{"pageNumber":"448","pageRowStart":"11175","pageSize":"25","recordCount":16446,"records":[{"id":19326,"text":"ofr93485 - 1993 - A wireline-powered inflatable packer for borehole applications","interactions":[],"lastModifiedDate":"2019-12-08T14:20:11","indexId":"ofr93485","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-485","title":"A wireline-powered inflatable packer for borehole applications","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey ","publisherLocation":"Reston, VA","doi":"10.3133/ofr93485","usgsCitation":"Hess, A., 1993, A wireline-powered inflatable packer for borehole applications: U.S. Geological Survey Open-File Report 93-485, iv, 19 p. , https://doi.org/10.3133/ofr93485.","productDescription":"iv, 19 p. ","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":151852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0485/report-thumb.jpg"},{"id":48797,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0485/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d62","contributors":{"authors":[{"text":"Hess, A.E.","contributorId":71979,"corporation":false,"usgs":true,"family":"Hess","given":"A.E.","email":"","affiliations":[],"preferred":false,"id":180691,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19484,"text":"ofr89245 - 1993 - Hydrologic and water-quality data for the East River Basin in northeastern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-08T13:05:53","indexId":"ofr89245","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-245","title":"Hydrologic and water-quality data for the East River Basin in northeastern Wisconsin","docAbstract":"

Hydrologic and precipitation data and water-quality samples were collected by the U.S. Geological Survey from rivers in the East River basin in northeastern Wisconsin during 1985-86.  The Fox Valley Water Quality Planning Agency suspected that agricultural and urban nonpoint-source discharges were contributing significantly to the degradation of water quality in the basin.

\n

Two continuous record streamflow and waterquality gaging stations were established: one on the East River at Monroe Street in Green Bay and the other on Bower Creek at Sunnyview Road near De Pere. Streamflow for the 1986 water year was greater than twice the long-term (1967-86) average and precipitation was 33 percent greater than the long-term (1951-80) average. Average daily streamflow at the East River during the 1986 water year was 185 cubic feet per second.  Average daily streamflow at Bower Creek was 6 cubic feet per second.

\n

Suspended-sediment yields were greatest in Bower Creek 264 tons per square mile per year; yields were 125 tons per square mile per year at the East River site. Total-phosphorus yields at the Bower Creek gage were 2,680 pounds per square mile per year yields were 1,130 pounds per square mile per year at the East River site. The measured yields of suspended sediment and total phosphorus from the East River site, during the 1986 water year, were significantly larger than the estimated average yields for the Fox River at Wrightstown. During a year of normal streamflow, the East River would probably contribute a maximum of 10 percent of the total suspended sediment and 9 percent of the total-phosphorus load transported to the mouth of the Fox River.

\n

Dissolved-oxygen concentrations tended to decrease upstream from the mouth of the East River. The daily mean dissolved-oxygen concentration was often less than 5 milligrams per liter at all three of the East River monitoring locations.  Minimum dissolved-oxygen concentrations of 1 to 2 milligrams per liter were recorded at all sites.

\n

The acceptable fecal coliform level for recreational water quality of 200 counts per 100 milliliters was exceeded at the three East River sites and Bower Creek in more than half of the samples. More samples collected at the downstream sites on the East River at Monroe Street in Green Bay and at the Allouez Avenue bridge at Allouez contained fecal-coliform/fecal-streptococcus ratios that exceeded 4.0, indicating that the bacteria was of human origin rather than of animal.

