puerto Rico","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854269","usgsCitation":"Guzman-Rios, S., 1988, Hydrology and water quality of the principal springs in Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 85-4269, v, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854269.","productDescription":"v, 30 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121950,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4269/report-thumb.jpg"},{"id":56318,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4269/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604bb7","contributors":{"authors":[{"text":"Guzman-Rios, Senen sgguzman@usgs.gov","contributorId":2853,"corporation":false,"usgs":true,"family":"Guzman-Rios","given":"Senen","email":"sgguzman@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":198152,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":66037,"text":"i1765 - 1988 - Geologic map of the Westwater 30' x 60' Quadrangle, Grand and Uinta counties, Utah and Garfield and Mesa counties, Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:11:08","indexId":"i1765","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1765","subseriesTitle":"NONE","title":"Geologic map of the Westwater 30' x 60' Quadrangle, Grand and Uinta counties, Utah and Garfield and Mesa counties, Colorado","language":"ENGLISH","doi":"10.3133/i1765","usgsCitation":"Gualtieri, J.L., 1988, Geologic map of the Westwater 30' x 60' Quadrangle, Grand and Uinta counties, Utah and Garfield and Mesa counties, Colorado: U.S. Geological Survey IMAP 1765, 1 map :col. ;55 x 87 cm., on sheet 81 x 122 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1765.","productDescription":"1 map :col. ;55 x 87 cm., on sheet 81 x 122 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":107117,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9904.htm","linkFileType":{"id":5,"text":"html"},"description":"9904"},{"id":189543,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"100000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110,39 ], [ -110,39.5 ], [ -109,39.5 ], [ -109,39 ], [ -110,39 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689bf6","contributors":{"authors":[{"text":"Gualtieri, J. L.","contributorId":106492,"corporation":false,"usgs":true,"family":"Gualtieri","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":273894,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28944,"text":"wri884041 - 1988 - Estimating flood hydrographs and volumes for Alabama streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri884041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4041","title":"Estimating flood hydrographs and volumes for Alabama streams","docAbstract":"The hydraulic design of highway drainage structures involves an evaluation of the effect of the proposed highway structures on lives, property, and stream stability. Flood hydrographs and associated flood volumes are useful tools in evaluating these effects. For design purposes, the Alabama Highway Department needs information on flood hydrographs and volumes associated with flood peaks of specific recurrence intervals (design floods) at proposed or existing bridge crossings. This report will provide the engineer with a method to estimate flood hydrographs, volumes, and lagtimes for rural and urban streams in Alabama with drainage areas less than 500 sq mi. Existing computer programs and methods to estimate flood hydrographs and volumes for ungaged streams have been developed in Georgia. These computer programs and methods were applied to streams in Alabama. The report gives detailed instructions on how to estimate flood hydrographs for ungaged rural or urban streams in Alabama with drainage areas less than 500 sq mi, without significant in-channel storage or regulations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884041","usgsCitation":"Olin, D., and Atkins, J., 1988, Estimating flood hydrographs and volumes for Alabama streams: U.S. Geological Survey Water-Resources Investigations Report 88-4041, v, 25 p. :ill., map ;28 cm., https://doi.org/10.3133/wri884041.","productDescription":"v, 25 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":120141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4041/report-thumb.jpg"},{"id":57820,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4041/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc98d","contributors":{"authors":[{"text":"Olin, D.A.","contributorId":106905,"corporation":false,"usgs":true,"family":"Olin","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":200658,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Atkins, J.B.","contributorId":63842,"corporation":false,"usgs":true,"family":"Atkins","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":200657,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3967,"text":"cir1018 - 1988 - Proceedings of the 1987 Exclusive Economic Zone symposium on mapping and research; planning for the next 10 years","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"cir1018","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1018","title":"Proceedings of the 1987 Exclusive Economic Zone symposium on mapping and research; planning for the next 10 years","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/cir1018","usgsCitation":"Lockwood, M., and McGregor, B.A., 1988, Proceedings of the 1987 Exclusive Economic Zone symposium on mapping and research; planning for the next 10 years: U.S. Geological Survey Circular 1018, iii, 175 p. :ill., maps ;28 cm., https://doi.org/10.3133/cir1018.","productDescription":"iii, 175 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":117580,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1988/1018/report-thumb.jpg"},{"id":31053,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1988/1018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db6605ab","contributors":{"authors":[{"text":"Lockwood, Millington","contributorId":91843,"corporation":false,"usgs":true,"family":"Lockwood","given":"Millington","email":"","affiliations":[],"preferred":false,"id":147916,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McGregor, Bonnie