{"pageNumber":"499","pageRowStart":"12450","pageSize":"25","recordCount":16448,"records":[{"id":47717,"text":"wri864081 - 1987 - Hydrology and water quality of East Lake Tohopekaliga, Osceola County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:23","indexId":"wri864081","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4081","title":"Hydrology and water quality of East Lake Tohopekaliga, Osceola County, Florida","docAbstract":"East Lake Tohopekaliga, one of the major lakes in central Florida, is located in the upper Kissimmee River basin in north-east Osceola County. It is one of numerous lakes in the upper basin used for flood control, in addition to recreation and some irrigation of surrounding pasture. This report is the fourth in a series of lake reconnaissance studies in the Kissimmee River basin prepared in cooperation with the South Florida Water Management District. The purpose of the report is to provide government agencies and the public with a brief summary of the lake 's hydrology and water quality. Site information is given and includes map number, site name, location, and type of data available (specific conductivity, pH, alkalinity, turbidity, color, dissolved oxygen, hardness, dissolved chlorides, dissolved sodium, dissolved calcium, dissolved magnesium, dissolved potassium, nitrogen, ammonia, nitrates, carbon and phosphorus). The U.S. Geological Survey (USGS) maintained a lake stage gaging station on East Lake Tohopekaliga from 1942 to 1968. The South Florida Water Management District has recorded lake stage since 1963. Periodic water quality samples have been collected from the lake by the South Florida Water Management District and USGS. Water quality and discharge data have been collected for one major tributary to the lake, Boggy Creek. Although few groundwater data are available for the study area, results of previous studies of the groundwater resources of Osceola County are included in this report. To supplement the water quality data for East Lake Tohopekaliga, water samples were collected at selected sites in November 1982 (dry season) and in August 1983 (rainy season). Samples were taken at inflow points, and in the lake, and vertical profiles of dissolved oxygen and temperature were measured in the lake. A water budget from an EPA report on the lake is also included. (Lantz-PTT)","language":"ENGLISH","doi":"10.3133/wri864081","usgsCitation":"Schiffer, D.M., 1987, Hydrology and water quality of East Lake Tohopekaliga, Osceola County, Florida: U.S. Geological Survey Water-Resources Investigations Report 86-4081, 1 map : col. ; 28 x 29 cm., on sheet 76 x 91 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri864081.","productDescription":"1 map : col. ; 28 x 29 cm., on sheet 76 x 91 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":169427,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":84626,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4081/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e8a7","contributors":{"authors":[{"text":"Schiffer, Donna M. schiffer@usgs.gov","contributorId":2138,"corporation":false,"usgs":true,"family":"Schiffer","given":"Donna","email":"schiffer@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":236067,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47721,"text":"wri874160 - 1987 - Potentiometric surface of the alluvial aquifer and hydrologic conditions in the central Aguirre Quadrangle, Puerto Rico, March 1986","interactions":[],"lastModifiedDate":"2019-08-16T08:43:18","indexId":"wri874160","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4160","title":"Potentiometric surface of the alluvial aquifer and hydrologic conditions in the central Aguirre Quadrangle, Puerto Rico, March 1986","docAbstract":"

No abstract available. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri874160","usgsCitation":"Torres-Gonzalez, S., and Gómez-Gómez, F., 1987, Potentiometric surface of the alluvial aquifer and hydrologic conditions in the central Aguirre Quadrangle, Puerto Rico, March 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4160, 1 Plate: 36.90 x 21.18 inches, https://doi.org/10.3133/wri874160.","productDescription":"1 Plate: 36.90 x 21.18 inches","costCenters":[],"links":[{"id":162193,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4160/report-thumb.jpg"},{"id":366585,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4160/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -66.24086380004883,\n 17.947543986928785\n ],\n [\n -66.21940612792969,\n 17.947543986928785\n ],\n [\n -66.21940612792969,\n 17.959138486783925\n ],\n [\n -66.24086380004883,\n 17.959138486783925\n ],\n [\n -66.24086380004883,\n 17.947543986928785\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682ee5","contributors":{"authors":[{"text":"Torres-Gonzalez, Sigfredo sttorres@usgs.gov","contributorId":3997,"corporation":false,"usgs":true,"family":"Torres-Gonzalez","given":"Sigfredo","email":"sttorres@usgs.gov","affiliations":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"preferred":true,"id":236078,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":236079,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":19115,"text":"ofr87224 - 1987 - Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","interactions":[],"lastModifiedDate":"2017-06-14T10:55:22","indexId":"ofr87224","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-224","title":"Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985","docAbstract":"

Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas, Fort Worth, and San Antonio areas.

\n

The Geological Survey, in cooperation with the Texas Department of Water Reources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.

\n

The objectives of the Austin urban hydrology study are as follows:

\n
    \n
  1. To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.
    2. \n
  2. To determine the effect of urban development on flood peaks and volume.
    3. \n
  3. To determine the variations in water quality during different seasons and flow conditions in representative watersheds with various types of urban development.
    4. \n
  4. To quantitatively appraise the ground-water resources of the Edwards aquifer in hydraulic circulation with Barton Springs, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the aquifer.
    5. \n
\n

This report presents the basic hydrologic data collected in the Austin urban area for the 1985 water year (Oct. 1, 1984 to Sept. 30, 1985). Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-85-3, 1985.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr87224","collaboration":"Prepared in cooperation with the City of Austin","usgsCitation":"Gordon, J., Pate, D., and Dorsey, M., 1987, Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1985: U.S. Geological Survey Open-File Report 87-224, vi, 170 p., https://doi.org/10.3133/ofr87224.","productDescription":"vi, 170 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":150696,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0224/report-thumb.jpg"},{"id":48578,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0224/report.pdf","text":"Report","size":"2.50 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","county":"Austin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.09280395507812,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 29.991812888666043\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6080d5","contributors":{"authors":[{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":180329,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pate, D.L.","contributorId":87145,"corporation":false,"usgs":true,"family":"Pate","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":180331,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":180330,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":57639,"text":"wdrGA861 - 1987 - Water Resources Data for Georgia, Water Year 1986","interactions":[],"lastModifiedDate":"2024-09-19T13:27:27.188419","indexId":"wdrGA861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"GA-86-1","title":"Water Resources Data for Georgia, Water Year 1986","docAbstract":"

This volume of the annual hydrologic data report of Georgia is one of a series of annual reports that document hydrologic data gathered from the U.S. Geological Survey's surface- and ground-water data-collection networks in each State, Puerto Rico, and the Trust Territories. These records of streamflow, ground-water levels, and quality of water provide the hydrologic information needed by State, local, and Federal agencies, and the private sector for developing and managing our Nation's land and water resources. Hydrologic data for Georgia are contained in 1 volume.