\n

Mean concentrations for 5-day biochemical oxygen demand, total-phosphorus concentration, fecal-coliform counts, and fecal-streptococcus counts were higher at Bower Creek than any of the other sites monitored during 1985-86. Mean chlorophyll a concentrations were highest at the East River sites at Monroe Street in Green Bay and at Allouez Avenue bridge at Allouez.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89245","collaboration":"Prepared in cooperation with the Fox Valley Water Quality Planning Agency","usgsCitation":"Hughes, P., 1993, Hydrologic and water-quality data for the East River Basin in northeastern Wisconsin: U.S. Geological Survey Open-File Report 89-245, vi, 91 p., https://doi.org/10.3133/ofr89245.","productDescription":"vi, 91 p.","numberOfPages":"97","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":151880,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0245/report-thumb.jpg"},{"id":48954,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0245/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Brown County","otherGeospatial":"East River, Fox River, Green Bay,","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.20991516113281,\n 44.327286564583844\n ],\n [\n -88.13369750976561,\n 44.415145243110786\n ],\n [\n -88.04649353027344,\n 44.5063000997406\n ],\n [\n -88.01078796386719,\n 44.53420616251736\n ],\n [\n -87.91740417480469,\n 44.54448397425687\n ],\n [\n -87.8741455078125,\n 44.54693080488455\n ],\n [\n -87.84049987792969,\n 44.53910058484966\n ],\n [\n -87.80410766601562,\n 44.482789890501586\n ],\n [\n -87.79449462890625,\n 44.464170919586834\n ],\n [\n -87.85491943359375,\n 44.44652641501047\n ],\n [\n -87.89131164550781,\n 44.4092593975669\n ],\n [\n -88.00804138183594,\n 44.342511749598444\n ],\n [\n -88.00666809082031,\n 44.3292513267062\n ],\n [\n -88.01353454589844,\n 44.32335684289977\n ],\n [\n -88.04718017578125,\n 44.28257044667387\n ],\n [\n -88.05816650390625,\n 44.260445494302466\n ],\n [\n -88.05198669433594,\n 44.22896454897114\n ],\n [\n -88.07395935058594,\n 44.201897151875094\n ],\n [\n -88.11927795410156,\n 44.199928128583025\n ],\n [\n -88.23463439941405,\n 44.218139083121855\n ],\n [\n -88.28681945800781,\n 44.24175571484553\n ],\n [\n -88.28475952148438,\n 44.269788156801084\n ],\n [\n -88.20991516113281,\n 44.327286564583844\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611732","contributors":{"authors":[{"text":"Hughes, P.E.","contributorId":104083,"corporation":false,"usgs":true,"family":"Hughes","given":"P.E.","email":"","affiliations":[],"preferred":false,"id":180990,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19566,"text":"ofr92166 - 1993 - Construction, lithologic, and hydrologic data for test wells in the Cedar Grove area, Carroll County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:07:33","indexId":"ofr92166","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-166","title":"Construction, lithologic, and hydrologic data for test wells in the Cedar Grove area, Carroll County, Tennessee","docAbstract":"Four test wells were drilled near Cedar Grove in Carroll County, Tennessee, in 1991 to obtain geologic and hydrologic information about the post-Cretaceous strata in the study area. Samples of cuttings and geophysical logs were used to determine the lithology and stratigraphy at the drilling sites. Specific-capacity tests and water-quality analyses were conducted at two test wells completed in the Memphis Sand. Yields of the two test wells were 275 gallons per minute and greater than 350 gallons per minute. The specific capacities for the two wells equalled 17.8 and 10.0 gallons per minute per foot of drawdown, respectively.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr92166","usgsCitation":"Johnson, S.L., and Carmichael, J.K., 1993, Construction, lithologic, and hydrologic data for test wells in the Cedar Grove area, Carroll County, Tennessee: U.S. Geological Survey Open-File Report 92-166, iv, 14 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr92166.","productDescription":"iv, 14 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":1093,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr_92-166","linkFileType":{"id":5,"text":"html"}},{"id":151469,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2e98","contributors":{"authors":[{"text":"Johnson, S. L.","contributorId":53826,"corporation":false,"usgs":false,"family":"Johnson","given":"S.