A.","contributorId":61022,"corporation":false,"usgs":true,"family":"McGregor","given":"Bonnie","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":147915,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":61524,"text":"mf2004 - 1988 - Reinterpreted geologic map and fossil data, Charley River quadrangle, east-central Alaska","interactions":[],"lastModifiedDate":"2022-04-11T18:44:36.796626","indexId":"mf2004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2004","title":"Reinterpreted geologic map and fossil data, Charley River quadrangle, east-central Alaska","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf2004","usgsCitation":"Dover, J.H., and Miyaoka, R., 1988, Reinterpreted geologic map and fossil data, Charley River quadrangle, east-central Alaska: U.S. Geological Survey Miscellaneous Field Studies Map 2004, 2 Plates: 50.39 x 30.55 inches and 35.39 x 29.17 inches, https://doi.org/10.3133/mf2004.","productDescription":"2 Plates: 50.39 x 30.55 inches and 35.39 x 29.17 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":182480,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf2004.PNG"},{"id":327624,"rank":102,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2004/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398498,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13111.htm"},{"id":327623,"rank":101,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/2004/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":111426,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.dggs.dnr.state.ak.us/pubs/id/13097","linkFileType":{"id":5,"text":"html"}}],"scale":"250000","country":"United States","state":"Alaska","otherGeospatial":"Charley River Quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -144,65 ], [ -144,66 ], [ -141,66 ], [ -141,65 ], [ -144,65 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c382","contributors":{"authors":[{"text":"Dover, J. H.","contributorId":75545,"corporation":false,"usgs":true,"family":"Dover","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":265870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miyaoka, R. T.","contributorId":11659,"corporation":false,"usgs":true,"family":"Miyaoka","given":"R. T.","affiliations":[],"preferred":false,"id":265869,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":67347,"text":"i1310E - 1988 - Geochemical interpretive and summary maps, Silver City 1° x 2° quadrangle, New Mexico and Arizona","interactions":[],"lastModifiedDate":"2021-10-22T20:35:28.911257","indexId":"i1310E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1310","chapter":"E","title":"Geochemical interpretive and summary maps, Silver City 1° x 2° quadrangle, New Mexico and Arizona","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i1310E","usgsCitation":"Watts, K.C., and Hassemer, J., 1988, Geochemical interpretive and summary maps, Silver City 1° x 2° quadrangle, New Mexico and Arizona: U.S. Geological Survey IMAP 1310, 2 Plates: 47.92 × 40.75 inches and 40.50 × 26.67 inches, https://doi.org/10.3133/i1310E.","productDescription":"2 Plates: 47.92 × 40.75 inches and 40.50 × 26.67 inches","costCenters":[],"links":[{"id":390865,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9134.htm"},{"id":256362,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1310e/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":256361,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1310e/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":256363,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1310e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":256364,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1310e/report-thumb.jpg"}],"scale":"250000","country":"United States","state":"Arizona, New Mexico","otherGeospatial":"Silver City 1° x 2° quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110,32 ], [ -110,33 ], [ -108,33 ], [ -108,32 ], [ -110,32 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae25e","contributors":{"authors":[{"text":"Watts, K. C.","contributorId":49344,"corporation":false,"usgs":true,"family":"Watts","given":"K.","middleInitial":"C.","affiliations":[],"preferred":false,"id":276025,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hassemer, J.R.","contributorId":18761,"corporation":false,"usgs":true,"family":"Hassemer","given":"J.R.","affiliations":[],"preferred":false,"id":276024,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28233,"text":"wri884190 - 1988 - Reassessment of the Georgetown limestone as a hydrogeologic unit of the Edwards Aquifer, Georgetown area, Texas","interactions":[],"lastModifiedDate":"2016-08-10T15:38:41","indexId":"wri884190","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4190","title":"Reassessment of the Georgetown limestone as a hydrogeologic unit of the Edwards Aquifer, Georgetown area, Texas","docAbstract":"The Edwards aquifer consists of geologic units known as the Comanche Peak (oldest) and Edwards Limestones, Kiamichi Formation, and Georgetown Limestone. The Edwards Limestone is the main water-bearing zone. The shallow geologic units dip to the east-southeast at a slope of 50 to 100 feet per mile in the Georgetown area. The Edwards aquifer extends from the western limits of the outcrop to the transition zone from freshwater to saline water to the east. The downdip continuity of the geologic units is interrupted by several faults in the Balcones fault zone. The aquifer is recharged by the infiltration of precipitation and streamflow in the outcrop and is discharged by springs in the outcrop and by wells, evapotranspiration, and leakage through the overlying confining bed in the confined area. Streams in the area regionally flow from the west to the east.