","language":"English","doi":"10.3133/wdrGA861","collaboration":"Prepared in cooperation with the State of Georgia and with other agencies","usgsCitation":"Stokes, W., Hale, T., and Buell, G.R., 1987, Water Resources Data for Georgia, Water Year 1986: U.S. Geological Survey Water Data Report GA-86-1, 446 p., https://doi.org/10.3133/wdrGA861.","productDescription":"446 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":438924,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/ga-86-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181633,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/ga-86-1/report-thumb.jpg"}],"country":"United 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B.","contributorId":76317,"corporation":false,"usgs":true,"family":"Bigelow","given":"B.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":278500,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goodell, S. A.","contributorId":38168,"corporation":false,"usgs":true,"family":"Goodell","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":278498,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Newton, G. D.","contributorId":43374,"corporation":false,"usgs":true,"family":"Newton","given":"G.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":278499,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27456,"text":"wri874096 - 1987 - Magnitude and frequency of floods in rural and urban basins of North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T12:53:52","indexId":"wri874096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4096","title":"Magnitude and frequency of floods in rural and urban basins of North Carolina","docAbstract":"The applicability of the nationwide urban flood relations in the Piedmont and Coastal Plain provinces is evaluated. Data for 254 gaging stations on rural streams with 10 or more years of record were used in multiple linear regression analyses with basin and climatic variables, to derive regional relations for estimating flood discharges having recurrence intervals of 2- to 100-years. Rural relations are presented for three hydrologic areas: (1) Blue Ridge-Piedmont, (2) Coastal Plain, and (3) Sand Hills. Drainage area is the only basin characteristic in the relations. The average standard error of estimate of the relations for the Blue Ridge-Piedmont, Coastal Plain, and Sand Hills hydrologic areas is 44, 39, and 24%, respectively. Flood discharges for the 2-, 5-, 10-, 25-, 50-, and 100-year recurrence intervals for the 254 streamflow stations used in the regionalization study are also presented. Flood frequency distributions of simulated annual maximum discharges for four urban basins in the Coastal Plain indicate that the nationwide relations are applicable in the province. The root mean squared error for the 10- and 100-year flood discharges, using the nationwide relations, is 44% and 49%, respectively. Simulated data for six sites in the Piedmont were used to analyze the applicability of the nationwide urban relations in the province. The root mean squared error is 64% for the 10-year flood and 42% for the 100-year flood. No recommendation is made concerning use of the nationwide relations in the Piedmont.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874096","usgsCitation":"Gunter, H., Mason, R., and Stamey, T.C., 1987, Magnitude and frequency of floods in rural and urban basins of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 87-4096, vii, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874096.","productDescription":"vii, 52 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":118723,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4096/report-thumb.jpg"},{"id":56317,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Coastal Plain, Piedmont 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Carolina\",\"nation\":\"USA \"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64956e","contributors":{"authors":[{"text":"Gunter, H.C.","contributorId":7740,"corporation":false,"usgs":true,"family":"Gunter","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":198146,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mason, R.R.","contributorId":34520,"corporation":false,"usgs":true,"family":"Mason","given":"R.R.","affiliations":[],"preferred":false,"id":198147,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stamey, T. C.","contributorId":95496,"corporation":false,"usgs":true,"family":"Stamey","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198148,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":15528,"text":"ofr87680 - 1987 - Preprocessor and postprocessor computer programs for a radial-flow finite-element model","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr87680","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-680","title":"Preprocessor and postprocessor computer programs for a radial-flow finite-element model","docAbstract":"Preprocessing and postprocessing computer programs that enhance the utility of the U.S. Geological Survey radial-flow model have been developed. The preprocessor program: (1) generates a triangular finite element mesh from minimal data input, (2) produces graphical displays and tabulations of data for the mesh , and (3) prepares an input data file to use with the radial-flow model. The postprocessor program is a version of the radial-flow model, which was modified to (1) produce graphical output for simulation and field results, (2) generate a statistic for comparing the simulation results with observed data, and (3) allow hydrologic properties to vary in the simulated region. Examples of the use of the processor programs for a hypothetical aquifer test are presented. Instructions for the data files, format instructions, and a listing of the preprocessor and postprocessor source codes are given in the appendixes. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87680","usgsCitation":"Pucci, A.A., and Pope, D., 1987, Preprocessor and postprocessor computer programs for a radial-flow finite-element model: U.S. Geological Survey Open-File Report 87-680, v, 69 p. :ill. ;28 cm., https://doi.org/10.3133/ofr87680.","productDescription":"v, 69 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":147799,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0680/report-thumb.jpg"},{"id":44486,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0680/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":44487,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0680/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":44488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0680/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db66915c","contributors":{"authors":[{"text":"Pucci, A. A. Jr.","contributorId":100000,"corporation":false,"usgs":true,"family":"Pucci","given":"A.","suffix":"Jr.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":171273,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pope, D. A.","contributorId":13991,"corporation":false,"usgs":true,"family":"Pope","given":"D. A.","affiliations":[],"preferred":false,"id":171272,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15527,"text":"ofr87202 - 1987 - Streamflow and cross-section data for the Tombigbee River between Gainesville and Demopolis locks and dams","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr87202","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-202","title":"Streamflow and cross-section data for the Tombigbee River between Gainesville and Demopolis locks and dams","docAbstract":"A review of records and historical research of floods indicate that the flood of April 15-18, 1979, was the highest recorded this century along the reach of the Tombigbee River that is now bounded upstream by Gainesville Lock and Dam and downstream by Demopolis Lock and Dam. The peak discharge during this flood ranged from 247,000 cu ft/sec at Epes to 343,000 cu ft/sec at Demopolis Lock and Dam. Limit curves developed for the tailwater of Gainesville Dam, based on 105 computed discharges for four flood events since April 1979, show the range in stage for a given discharge at this site. Data from hydrographic surveys that were made for more than 100 sedimentation ranges in 1971 are on file with the U.S. Army Corps of Engineers. Presently 42 sedimentation ranges between Gainesville Lock and Dam and Demopolis Lock and Dam are surveyed routinely. Comparison of these and other data can be made in order to observe what changes have occurred along this reach of the river, as a result of natural and man-made causes. These and other hydrologic data collected along the reach of the Tombigbee River between Gainesville Lock and Dam and Demopolis Lock and Dam are presented in tables. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87202","usgsCitation":"Psinakis, W.L., and Gardner, R.A., 1987, Streamflow and cross-section data for the Tombigbee River between Gainesville and Demopolis locks and dams: U.S. Geological Survey Open-File Report 87-202, v, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87202.","productDescription":"v, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147798,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0202/report-thumb.jpg"},{"id":44485,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0202/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f63","contributors":{"authors":[{"text":"Psinakis, W. L.","contributorId":104074,"corporation":false,"usgs":true,"family":"Psinakis","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":171271,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gardner, R. A.","contributorId":51754,"corporation":false,"usgs":true,"family":"Gardner","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":171270,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15526,"text":"ofr87125 - 1987 - Streamflow and cross-section data for the Tombigbee River between Aliceville and Gainesville locks and dams","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr87125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-125","title":"Streamflow and cross-section data for the Tombigbee River between Aliceville and Gainesville locks and dams","docAbstract":"A review of records and historical research of floods for the Tombigbee River near Cochrane, Alabama, show that the flood of 1892 was the highest since 1818. In 1962 the U.S. Army Corps of Engineers estimated a peak discharge of 235,000 cu ft/sec for this flood. This estimated discharge is more than 40% > the next highest flood peak; that of 1973. Limit curves developed for the tailwater of Aliceville Lock and Dam, based on 61 computed discharge and 24 discharge measurements, show the range in stage for a given discharge at this site. Similarly, limit curves developed for Gainesville Lock and Dam pool were developed based on 49 computed discharges and 10 mean daily discharges. Data from hydrographic surveys that were made for more than 100 ranges in 1937 and 1971 are on file with the U.S. Army Corps of Engineers. Presently 49 sedimentation ranges between Aliceville Lock and Dam and Gainesville Lock and Dam are surveyed routinely. Comparison of these and other data may be made to identify changes occurring along this reach of the river as a result of natural and man-made causes. These and other hydrologic data collected along the reach of the Tombigbee River between Aliceville Lock and Dam and Gainesville Lock and Dam are presented in tables. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87125","usgsCitation":"Psinakis, W.L., and Gardner, R.A., 1987, Streamflow and cross-section data for the Tombigbee River between Aliceville and Gainesville locks and dams: U.S. Geological Survey Open-File Report 87-125, v, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87125.","productDescription":"v, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147797,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0125/report-thumb.jpg"},{"id":44484,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f5d","contributors":{"authors":[{"text":"Psinakis, W. L.","contributorId":104074,"corporation":false,"usgs":true,"family":"Psinakis","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":171269,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gardner, R. A.","contributorId":51754,"corporation":false,"usgs":true,"family":"Gardner","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":171268,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15246,"text":"ofr87398 - 1987 - Reflections on writing hydrologic reports","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr87398","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-398","title":"Reflections on writing hydrologic reports","docAbstract":"Reporting of scientific work should be characterized by a logical argument that is developed through presentation of the problem, tabulation and display of data pertinent to the problem , and testing and interpretation of the data to prove hypotheses that address the problem. Organization of the report is vital to developing this logical argument: it provides structure, continuity, logic, and emphasis to the presentation. Each part of the report serves a specific function and each is linked by a connecting logic, the logical argument of the report. Each scientific report normally has a title, table of contents, abstract, introduction, body (of the report), and summary and/or conclusions. Organization of sections within the body of the report is exactly parallel to overall organization; subjects presented in the section title are developed by logical subdivisions and pertinent discussion. The summary and/or conclusions section culminates the logical argument of the report by drawing together and quantitatively reiterating the principal conclusions developed in the discussion. Supplemental information on report content, background of the study, additional data or details on procedures, and other information of interest to the reader is presented in the foreward or preface, list of illustrations or tables, glossaries, and appendixes. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87398","usgsCitation":"Olcott, P.G., 1987, Reflections on writing hydrologic reports: U.S. Geological Survey Open-File Report 87-398, iii, 8 p. ;28 cm., https://doi.org/10.3133/ofr87398.","productDescription":"iii, 8 p. ;28 cm.","costCenters":[],"links":[{"id":147153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0398/report-thumb.jpg"},{"id":44188,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0398/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6350dc","contributors":{"authors":[{"text":"Olcott, Perry G.","contributorId":17249,"corporation":false,"usgs":true,"family":"Olcott","given":"Perry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":170813,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28054,"text":"wri874169 - 1987 - Hydrology and water-quality at the Weldon Spring radioactive waste-disposal sites, St. Charles County, Missouri","interactions":[],"lastModifiedDate":"2022-02-03T21:31:58.06764","indexId":"wri874169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4169","title":"Hydrology and water-quality at the Weldon Spring radioactive waste-disposal sites, St. Charles County, Missouri","docAbstract":"