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":181131,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carmichael, J. K.","contributorId":90276,"corporation":false,"usgs":true,"family":"Carmichael","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":181132,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":19768,"text":"ofr9329 - 1993 - Hydrologic data-collection stations whose stream water quality data were available to prepare the 1990-91 National Water Summary on Stream Water Quality","interactions":[],"lastModifiedDate":"2012-02-02T00:07:40","indexId":"ofr9329","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-29","title":"Hydrologic data-collection stations whose stream water quality data were available to prepare the 1990-91 National Water Summary on Stream Water Quality","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr9329","usgsCitation":"Lanfear, K., 1993, Hydrologic data-collection stations whose stream water quality data were available to prepare the 1990-91 National Water Summary on Stream Water Quality: U.S. Geological Survey Open-File Report 93-29, 48 p. :map ;28 cm., https://doi.org/10.3133/ofr9329.","productDescription":"48 p. :map ;28 cm.","costCenters":[],"links":[{"id":153332,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0029/report-thumb.jpg"},{"id":49240,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607244","contributors":{"authors":[{"text":"Lanfear, K.J.","contributorId":14392,"corporation":false,"usgs":true,"family":"Lanfear","given":"K.J.","affiliations":[],"preferred":false,"id":181473,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19786,"text":"ofr9358 - 1993 - Hydrologic Instrumentation Facility of the U.S. Geological Survey annual report for fiscal year 1992","interactions":[],"lastModifiedDate":"2012-02-02T00:07:35","indexId":"ofr9358","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-58","title":"Hydrologic Instrumentation Facility of the U.S. Geological Survey annual report for fiscal year 1992","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr9358","usgsCitation":"Latkovich, V., and Tracey, D., 1993, Hydrologic Instrumentation Facility of the U.S. Geological Survey annual report for fiscal year 1992: U.S. Geological Survey Open-File Report 93-58, iv, 51 p. :ill. ;28 cm., https://doi.org/10.3133/ofr9358.","productDescription":"iv, 51 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152537,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0058/report-thumb.jpg"},{"id":49262,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0058/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6145c9","contributors":{"authors":[{"text":"Latkovich, V.J.","contributorId":52576,"corporation":false,"usgs":true,"family":"Latkovich","given":"V.J.","email":"","affiliations":[],"preferred":false,"id":181508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tracey, D.C.","contributorId":93329,"corporation":false,"usgs":true,"family":"Tracey","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":181509,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20350,"text":"ofr92648 - 1993 - Hydrologic and hydraulic analyses at Akin Branch and Cayce Valley Branch, Columbia, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr92648","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-648","title":"Hydrologic and hydraulic analyses at Akin Branch and Cayce Valley Branch, Columbia, Tennessee","docAbstract":"The U.S. Geological Survey, in cooperation with the City of Columbia, Tennessee, conducted hydrologic and hydraulic analyses at Akin Branch and Cayce Valley Branch in the Little Bigby Creek watershed, Columbia, Tennessee, from 1990 through 1991. Results of the analyses can be used by city planners in the development of plans to replace several deteriorating and inadequate drainage structures. \rAkin Branch and Cayce Valley Branch drain small watersheds of 1.69 and 1.04 square miles, respectively. Flood discharges for 5-, lo-, and 25-year recurrence-interval storm events were calculated at the stream mouths using flood-frequency relations developed for use at small urban streams in Tennessee. For each stream, flood discharges at locations upstream from the mouth were calculated by subdividing the watershed and assigning a percentage of the discharge at the mouth, based on drainage area, to each subarea. \rFlood profiles for the selected recurrence-interval flood discharges were simulated for Akin Branch and Cayce Valley Branch for existing conditions and conditions that might exist if drainage improvements such as larger culverts and bridges and channel improvements are constructed. The results of the simulations were used to predict changes in flood elevations that might result from such drainage improvements. Analyses indicate that reductions in existing flood elevations of as much as 2.1 feet for the 5-year flood at some sites on Akin Branch and as much as 3.8 feet for the 5-year flood at some sites on Cayce Valley Branch might be expected with the drainage improvements.