\nA reassessment of the uppermost geologic unit of the Edwards aquifer, the Georgetown Limestone, was conducted in the Georgetown area, Texas, using: (1) data from six surveys of streamflow gains and losses and ground-water levels, (2) aquifer tests at three clusters of test wells, (3) variation in water-quality characteristics to indicate ground-water circulation, and (4) previous studies. Data from the six surveys did not show a pattern of corresponding streamflow gains and losses with positive (upward) and negative (downward) head differentials, respectively, between the main water-bearing zone of the Edwards aquifer and the streams. A consistent and corresponding pattern was shown only for the subreach containing Berry Springs.
\nThe aquifer tests consisted of \"slug\" test analyses to determine the transmissive characteristics of the Georgetown Limestone and produced 8 9 hydraulic conductivity values ranging from 1.4 X 10-8 to 2.8 X 10-9 centimeters per second at four of the six test wells. The other two test wells did not produce data suitable for conventional aquifer-test analysis.
\nAn analysis of the water-quality characteristics suggests that the Edwards Limestone and the streams have a significant hydraulic connection but the ground-water circulation between the Edwards Limestone and the Georgetown Limestone is very limited. The only area where a high degree of hydraulic connection between the main water-bearing zone of the Edwards aquifer (Edwards Limestone) and the streams was found is near the updip limits of the Georgetown Limestone, where a nearby major fault occurs and where major springs have developed. These findings suggest that the Georgetown Limestone does not function as a unit of the Edwards aquifer but as a regional confining bed with localized avenues that allow flow to and from the underlying Edwards aquifer.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri884190","usgsCitation":"Land, L.F., and Dorsey, M., 1988, Reassessment of the Georgetown limestone as a hydrogeologic unit of the Edwards Aquifer, Georgetown area, Texas: U.S. Geological Survey Water-Resources Investigations Report 88-4190, v, 49 p., https://doi.org/10.3133/wri884190.","productDescription":"v, 49 p.","numberOfPages":"54","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":57063,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4190/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159324,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4190/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a6eb","contributors":{"authors":[{"text":"Land, L. F.","contributorId":17253,"corporation":false,"usgs":true,"family":"Land","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199435,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":199436,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26524,"text":"wri884047 - 1988 - Low-flow profiles of the upper Savannah and Ogeechee Rivers and tributaries in Georgia","interactions":[],"lastModifiedDate":"2017-01-25T08:39:40","indexId":"wri884047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4047","title":"Low-flow profiles of the upper Savannah and Ogeechee Rivers and tributaries in Georgia","docAbstract":"Low flow information is provided for use in an evaluation of the capacity of streams to permit withdrawals or to accept waste loads without exceeding the limits of State water quality standards. The purpose of this report is to present the results of a compilation of available low flow data in the form of tables and ' 7Q10 flow profiles ' (minimum average flow for 7 consecutive days with a 10-yr recurrence interval)(7Q10 flow plotted against distance along a stream channel) for all streams reaches of the Upper Savannah and Ogeechee Rivers and tributaries where sufficient data of acceptable accuracy are available. Drainage area profiles are included for all stream basins larger than 5 sq mi, except for those in a few remote areas. This report is the third in a series of reports that will cover all stream basins north of the Fall Line in Georgia. It includes the Georgia part of the Savannah River basin from its headwaters down to and including McBean Creek, and Brier Creek from its headwaters down to and including Boggy Gut Creek. It also includes the Ogeechee River from its headwaters down to and including Big Creek, and Rocky Comfort Creek (tributary to Ogeechee River) down to the Glascock-Jefferson County line. Flow records were not adjusted for diversions or other factors that cause measured flows to represent other than natural flow conditions. The 7-day minimum flow profile was omitted for stream reaches where natural flow was known to be altered significantly. 