Water samples from five monitoring wells adjacent to raffinate pits storing low-level radioactive waste contained concentrations of nitrate as nitrogen ranging from 53 to 990 milligrams per liter. Most samples also had maximum concentrations of calcium (900 milligrams per liter), sodium (340 milligrams per liter), sulfate (320 milligrams per liter), lithium (1,700 micrograms), strontium (1,900 micrograms per liter), and uranium (86 micrograms per liter). The raffinate pits also had large concentrations of these constituents. A water balance made on the raffinate pits indicated a 0.04 to 0.08 inch per day decrease in the water level that cannot be attributed to meterological conditions. These data and seismically-detected areas of saturated overburden beneath one raffinate pit and possibly adjacent to three other pits indicate leakage from the pits.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874169","usgsCitation":"Kleeschulte, M., and Emmett, L.F., 1987, Hydrology and water-quality at the Weldon Spring radioactive waste-disposal sites, St. Charles County, Missouri: U.S. Geological Survey Water-Resources Investigations Report 87-4169, vi, 65 p., https://doi.org/10.3133/wri874169.","productDescription":"vi, 65 p.","costCenters":[],"links":[{"id":395410,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46827.htm"},{"id":56890,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4169/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122758,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4169/report-thumb.jpg"}],"country":"United States","state":"Missouri","county":"St. Charles County","otherGeospatial":"Weldon Spring radioactive waste-disposal sites","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -90.9167,\n 38.9167\n ],\n [\n -90.5833,\n 38.9167\n ],\n [\n -90.5833,\n 38.5833\n ],\n [\n -90.9167,\n 38.5833\n ],\n [\n -90.9167,\n 38.9167\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e7e3","contributors":{"authors":[{"text":"Kleeschulte, M. J.","contributorId":73222,"corporation":false,"usgs":true,"family":"Kleeschulte","given":"M. J.","affiliations":[],"preferred":false,"id":199138,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Emmett, L. F.","contributorId":43332,"corporation":false,"usgs":true,"family":"Emmett","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199137,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15053,"text":"ofr87203 - 1987 - Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1986 water year","interactions":[],"lastModifiedDate":"2022-12-08T23:04:42.225901","indexId":"ofr87203","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-203","title":"Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1986 water year","docAbstract":"

The computed annual yield and deficiency of the subbasins as defined in the Arkansas River Compact, Arkansas-Oklahoma, are given in tables. Actual runoff from the subbasins and depletion caused by major reservoirs in the compact area are also given in tabular form. Monthly, maximum, minimum, and mean discharges are shown for the 14 streamflow stations used in computing annual yield. Water quality data are shown for four sites in the compact area.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87203","usgsCitation":"Moore, M.A., Lamb, T., and Blumer, S.P., 1987, Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1986 water year: U.S. Geological Survey Open-File Report 87-203, iv, 38 p., https://doi.org/10.3133/ofr87203.","productDescription":"iv, 38 p.","costCenters":[],"links":[{"id":410200,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17158.htm","linkFileType":{"id":5,"text":"html"}},{"id":43968,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0203/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147731,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0203/report-thumb.jpg"}],"country":"United States","state":"Arkansas, Oklahoma","otherGeospatial":"Arkansas River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -95.648,\n 36.425\n ],\n [\n -95.648,\n 34.672\n ],\n [\n -93.921,\n 34.672\n ],\n [\n -93.921,\n 36.425\n ],\n [\n -95.648,\n 36.425\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b7cd","contributors":{"authors":[{"text":"Moore, M. A.","contributorId":84767,"corporation":false,"usgs":true,"family":"Moore","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":170489,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":170488,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Blumer, S. P.","contributorId":23938,"corporation":false,"usgs":true,"family":"Blumer","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":170487,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28475,"text":"wri874085 - 1987 - Effect of grid size on digital simulation of ground-water flow in the southern High Plains of Texas and New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri874085","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4085","title":"Effect of grid size on digital simulation of ground-water flow in the southern High Plains of Texas and New Mexico","docAbstract":"Three models of the aquifer in the southern High Plains were compared to determine the effect of grid size on simulated water levels. The first model, calibrated prior to this study, had 10-mi grid spacing. The mean difference between the simulated and measured pre-development water levels in this model was +0.28 ft with a standard deviation of 25.8 ft. The second model, calibrated during this study independently of the first model, had 5-mi grid spacing. The mean difference between the simulated and measured pre-development water levels was -0.01 ft with a standard deviation of 44.4 ft. For 1980 water levels, the mean difference was +8.22 ft with a standard deviation of 27.9 ft. The results from the first and second models were compared. The standard deviation of the differences in simulated water levels was 19.0 ft for the pre-development period and 21.8 ft for 1980. There appeared to be no hydrologic significance to the pattern of the differences. A third model, constructed by aggregating the data from the second model, had 10-mi grid spacing. The mean difference in simulated pre-development water levels between the second and third models was +0.86 ft with a standard deviation of 8.9 ft. For the 1980 water levels, the mean difference between the models was +0.39 ft with a standard deviation of 4.4 ft. The study found that the same hydrologic conclusions would have been reached had 5-mi grid spacing or 10-mi grid spacing been used. It was further concluded that the difference in simulated water levels between models with 5-mi grid spacing or 10-mi grid spacing was five to six times smaller than the differences between the simulated and measured water levels. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874085","usgsCitation":"Luckey, R.R., and Stephens, D., 1987, Effect of grid size on digital simulation of ground-water flow in the southern High Plains of Texas and New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4085, iv, 31 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874085.","productDescription":"iv, 31 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124292,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4085/report-thumb.jpg"},{"id":57275,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4085/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db62565e","contributors":{"authors":[{"text":"Luckey, R. R.","contributorId":93055,"corporation":false,"usgs":true,"family":"Luckey","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stephens, D.M.","contributorId":42970,"corporation":false,"usgs":true,"family":"Stephens","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":199868,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14819,"text":"ofr87210 - 1987 - Effects of surface coal mining and reclamation on the geohydrology of six small watersheds in west-central Indiana","interactions":[],"lastModifiedDate":"2024-12-02T21:38:33.043721","indexId":"ofr87210","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-210","title":"Effects of surface coal mining and reclamation on the geohydrology of six small watersheds in west-central Indiana","docAbstract":"

The watersheds studied include mined and reclaimed; mined and unreclaimed; and unmined, agricultural land uses, and are each < 3 sq mi in area. Surface water, groundwater, and meteorologic data for the 1981 and 1982 water years were used to describe and compare hydrologic systems of the six watersheds and to identify hydrologic effects of mining and reclamation. Peak discharges were greater at the agricultural watersheds than at the unreclaimed watersheds, primarily because of large final-cut lakes in the unreclaimed watersheds. Annual runoff was greatest at the unreclaimed watersheds, intermediate at the agricultural watersheds, and least at the reclaimed watersheds. Hydrologic effects of mining were identified by comparing the hydrologic systems at mined and unreclaimed watersheds with those at unmined, agricultural watersheds. Comparisons of the hydrologic systems of these watersheds indicate that surface coal mining without reclamation has the potential to increase annual runoff, base flow, and groundwater recharge to the bedrock; reduce peak flow rates and variation in flow; lower the water table in upland areas; change the relation between surface water and groundwater divides; and create numerous, local flow systems in the shallow groundwater. Hydrologic effects of reclamation were identified by comparing the hydrologic systems at mined and reclaimed watersheds with those at mined and unreclaimed watersheds. Reclamation has the potential to decrease annual runoff, base flow, and recharge to the bedrock; increase peak flow rates, variation in flow, and response to thunderstorms; reestablish the premining relation between surface and groundwater divides; and create fewer local flow systems in the shallow groundwater.