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A.","suffix":"III","affiliations":[],"preferred":false,"id":199376,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27922,"text":"wri884084 - 1988 - Geologic setting and water quality of selected basins in the active coal-mining areas of Ohio, June 1985 through December 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri884084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","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":"88-4084","title":"Geologic setting and water quality of selected basins in the active coal-mining areas of Ohio, June 1985 through December 1986","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884084","usgsCitation":"Jones, A., 1988, Geologic setting and water quality of selected basins in the active coal-mining areas of Ohio, June 1985 through December 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4084, vi, 85 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884084.","productDescription":"vi, 85 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119871,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4084/report-thumb.jpg"},{"id":56736,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4084/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56737,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4084/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56738,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4084/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56739,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4084/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56740,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4084/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688295","contributors":{"authors":[{"text":"Jones, A.L.","contributorId":63049,"corporation":false,"usgs":true,"family":"Jones","given":"A.L.","email":"","affiliations":[],"preferred":false,"id":198906,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27929,"text":"wri874278 - 1988 - Flood of October 1986 at Seward, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri874278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4278","title":"Flood of October 1986 at Seward, Alaska","docAbstract":"Broad areas along the lower Resurrection River and Salmon Creek as well as the surfaces of several adjacent alluvial fans in the Seward area were flooded as a result of the intensive rainstorm of October 9-11, 1986. Severe erosion took place through the steep gradient, mountain canyons and near the apex of the fans, while rock and debris were deposited on the distal parts of the fans. In Godwin, Lost, Box Canyon, Japanese, and Spruce Creek basins, and perhaps others, landslides or debris avalanches dammed the streams temporarily. Subsequent failure or overtopping of these dams led to ' surge-release ' flooding; peak discharge of such a flood at Spruce Creek was 13,600 cu ft/sec, four times as great as any previously known maximum discharge from the basin and 2.5 times as great as the runoff rate from the debris dam. Flood discharges were determined indirectly--using the slope-area method--at ten high-gradient reaches on nine streams. Computed peak discharges for several small basins were the largest since records began in 1963. The largest rainfall-runoff rate unaffected by surge-release was 1 ,020 cu ft per sec per sq mi at Rudolph Creek, which has a drainage area of 1.00 sq mi. The 15.05 inches of rain that fell in one 24-hour period during the storm was assigned a recurrence interval of 100 years or greater. The length of the streamflow record available for most Seward area streams-25 years or less-is inadequate to reliably define flood frequency relations for recurrence intervals as great as 100 years. However, the slope-area determined discharge of Spruce Creek above the debris avalanche indicates a recurrence interval of a 100 years or greater. In addition, conventional flood-frequency analysis techniques are not applicable to peak discharges that are affected by surge-release phenomena. Large, damaging floods have repeatedly caused major damage in the Seward area, and the potential for catastrophic, debris-laden floods is an ever-present threat to areas bordering the many steep mountain streams. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874278","usgsCitation":"Jones, S.H., and Zenone, C., 1988, Flood of October 1986 at Seward, Alaska: U.S. Geological Survey Water-Resources Investigations Report 87-4278, vi, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874278.","productDescription":"vi, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4278/report-thumb.jpg"},{"id":56743,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4278/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56744,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4278/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56745,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4278/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6b6b","contributors":{"authors":[{"text":"Jones, S. H.","contributorId":68759,"corporation":false,"usgs":true,"family":"Jones","given":"S.