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr87210","usgsCitation":"Martin, J.D., Duwelius, R.F., and Crawford, C.G., 1987, Effects of surface coal mining and reclamation on the geohydrology of six small watersheds in west-central Indiana: U.S. Geological Survey Open-File Report 87-210, vii, 99 p., https://doi.org/10.3133/ofr87210.","productDescription":"vii, 99 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":43605,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0210/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148907,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0210/report-thumb.jpg"},{"id":464663,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17159.htm","text":"Honey Creek near Cory and Hooker Creek near Lewis","linkFileType":{"id":5,"text":"html"}},{"id":464664,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17160.htm","text":"Pond Creek near Coal City","linkFileType":{"id":5,"text":"html"}},{"id":464665,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17161.htm","text":"Hooker Creek near Lewis and Big Branch and Sulphur Creek near Hymera","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Indiana","county":"Clay County, Sullivan County, Vigo County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -87.39766663304222,\n 39.442078942493396\n ],\n [\n -87.39766663304222,\n 39.02986494200181\n ],\n [\n -87.05001827339312,\n 39.02986494200181\n ],\n [\n -87.05001827339312,\n 39.442078942493396\n ],\n [\n -87.39766663304222,\n 39.442078942493396\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610a53","contributors":{"authors":[{"text":"Martin, Jeffrey D. 0000-0003-1994-5285 jdmartin@usgs.gov","orcid":"https://orcid.org/0000-0003-1994-5285","contributorId":1066,"corporation":false,"usgs":true,"family":"Martin","given":"Jeffrey","email":"jdmartin@usgs.gov","middleInitial":"D.","affiliations":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":27231,"text":"Indiana-Kentucky Water Science Center","active":true,"usgs":true}],"preferred":true,"id":170072,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Duwelius, Richard F.","contributorId":31378,"corporation":false,"usgs":true,"family":"Duwelius","given":"Richard","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":170071,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":170070,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28847,"text":"wri874021 - 1987 - Ground-water resources of Flagler County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4021","title":"Ground-water resources of Flagler County, Florida","docAbstract":"Groundwater is the only significant source of potable water in Flagler County. Usable water occurs in the Upper Floridan aquifer, the intermediate population is expected to place stresses on the water resources of the county. Although rainfall averages almost 50 in/yr, most of the water leaves as evapotranspiration and streamflow. Less than 1 in/yr recharge may be occurring to the Upper Floridan aquifer, the highest yielding aquifer. The Upper Floridan aquifer consists of the Avon Park Formation, the Ocala Limestone, and the basal dolomitic limestone of the Hawthorne. Use of the Upper Floridan aquifer for public water supply is limited in most of the county because it contains marginally potable or brackish water. It is used extensively for agricultural irrigation. The intermediate aquifer system consists of thin, discontinues lenses of sand, shell, and limestone between clays overlying the Floridan aquifer system. The intermediate aquifer system is an important part of the public water supply of the county because of the good quality of the water. The intermediate aquifer system has variable yields because of the discontinuous lenses. The surficial aquifer system is composed of sand and shell with varying fractions of finer materials. Well yields are small in the west and central parts of Flagler County, but the surficial aquifer system is an adequate source of domestic supply on the barrier island. A zone of freshwater in the surficial aquifer system is very important in the Hammock area, being the local source of most domestic supply in the area. Changes in hydrologic conditions from the 1950 's include a long-term decline in water levels in the Upper Floridan aquifer coincident with lower-than-average rainfall and a greater seasonal fluctuation of water levels. Chloride concentrations of water in the Upper Floridan aquifer do not appear to have changed significantly, presently ranging from 7 to 3,700 mg/L. Development will place stress on the aquifers and may result in upconing of brackish water in pumping centers and in lateral saltwater intrusion in coastal areas. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874021","usgsCitation":"Navoy, A., and Bradner, L.A., 1987, Ground-water resources of Flagler County, Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4021, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874021.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4021/report-thumb.jpg"},{"id":57720,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63d2c8","contributors":{"authors":[{"text":"Navoy, A. S.","contributorId":51771,"corporation":false,"usgs":true,"family":"Navoy","given":"A. S.","affiliations":[],"preferred":false,"id":200501,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200500,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29033,"text":"wri874150 - 1987 - Hydrogeology and water quality of areas with persistent ground-water contamination near Blackfoot, Bingham County, Idaho","interactions":[],"lastModifiedDate":"2022-02-18T22:42:54.737467","indexId":"wri874150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4150","title":"Hydrogeology and water quality of areas with persistent ground-water contamination near Blackfoot, Bingham County, Idaho","docAbstract":"The Groveland-Collins area near Blackfoot, Idaho, has a history of either periodic or persistent localized groundwater contamination. Water users in the area report offensive smell, metallic taste, rust deposits, and bacteria in water supplies. During 1984 and 1985, data were collected to define regional and local geologic, hydrologic, and groundwater quality conditions, and to identify factors that may have affected local groundwater quality. Infiltration or leakage of irrigation water is the major source of groundwater recharge, and water levels may fluctuate 15 ft or more during the irrigation season. Groundwater movement is generally northwestward. Groundwater contains predominantly calcium, magnesium, and bicarbonate ions and characteristically has more than 200 mg/L hardness. Groundwater near the Groveland-Collins area may be contaminated from one or more sources, including infiltration of sewage effluent, gasoline or liquid fertilizer spillage, or land application of food processing wastewater. Subsurface basalt ridges impede lateral movement of water in localized areas. Groundwater pools temporarily behind these ridges and anomalously high water levels result. Maximum concentrations or values of constituents that indicate contamination were 1,450 microsiemens/cm specific conductance, 630 mg/L bicarbonate (as HCO3), 11 mg/L nitrite plus nitrate (as nitrogen), 7.3 mg/L ammonia (as nitrogen), 5.9 mg/L organic nitrogen, 4.4 mg/L dissolved organic carbon, 7,000 micrograms/L dissolved iron, 5 ,100 microgram/L dissolved manganese, and 320 microgram/L dissolved zinc. Dissolved oxygen concentrations ranged from 8.9 mg/L in uncontaminated areas to 0 mg/L in areas where food processing wastewater is applied to the land surface. Stable-isotope may be useful in differentiating between contamination from potato-processing wastewater and whey in areas where both are applied to the land surface. Development of a ground-water model to evaluate effects of land applications of organic wastewater and organic solute loading rates on subsurface water quality is not feasible at this time.","language":"English","publisher":"U. S. Geological Survey","doi":"10.3133/wri874150","collaboration":"Prepared in cooperation with the Idaho Department of Health and Welfare, Division of Environment","usgsCitation":"Parliman, D., 1987, Hydrogeology and water quality of areas with persistent ground-water contamination near Blackfoot, Bingham County, Idaho: U.S. Geological Survey Water-Resources Investigations Report 87-4150, v, 102 p., https://doi.org/10.3133/wri874150.","productDescription":"v, 102 p.","numberOfPages":"110","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":396214,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46812.htm"},{"id":57894,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4150/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123338,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4150/report-thumb.jpg"}],"scale":"100000","country":"United States","state":"Idaho","county":"Bingham County","city":"Blackfoot","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.5,43.118056 ], [ -112.5,43.25 ], [ -112.25,43.25 ], [ -112.25,43.118056 ], [ -112.5,43.118056 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68532b","contributors":{"authors":[{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":200829,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29118,"text":"wri864016 - 1987 - Water quality of Fremont Lake and New Fork Lakes, western Wyoming: A progress report","interactions":[],"lastModifiedDate":"2022-12-19T20:09:14.384152","indexId":"wri864016","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4016","title":"Water quality of Fremont Lake and New Fork Lakes, western Wyoming: A progress report","docAbstract":"