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":198920,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zenone, Chester","contributorId":8094,"corporation":false,"usgs":true,"family":"Zenone","given":"Chester","email":"","affiliations":[],"preferred":false,"id":198919,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27980,"text":"wri874232 - 1988 - Economic comparison of two types of automatic water-quality monitors","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri874232","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4232","title":"Economic comparison of two types of automatic water-quality monitors","docAbstract":"A comparison of the U.S. Geological Survey's minimonitor system with a self-contained, 'package-sensor' system indicates that the package-sensor system requires less servicing time. The U.S. Geological Survey minimonitor is powered by an external battery and is housed in a weatherproof shelter. This instrument measures temperature, specific conductance, dissolved oxygen, and pH by means of sensors with extension cables having underewater connectors; data are recorder in binary coded decimal form on a 16-channel punched-paper-tape recorder that is housed in a shelter. The packaged-sensor system also measures temperature, specific conductanoe,dissolved oxygen, and pH by means of sensors housed in a package that is submerged in the stream. It has an internal power supply, no moving parts, anf does not require a weatherproof shelter; data are stored in solid-state memory.\r\n\r\nMinimonitors were installed at four sites in Ohio where U.S. Geological Survey flowthrough monitors already were in opertion. Two package-sensor systems also assigned to each site and alternated every 2 weeks. Detailed records were kept of (1) time involved in operation and maintenace of the systems, and (2) equipment problems during the test period, which lasted from October 1985 through September 1986. Equipment costs were not considered in the economic evaluation.\r\n\r\nResults of the comparisons show that the packaged-sensor system required less time to install, operate, and maintain than the minimonitor system.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874232","usgsCitation":"Katzenbach, M., 1988, Economic comparison of two types of automatic water-quality monitors: U.S. Geological Survey Water-Resources Investigations Report 87-4232, iv, 24 p. :ill., map ;28 cm., https://doi.org/10.3133/wri874232.","productDescription":"iv, 24 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124073,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4232/report-thumb.jpg"},{"id":56796,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4232/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae2e4b07f02db688ca8","contributors":{"authors":[{"text":"Katzenbach, Max","contributorId":43000,"corporation":false,"usgs":true,"family":"Katzenbach","given":"Max","affiliations":[],"preferred":false,"id":199003,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70006647,"text":"70006647 - 1988 - Eustrongylides sp. epizootic in young common egrets (Casmerodius albus)","interactions":[],"lastModifiedDate":"2015-06-22T12:09:40","indexId":"70006647","displayToPublicDate":"1990-01-01T14:29:00","publicationYear":"1988","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":948,"text":"Avian Diseases","active":true,"publicationSubtype":{"id":10}},"title":"Eustrongylides sp. epizootic in young common egrets (Casmerodius albus)","docAbstract":"In May 1985, epizootic mortality was reported in common egrets (Casmerodius albus) on Avery Island, Louisiana. Subsequent investigation revealed that more than 400 birds died. Severe peritoneal nematodiasis (Eustrongylides sp.) was found on postmortem examination. A nearby breeding rookery on the same island was apparently unaffected. Reasons for this selective mortality are presented. Three other reports of epizootic mortality due to Eustrongylides sp. have been reported. This is the first report of this type of epizootic in gulf-coast birds.