Fremont Lake and New Fork Lakes in the New Fork River drainage of western Wyoming were selected for a comprehensive study of hydrologic processes affecting mountain lakes in the Rocky Mountains. Information is needed about lakes in this area to assess their response to existing and planned development. The concerns include regional issues such as acid precipitation from gas-sweetening plants, coal-fired powerplants, and smelters, as well as local issues, such as shoreline development and raising outlet control structures. Onsite measurements indicated strong thermal stratification in the lakes during the summer. Isothermal conditions occurred during December 1983 and May 1984. Mean phytoplankton concentrations were less than 5,000 cells/ml, and chlorophyll a concentrations were weakly correlated with phytoplankton concentrations. Zooplankton concentrations were small, less than 6 organisms/L. The numbers of benthic invertebrates/unit area in Fremont Lake were extremely small. The lake waters and inflow and outflow streams were chemically dilute solutions. Mean dissolved-solids concentrations were 13 mg/L in Fremont Lake and 24 mg/L in New Fork Lakes. Calcium and bicarbonate were the predominant ions. Concentrations of phosphorus and nitrogen usually were less than detection limits. Trace-metals concentrations in the lakes were similar to those in precipitation and generally were small. Dissolved organic-carbon concentrations were about 1 mg/L. Concentrations of fulvic and humic acids were relatively large in the inlet of Fremont Lake during the spring. Pine Creek has deposited 800 metric tons of sediment, on an annual average, to the delta of Fremont Lake. Most sediment is deposited during spring runoff.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864016","usgsCitation":"Peterson, D.A., Averett, R., and Mora, K.L., 1987, Water quality of Fremont Lake and New Fork Lakes, western Wyoming: A progress report: U.S. Geological Survey Water-Resources Investigations Report 86-4016, vi, 55 p., https://doi.org/10.3133/wri864016.","productDescription":"vi, 55 p.","costCenters":[],"links":[{"id":410729,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36486.htm","linkFileType":{"id":5,"text":"html"}},{"id":57988,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4016/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159526,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4016/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Fremont Lake and New Fork Lakes","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -109.75,\n 43.117\n ],\n [\n -110,\n 43.117\n ],\n [\n -110,\n 42.875\n ],\n [\n -109.75,\n 42.875\n ],\n [\n -109.75,\n 43.117\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a02e4b07f02db5f8110","contributors":{"authors":[{"text":"Peterson, D. A.","contributorId":6453,"corporation":false,"usgs":true,"family":"Peterson","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200973,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Averett, R. C.","contributorId":35709,"corporation":false,"usgs":true,"family":"Averett","given":"R. C.","affiliations":[],"preferred":false,"id":200974,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mora, K. L.","contributorId":55008,"corporation":false,"usgs":true,"family":"Mora","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200975,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29120,"text":"wri864181 - 1987 - Ground-water-recharge rates in Nassau and Suffolk counties, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri864181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4181","title":"Ground-water-recharge rates in Nassau and Suffolk counties, New York","docAbstract":"Groundwater is the sole source of freshwater in Nassau and Suffolk Counties on Long Island; therefore, the rate at which precipitation replenishes the groundwater system may affect future water supplies in some areas. Annual precipitation on Long Island averages 45 inches per year, but less than 23 inches , or 50%, recharges the ground-water system. (Recharge is precipitation that percolates to the ground-water system naturally; it does not include water from stormwater basins or injection wells.) The rate of recharge varies locally and ranges from 29% to 57% of precipitation, depending on land use, season, and amount of storm sewering in the area. Recharge was calculated by subtracting evapotranspiration and direct runoff values from known precipitation values. Evapotranspiration was calculated by the Thornwaite and Mather method, and direct runoff rates to streams were calculated from streamflow records and size of known storm-sewer service areas. This report includes maps that depict precipitation, evapotranspiration, and rates of natural recharge in Nassau and Suffolk Counties for use in future hydrologic studies on Long Island. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864181","usgsCitation":"Peterson, D., 1987, Ground-water-recharge rates in Nassau and Suffolk counties, New York: U.S. Geological Survey Water-Resources Investigations Report 86-4181, iv, 19 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864181.","productDescription":"iv, 19 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124286,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4181/report-thumb.jpg"},{"id":57990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4181/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a95e4b07f02db65a0cf","contributors":{"authors":[{"text":"Peterson, D.S.","contributorId":8514,"corporation":false,"usgs":true,"family":"Peterson","given":"D.S.","email":"","affiliations":[],"preferred":false,"id":200979,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29121,"text":"wri864199 - 1987 - Description and comparison of selected models for hydrologic analysis of ground-water flow, St. Joseph River basin, Indiana","interactions":[],"lastModifiedDate":"2022-01-31T19:42:22.790964","indexId":"wri864199","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4199","title":"Description and comparison of selected models for hydrologic analysis of ground-water flow, St. Joseph River basin, Indiana","docAbstract":"