","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Avian Diseases","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"American Association of Avian Pathologists","doi":"10.2307/1590964","usgsCitation":"Roffe, T.J., 1988, Eustrongylides sp. epizootic in young common egrets (Casmerodius albus): Avian Diseases, v. 32, no. 1, p. 143-147, https://doi.org/10.2307/1590964.","productDescription":"5 p.","startPage":"143","endPage":"147","numberOfPages":"5","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":456,"text":"National Wildlife Health Center","active":true,"usgs":true}],"links":[{"id":288527,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":288525,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.2307/1590964"}],"country":"United States","state":"Louisiana","otherGeospatial":"Avery Island","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -91.91496849060059,\n 29.913653250126316\n ],\n [\n -91.90973281860352,\n 29.915215556961137\n ],\n [\n -91.90406799316406,\n 29.916405869526507\n ],\n [\n -91.89943313598633,\n 29.915587531166274\n ],\n [\n -91.89436912536621,\n 29.912983682551143\n ],\n [\n -91.88612937927246,\n 29.90561814212044\n ],\n [\n -91.8852710723877,\n 29.891331905340916\n ],\n [\n -91.88544273376463,\n 29.884039182538462\n ],\n [\n -91.88810348510742,\n 29.87808554395175\n ],\n [\n -91.90363883972168,\n 29.875629564481528\n ],\n [\n -91.91831588745116,\n 29.875108591364317\n ],\n [\n -91.92861557006836,\n 29.882848483258684\n ],\n [\n -91.93041801452637,\n 29.889248324693032\n ],\n [\n -91.93204879760742,\n 29.895796574352545\n ],\n [\n -91.92990303039551,\n 29.904278894434487\n ],\n [\n -91.92398071289062,\n 29.911198147008825\n ],\n [\n -91.91496849060059,\n 29.913653250126316\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"32","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"539acbf6e4b0e83db6d08f1c","contributors":{"authors":[{"text":"Roffe, Thomas J.","contributorId":56596,"corporation":false,"usgs":true,"family":"Roffe","given":"Thomas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":354928,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70156297,"text":"70156297 - 1988 - Phytoplankton growth rates in a light-limited environment, San Francisco Bay","interactions":[],"lastModifiedDate":"2018-09-12T16:19:01","indexId":"70156297","displayToPublicDate":"1990-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2663,"text":"Marine Ecology Progress Series","active":true,"publicationSubtype":{"id":10}},"title":"Phytoplankton growth rates in a light-limited environment, San Francisco Bay","docAbstract":"Phytoplankton cells reside in a turbulent medium partitioned into an upper photic zone that sustains photosynthesis, and a lower aphotic zone that does not. In estuaries, vertical mixing rates between these 2 zones can be rapid (< 1 generation time) because of tidal stirring and because the mixing depth is generally shallow. Moreover, the photic depth is characteristically shallow in estuaries because of the high seston concentrations that typify these systems (e.g. Cloern 1987). Hence the mean light exposure of phytoplankton cells, and their rates of photosynthesis and growth in estuaries, should be related to the ratio of photic depth Zp to mixing Zm, (defined as either the water column depth, or the surface layer depth in a stratified estuary).
\nGrobbelar (1985) has measured phytoplankton production in turbid waters and used the ratio Zp:Zm as a simple index to quantify the degree of light limitation. Harris and his colleagues have examined in detail the importance of the Zp:Zm ratio in lakes for influencing variability of phytoplankton production and photosynthetic parameters (Harris et al. 1980), and variability of species composition both temporally (Harris & Piccinin 1980) and spatially (Haffner et al. 1980). Phytoplankton growth rates have only rarely been measured in estuaries (Malone 1977, Furnas 1982, Harding et al. 1986) where cycling rates between the photic and aphotic zones can be much faster than in lakes or the open ocean.
\nThis study was motivated by the need for quantitative measures of phytoplankton population growth rate in an estuarine environment, and was designed around the presumption that growth rates can be related empirically to light exposure. We conducted the study in San Francisco Bay (California, USA), which has large horizontal gradients in light availability (Zp:Zm) typical of many coastal plain estuaries, and nutrient concentrations that often exceed those presumed to limit phytoplankton growth (Cloern et al. 1985). We tested the hypothesis that light availability is the primary control of phytoplankton growth, and that previous estimates of growth rate based on the ratio of productivity to biomass (Cloern et al. 1985) are realistic. Specifically, we wanted to verify that growth rate varies spatially along horizontal gradients of light availability indexed as Zp:Zm, such that phytoplankton turnover rate is rapid in shallow clear areas (high Zp:Zm) and slow in deep turbid areas (low Zp:Zm). We used an in situ incubation technique which simulated vertical mixing, and measured both changes in cell number and carbon production as independent estimates of growth rate across a range of Zp:Zm ratios.
","publisher":"Inter-Research","usgsCitation":"Alpine, A.E., and Cloern, J.E., 1988, Phytoplankton growth rates in a light-limited environment, San Francisco Bay: Marine Ecology Progress Series, v. 44, p. 167-173.","productDescription":"7 p.","startPage":"167","endPage":"173","numberOfPages":"7","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true},{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true}],"links":[{"id":306911,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":306910,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.int-res.com/abstracts/meps/v44/"}],"country":"United States","state":"California","city":"San Francisco","otherGeospatial":"San Francisco Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.54974365234374,\n 37.43125050179356\n ],\n [\n -122.54974365234374,\n 38.16047628099622\n ],\n [\n -121.9647216796875,\n 38.16047628099622\n ],\n [\n -121.9647216796875,\n 37.43125050179356\n ],\n [\n -122.54974365234374,\n 37.43125050179356\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"44","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"55d5a8b2e4b0518e3546a4d7","contributors":{"authors":[{"text":"Alpine, Andrea E.","contributorId":54927,"corporation":false,"usgs":true,"family":"Alpine","given":"Andrea","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":568550,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cloern, James E. 0000-0002-5880-6862 jecloern@usgs.gov","orcid":"https://orcid.org/0000-0002-5880-6862","contributorId":1488,"corporation":false,"usgs":true,"family":"Cloern","given":"James","email":"jecloern@usgs.gov","middleInitial":"E.","affiliations":[{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true}],"preferred":true,"id":568551,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70174904,"text":"70174904 - 1988 - Selenium accumulation in benthic bivalves and fine sediments of San Francisco Bay, the Sacramento-San Joaquin Delta, and selected tributaries","interactions":[],"lastModifiedDate":"2020-01-12T13:31:35","indexId":"70174904","displayToPublicDate":"1990-01-01T00:00:00","publicationYear":"1988","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1587,"text":"Estuarine, Coastal and Shelf Science","active":true,"publicationSubtype":{"id":10}},"title":"Selenium accumulation in benthic bivalves and fine sediments of San Francisco Bay, the Sacramento-San Joaquin Delta, and selected tributaries","docAbstract":"Spatial distributions of selenium were determined in fine-grained, oxidized, surface sediments and in two benthic bivalves (Corbicula sp., a suspension-feeding freshwater clam, and Macoma balthica, a deposit-feeding brackish-water clam) within San Francisco Bay, the San Joaquin River and three river systems unlikely to be subject to selenium inputs. Biologically available selenium enters the middle reaches of the San Joaquin River from agricultural runoff. However, selenium concentrations in sediments and Corbicula in the lower San Joaquin, upstream from San Francisco Bay, were not significantly different from concentrations in rivers with no known selenium inputs. Biologically available selenium did not appear to enter the northernmost reach of San Francisco Bay from the San Joaquin River in levels which could measurably influence bioaccumulation by Corbicula. Selenium concentrations in Corbicula were enriched in the northernmost reach of San Francisco Bay compared with the rivers, but several lines of evidence suggested that local inputs (perhaps from urban/industrial waste discharges) were the most important sources. Selenium concentrations in Macoma balthica were also elevated at one station in the northern reach of the Bay and at one station in the extreme South Bay. However, no enrichment was evident at two other stations, suggesting a lack of bay-wide contamination. No significant correlation between selenium and mercury concentrations in Corbicula tissues was observed.
","language":"English","publisher":"Elsevier","doi":"10.1016/0272-7714(88)90095-9","usgsCitation":"Johns, C., Luoma, S.N., and Elrod, V., 1988, Selenium accumulation in benthic bivalves and fine sediments of San Francisco Bay, the Sacramento-San Joaquin Delta, and selected tributaries: Estuarine, Coastal and Shelf Science, v. 27, no. 4, p. 381-396, https://doi.org/10.1016/0272-7714(88)90095-9.","productDescription":"16 p.","startPage":"381","endPage":"396","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":325488,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Sacramento-San Joaquin Delta, San Francisco Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -123.00292968749999,\n 36.94989178681327\n ],\n [\n -121.70654296874999,\n 36.94989178681327\n ],\n [\n -121.70654296874999,\n 38.24680876017446\n ],\n [\n -123.00292968749999,\n 38.24680876017446\n ],\n [\n -123.00292968749999,\n 36.94989178681327\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"27","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5790a190e4b030378fb4745d","contributors":{"authors":[{"text":"Johns, Carolyn","contributorId":173044,"corporation":false,"usgs":false,"family":"Johns","given":"Carolyn","email":"","affiliations":[],"preferred":false,"id":643082,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luoma, Samuel N. 0000-0001-5443-5091 snluoma@usgs.gov","orcid":"https://orcid.org/0000-0001-5443-5091","contributorId":2287,"corporation":false,"usgs":true,"family":"Luoma","given":"Samuel","email":"snluoma@usgs.gov","middleInitial":"N.","affiliations":[{"id":438,"text":"National Research Program - Western Branch","active":true,"usgs":true}],"preferred":true,"id":643083,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Elrod, Virginia","contributorId":173045,"corporation":false,"usgs":false,"family":"Elrod","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":643084,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}