The Indiana Department of Natural Resources (IDNR) is developing water-management policies designed to assess the effects of irrigation and other water uses on water supply in the basin. In support of this effort, the USGS, in cooperation with IDNR, began a study to evaluate appropriate methods for analyzing the effects of pumping on ground-water levels and streamflow in the basin 's glacial aquifer systems. Four analytical models describe drawdown for a nonleaky, confined aquifer and fully penetrating well; a leaky, confined aquifer and fully penetrating well; a leaky, confined aquifer and partially penetrating well; and an unconfined aquifer and partially penetrating well. Analytical equations, simplifying assumptions, and methods of application are described for each model. In addition to these four models, several other analytical models were used to predict the effects of ground-water pumping on water levels in the aquifer and on streamflow in local areas with up to two pumping wells. Analytical models for a variety of other hydrogeologic conditions are cited. A digital ground-water flow model was used to describe how a numerical model can be applied to a glacial aquifer system. The numerical model was used to predict the effects of six pumping plans in 46.5 sq mi area with as many as 150 wells. Water budgets for the six pumping plans were used to estimate the effect of pumping on streamflow reduction. Results of the analytical and numerical models indicate that, in general, the glacial aquifers in the basin are highly permeable. Radial hydraulic conductivity calculated by the analytical models ranged from 280 to 600 ft/day, compared to 210 and 360 ft/day used in the numerical model. Maximum seasonal pumping for irrigation produced maximum calculated drawdown of only one-fourth of available drawdown and reduced streamflow by as much as 21%. Analytical models are useful in estimating aquifer properties and predicting local effects of pumping in areas with simple lithology and boundary conditions and with few pumping wells. Numerical models are useful in regional areas with complex hydrogeology with many pumping wells and provide detailed water budgets useful for estimating the sources of water in pumping simulations. Numerical models are useful in constructing flow nets. The choice of which type of model to use is also based on the nature and scope of questions to be answered and on the degree of accuracy required.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri864199","collaboration":"Indiana Department of Natural Resources","usgsCitation":"Peters, J.G., 1987, Description and comparison of selected models for hydrologic analysis of ground-water flow, St. Joseph River basin, Indiana: U.S. Geological Survey Water-Resources Investigations Report 86-4199, xii, 125 p., https://doi.org/10.3133/wri864199.","productDescription":"xii, 125 p.","numberOfPages":"138","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":395170,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36620.htm"},{"id":126646,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4199/report-thumb.jpg"},{"id":57991,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4199/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana, Michigan","county":"Elkhart, Kosciusko, Lagrange, Noble, Saint Joseph, Steuben, Berrien, Branch, Calhoun, cass, Hillsdale, Kalamazoo, Saint Joseph, Van Buren,","otherGeospatial":"Saint Jospeh River Basin","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.7663,42.4196],[-85.5421,42.4195],[-85.5328,42.4194],[-85.4172,42.4199],[-85.3091,42.4185],[-85.2979,42.4188],[-85.0736,42.4211],[-85.0667,42.4215],[-84.9561,42.4221],[-84.8375,42.4215],[-84.83,42.421],[-84.7207,42.4209],[-84.7195,42.2464],[-84.7144,42.1586],[-84.7116,42.0709],[-84.5948,42.0715],[-84.3666,42.0734],[-84.3623,41.7082],[-84.3989,41.7074],[-84.4979,41.705],[-84.6319,41.7018],[-84.6756,41.7007],[-84.8067,41.6958],[-84.8064,41.5598],[-84.8063,41.5303],[-84.8554,41.53],[-84.969,41.5287],[-85.0819,41.5282],[-85.1947,41.5276],[-85.1939,41.4395],[-85.1943,41.3519],[-85.1935,41.2643],[-85.309,41.265],[-85.3096,41.265],[-85.4245,41.2655],[-85.5387,41.2664],[-85.5384,41.295],[-85.6527,41.2949],[-85.6518,41.2668],[-85.6522,41.1787],[-85.6876,41.179],[-85.6856,41.0896],[-85.6849,41.0465],[-85.9457,41.0424],[-86.017,41.0414],[-86.0179,41.0863],[-86.0758,41.0851],[-86.0777,41.1736],[-86.0539,41.1735],[-86.0574,41.3033],[-86.059,41.4336],[-86.059,41.4367],[-86.0594,41.4644],[-86.0593,41.474],[-86.0593,41.479],[-86.0789,41.479],[-86.0979,41.4791],[-86.1181,41.4792],[-86.1273,41.4792],[-86.1421,41.4792],[-86.1562,41.4793],[-86.234,41.479],[-86.3063,41.4787],[-86.3302,41.4778],[-86.3492,41.4778],[-86.378,41.4774],[-86.4356,41.4765],[-86.4559,41.4765],[-86.4645,41.4765],[-86.4669,41.4765],[-86.4669,41.4616],[-86.4669,41.4339],[-86.5245,41.4339],[-86.5245,41.5201],[-86.5012,41.5206],[-86.5,41.5287],[-86.4982,41.531],[-86.4982,41.5669],[-86.4865,41.5769],[-86.4871,41.649],[-86.5068,41.6499],[-86.5264,41.6499],[-86.5264,41.6572],[-86.5258,41.6731],[-86.5252,41.7085],[-86.524,41.7603],[-86.5284,41.7603],[-86.6391,41.7606],[-86.7387,41.7608],[-86.7677,41.7608],[-86.7814,41.7609],[-86.8262,41.7609],[-86.8182,41.7641],[-86.7758,41.7864],[-86.7482,41.8037],[-86.7285,41.8147],[-86.7064,41.8265],[-86.6886,41.8402],[-86.6418,41.8761],[-86.6122,41.9006],[-86.6092,41.9029],[-86.5956,41.9202],[-86.5833,41.9374],[-86.5698,41.9647],[-86.5667,41.9711],[-86.5636,41.9829],[-86.563,41.9842],[-86.5402,42.0274],[-86.5136,42.0701],[-86.5112,42.0737],[-86.5025,42.0864],[-86.4895,42.1046],[-86.4883,42.1137],[-86.474,42.1287],[-86.4555,42.1441],[-86.4418,42.1591],[-86.4381,42.1632],[-86.4158,42.1836],[-86.3904,42.2127],[-86.3637,42.2453],[-86.3625,42.2467],[-86.3544,42.2612],[-86.3401,42.2807],[-86.3388,42.2821],[-86.327,42.3034],[-86.3133,42.332],[-86.3039,42.3507],[-86.2877,42.3906],[-86.2814,42.4065],[-86.2745,42.4201],[-86.2248,42.4191],[-85.995,42.4193],[-85.8975,42.4185],[-85.7663,42.4196]]]},\"properties\":{\"name\":\"Elkhart\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d2c4","contributors":{"authors":[{"text":"Peters, J. G.","contributorId":56216,"corporation":false,"usgs":true,"family":"Peters","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200980,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29178,"text":"wri874140 - 1987 - Hydrogeology of McMullen Valley, west-central Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri874140","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4140","title":"Hydrogeology of McMullen Valley, west-central Arizona","docAbstract":"The geohydrology of McMullen Valley, west-central Arizona, was investigated using geologic, geophysical, and hydrologic data and a numerical model of the groundwater system. Interpretation of geologic and geophysical information indicates that the main structure of McMullen Valley is a syncline that has been normal faulted on the southeast side. Basin fill that accumulated in the structural depression during late Miocene to Pleistocene time is the main aquifer and is divided into upper and lower units on the basis of lithologic information. The upper unit is a thin layer of coarse-grained sediments and generally is not saturated. The lower unit is 3,000 to 4,000 ft thick, includes a fine-grained facies in the upper 1,000 ft, and is the main source of water. The fine-grained facies is found in the southwest half of the basin and is further divided into upper and lower parts. The lower part of the fine-grained facies has: a higher percentage of silt and clay than the upper part, contains evaporites, does not yield water to wells, and separates the aquifer into shallow and deep systems. A numerical model was used to analyze the groundwater system for both steady-state and transient conditions. The transient model was used to analyze system response to pumping stress. The transient system is one of storage depletion, and water level declines are controlled by pumping and specific yield distributions. Water level declines are also influenced by hydraulic properties and areal extent of the fine-grained facies. Significant water level declines may extend to aquifer boundaries in most of the basin; in one area, impermeable boundary greatly influences declines. The location of the nearby boundary was estimated through gravity data modeling. Several hydrologic components, including hydraulic properties and areal extent of the fine-grained facies , storage properties, and aquifer boundaries, need better definition in order to develop a more accurate model of the groundwater system. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874140","usgsCitation":"Pool, D.R., 1987, Hydrogeology of McMullen Valley, west-central Arizona: U.S. Geological Survey Water-Resources Investigations Report 87-4140, v, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874140.","productDescription":"v, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123627,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4140/report-thumb.jpg"},{"id":58049,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4140/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db54595a","contributors":{"authors":[{"text":"Pool, D. R.","contributorId":75581,"corporation":false,"usgs":true,"family":"Pool","given":"D.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201091,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13606,"text":"ofr87379 - 1987 - Data-base development for water-quality modeling of the Patuxent River basin, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:07:01","indexId":"ofr87379","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-379","title":"Data-base development for water-quality modeling of the Patuxent River basin, Maryland","docAbstract":"Procedures and rationale used to develop a data base and data management system for the Patuxent Watershed Nonpoint Source Water Quality Monitoring and Modeling Program of the Maryland Department of the Environment and the U.S. Geological Survey are described. A detailed data base and data management system has been developed to facilitate modeling of the watershed for water quality planning purposes; statistical analysis; plotting of meteorologic, hydrologic and water quality data; and geographic data analysis. The system is Maryland 's prototype for development of a basinwide water quality management program. A key step in the program is to build a calibrated and verified water quality model of the basin using the Hydrological Simulation Program--FORTRAN (HSPF) hydrologic model, which has been used extensively in large-scale basin modeling. The compilation of the substantial existing data base for preliminary calibration of the basin model, including meteorologic, hydrologic, and water quality data from federal and state data bases and a geographic information system containing digital land use and soils data is described. The data base development is significant in its application of an integrated, uniform approach to data base management and modeling. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87379","usgsCitation":"Fisher, G.T., and Summers, R., 1987, Data-base development for water-quality modeling of the Patuxent River basin, Maryland: U.S. Geological Survey Open-File Report 87-379, 18 p. :maps ;28 cm., https://doi.org/10.3133/ofr87379.","productDescription":"18 p. :maps ;28 cm.","costCenters":[],"links":[{"id":147611,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0379/report-thumb.jpg"},{"id":42123,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0379/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abee4b07f02db6749c7","contributors":{"authors":[{"text":"Fisher, G. T.","contributorId":49359,"corporation":false,"usgs":true,"family":"Fisher","given":"G.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":168098,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Summers, R.M.","contributorId":9662,"corporation":false,"usgs":true,"family":"Summers","given":"R.M.","email":"","affiliations":[],"preferred":false,"id":168097,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":13243,"text":"ofr87241 - 1987 - January 1987 water levels, and data related to water-level changes, western and south-central Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:06:56","indexId":"ofr87241","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-241","title":"January 1987 water levels, and data related to water-level changes, western and south-central Kansas","docAbstract":"Hydrologic data related to water level measurements were collected in observation wells in western and south-central Kansas. The measurements were made in midwinter when pumping was minimal and water levels had recovered, for the most part, from the effects of pumping during the previous irrigation season. Annual hydrologic data are provided for relating water level changes from a ' base-reference year ' (predevelopment year), a year of abnormally large amounts of precipitation and minimum pumpage (1966 or 1974), and each of seven consecutive years of measurement (1980-86). The ' base-reference year ' is designated as 1940 for the southwestern area, 1944 for the south-central area, and 1950 for the northwestern, west-central, and Equus beds areas. Data also are provided for relating the average annual water-level changes, saturated thickness. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87241","usgsCitation":"Dague, B., 1987, January 1987 water levels, and data related to water-level changes, western and south-central Kansas: U.S. Geological Survey Open-File Report 87-241, iv, 161 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr87241.","productDescription":"iv, 161 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":146923,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0241/report-thumb.jpg"},{"id":41628,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0241/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db666fb8","contributors":{"authors":[{"text":"Dague, B.J.","contributorId":45723,"corporation":false,"usgs":true,"family":"Dague","given":"B.J.","affiliations":[],"preferred":false,"id":167459,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13202,"text":"ofr84467 - 1987 - Hydrology of area 46, Northern Great Plains and Rocky Mountain coal provinces, North Dakota","interactions":[],"lastModifiedDate":"2018-02-16T14:15:25","indexId":"ofr84467","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-467","title":"Hydrology of area 46, Northern Great Plains and Rocky Mountain coal provinces, North Dakota","docAbstract":"

This report is one of a series that describes the hydrology of coal provinces nationwide. The Northern Great Plains and Rocky Mountain Coal Provinces are divided into 20 separate reporting areas which are numbered 43 to 62. This report provides general hydrologic information for Area 46 using a brief text with accompanying maps, charts, or graphs. This information may be used to describe the hydrology of the general area of any existing or proposed mine. Some of the more obvious hydrologic problems of coal development that will need to be addressed before development are disruption of aquifers and potential contamination of streams, aquifers, and the atmosphere.

Area 46 is in northwestern North Dakota and is composed of parts or all of 14 hydrologic units based on surface-water drainage basins. The area is drained by the Missouri and Souris Rivers.

Lignite-bearing rocks of late Paleocene age underlie nearly all of Area 46. The thickest and most continuous lignite beds occur in the Sentinel Butte and Tongue River Members of the Fort Union Formation. Alluvial deposits and a veneer of glacial drift of late Pleistocene age overlie the lignite-bearing rocks.

The climate of the area is semiarid. Mean annual precipitation ranges from 13.9 to 17.8 inches. Mean annual temperatures range from 37.7°F at Bowbells to 40.9°F at Williston. Mean monthly temperatures at Williston range from 8.3°F to 70°F. The growing season is about 125 days.

A fairly comprehensive data base for streamflow and water quality in streams is available for Area 46. Many of the small-stream monitoring sites have been operated during the last few years to provide a data base before coal development. With the exception of the Missouri River, which is controlled by several dams, both the quantity and quality of water varies greatly in all streams.

A ground-water observation network for water levels and water quality has been established through county ground-water resource investigations and other ground-water studies and provides an adequate data base.

Three activities within the U.S. Geological Survey identify and provide access to hydrologic data. These are the National Water-Data Exchange (NAWDEX), the National Water-Data Storage and Retrieval System (WATSTORE), and the Office of Water-Data Coordination (OWDC).

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84467","usgsCitation":"Croft, M., and Crosby, O.A., 1987, Hydrology of area 46, Northern Great Plains and Rocky Mountain coal provinces, North Dakota: U.S. Geological Survey Open-File Report 84-467, v, 80 p., https://doi.org/10.3133/ofr84467.","productDescription":"v, 80 p.","numberOfPages":"88","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":147314,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0467/report-thumb.jpg"},{"id":95110,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0467/report.pdf","size":"24089","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601ff2","contributors":{"authors":[{"text":"Croft, M.G.","contributorId":55413,"corporation":false,"usgs":true,"family":"Croft","given":"M.G.","email":"","affiliations":[],"preferred":false,"id":167397,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crosby, Orlo A.","contributorId":149073,"corporation":false,"usgs":false,"family":"Crosby","given":"Orlo","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":167398,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68329,"text":"ha688 - 1987 - Flow characteristics for selected springs and streams in the Ozark subregion, Arkansas, Kansas, Missouri, and Oklahoma","interactions":[],"lastModifiedDate":"2013-09-17T16:16:37","indexId":"ha688","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"688","title":"Flow characteristics for selected springs and streams in the Ozark subregion, Arkansas, Kansas, Missouri, and Oklahoma","language":"ENGLISH","doi":"10.3133/ha688","usgsCitation":"Hedman, E.R., Skelton, J., and Freiwald, D., 1987, Flow characteristics for selected springs and streams in the Ozark subregion, Arkansas, Kansas, Missouri, and Oklahoma: U.S. Geological Survey Hydrologic Atlas 688, 4 maps :col. ;84 x 97 cm., on sheets 97 x 102 cm. and 97 x 125 cm., folded in envelope 32 x 24 cm., https://doi.org/10.3133/ha688.","productDescription":"4 maps :col. ;84 x 97 cm., on sheets 97 x 102 cm. and 97 x 125 cm., folded in envelope 32 x 24 cm.","costCenters":[],"links":[{"id":185967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89793,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/688/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89794,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/688/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89795,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/688/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89796,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/688/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"750000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -97,34 ], [ -97,40 ], [ -89,40 ], [ -89,34 ], [ -97,34 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df36b","contributors":{"authors":[{"text":"Hedman, E. R.","contributorId":71527,"corporation":false,"usgs":true,"family":"Hedman","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":278040,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Skelton, John","contributorId":70392,"corporation":false,"usgs":true,"family":"Skelton","given":"John","email":"","affiliations":[],"preferred":false,"id":278039,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Freiwald, D.A.","contributorId":39000,"corporation":false,"usgs":true,"family":"Freiwald","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":278038,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30300,"text":"wri874227 - 1987 - Hydrology of the U.S. Army Pinon Canyon maneuver site, Las Animas County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri874227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4227","title":"Hydrology of the U.S. Army Pinon Canyon maneuver site, Las Animas County, Colorado","docAbstract":"The U.S. Department of the Army (Fort Carson Military Reservation) has acquired 381 sq mi of semiarid rangeland in southeastern Colorado for mechanized military maneuvers. The study area, known as the Pinon Canyon Maneuver Site, drains into the Purgatoire River, a major tributary of the upper Arkansas River. A multidisciplined hydrologic investigation began in October 1982. The primary aquifer in the Maneuver Site is the Dakota-Purgatoire. Well yields generally range from 10 to 500 gal/min. Dissolved solids concentrations in groundwater ranged from 195 to 6,150 mg/L. Streamflow in the Purgatoire River is perennial. Tributaries draining the Maneuver Site are intermittent or ephemeral and contribute only about 4.4% of the streamflow of the Purgatoire River downstream from the Maneuver Site. Flood frequencies were calculated by using the log Pearson III procedure and compared well with a regional estimating technique that was developed that uses physical drainage-basin characteristics. Calcium and sulfate are the predominant ions in the surface water of the area. Time-series plots indicate that instream water-quality standards for nitrate and metals are exceeded. About 80% of the suspended-sediment load is transported by rainfall runoff, which occurs less than 8% of the time. Ephermal tributaries contributed less than 25% of the suspended-sediment load transported to the Purgatoire River downstream from the Maneuver Site. Historic annual mean sediment yields were measured for 29 small watersheds. Sediment yields were measured for 29 small watersheds. Sediment yields ranged from 9.5 to 1,700 tons/sq mi. Sediment yields were estimated by a multiple-linear-regression model developed by using physical drainage-basin characteristics and by the Pacific Southwest Interagency Committee method. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874227","usgsCitation":"Von Guerard, P., Abbott, P., and Nickless, R.C., 1987, Hydrology of the U.S. Army Pinon Canyon maneuver site, Las Animas County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 87-4227, x, 117 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874227.","productDescription":"x, 117 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124139,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4227/report-thumb.jpg"},{"id":59090,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4227/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59091,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4227/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59092,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4227/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca42","contributors":{"authors":[{"text":"Von Guerard, Paul","contributorId":40620,"corporation":false,"usgs":true,"family":"Von Guerard","given":"Paul","affiliations":[],"preferred":false,"id":203016,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Abbott, P.O.","contributorId":21154,"corporation":false,"usgs":true,"family":"Abbott","given":"P.O.","email":"","affiliations":[],"preferred":false,"id":203015,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nickless, Raymond C.","contributorId":69609,"corporation":false,"usgs":true,"family":"Nickless","given":"Raymond","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203017,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}