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr92648","usgsCitation":"Outlaw, G.S., 1993, Hydrologic and hydraulic analyses at Akin Branch and Cayce Valley Branch, Columbia, Tennessee: U.S. Geological Survey Open-File Report 92-648, iv, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr92648.","productDescription":"iv, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":1141,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr92-648","linkFileType":{"id":5,"text":"html"}},{"id":152843,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6117e0","contributors":{"authors":[{"text":"Outlaw, George S.","contributorId":88767,"corporation":false,"usgs":true,"family":"Outlaw","given":"George","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":182501,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20558,"text":"ofr93462 - 1993 - Compilation of surface-water and water-quality data-collection sites on selected streams in Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:07:35","indexId":"ofr93462","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-462","title":"Compilation of surface-water and water-quality data-collection sites on selected streams in Virginia","docAbstract":"This report presents a listing of about 8,900 selected surface-water and water-quality data sites in Virginia where hydrologic and water-quality measurements have been made for the past 100 yr. The listing includes the agency station/site identification number and name, drainage area, datum, source agency, type of data collected, period of record for data collection, latitude and longitude, county, and name of the 7.5-minute topographic quadrangle containing the site location","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S.G.S. Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr93462","usgsCitation":"Prugh, B., and Humphrey, C., 1993, Compilation of surface-water and water-quality data-collection sites on selected streams in Virginia: U.S. Geological Survey Open-File Report 93-462, iv, 645 p. :map ;28 cm., https://doi.org/10.3133/ofr93462.","productDescription":"iv, 645 p. :map ;28 cm.","costCenters":[],"links":[{"id":152766,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0462/report-thumb.jpg"},{"id":50076,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0462/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a885f","contributors":{"authors":[{"text":"Prugh, Byron Jr.","contributorId":36797,"corporation":false,"usgs":true,"family":"Prugh","given":"Byron","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":182841,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Humphrey, C.G.","contributorId":30867,"corporation":false,"usgs":true,"family":"Humphrey","given":"C.G.","email":"","affiliations":[],"preferred":false,"id":182840,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20771,"text":"ofr90153 - 1993 - Hydrologic data for east-central Nevada, water years 1982-88","interactions":[],"lastModifiedDate":"2012-02-02T00:07:35","indexId":"ofr90153","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"90-153","title":"Hydrologic data for east-central Nevada, water years 1982-88","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Reports Services [distributor],","doi":"10.3133/ofr90153","usgsCitation":"Savard, C., and Crompton, E., 1993, Hydrologic data for east-central Nevada, water years 1982-88: U.S. Geological Survey Open-File Report 90-153, v, 128 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr90153.","productDescription":"v, 128 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":152645,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0153/report-thumb.jpg"},{"id":50321,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0153/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60eb6f","contributors":{"authors":[{"text":"Savard, C.S.","contributorId":48194,"corporation":false,"usgs":true,"family":"Savard","given":"C.S.","email":"","affiliations":[],"preferred":false,"id":183223,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crompton, E. J.","contributorId":70412,"corporation":false,"usgs":true,"family":"Crompton","given":"E. J.","affiliations":[],"preferred":false,"id":183224,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20947,"text":"ofr93140 - 1993 - U.S. Geological Survey ground-water studies in Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:07:47","indexId":"ofr93140","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-140","title":"U.S. Geological Survey ground-water studies in Missouri","docAbstract":"The activities of the USGS Water Resources Division in Missouri are conducted by scientists, technicians, and support staff in offices in Rolla, Olivette, and Independence. During 1992, the USGS had cooperative or cost-sharing agreements with about 30 Federal, State, and local agencies involving 20 hydrologic investigations in Missouri; 12 of these investigations included studies of groundwater quantity and quality. Several examples of groundwater studies by the USGS that address specific groundwater issues in Missouri include the occurrence of pesticides, groundwater flow and quality in the Missouri River alluvium near Kansas City, groundwater flow in claypan soils, radioactive- and nitroaromatic-compound contami- nation at Weldon Spring, and hydrologic monitoring of a wetland complex. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, U.S. Dept. of the Interior,","doi":"10.3133/ofr93140","usgsCitation":"Smith, B.J., 1993, U.S. Geological Survey ground-water studies in Missouri: U.S. Geological Survey Open-File Report 93-140, 2 p. . :ill. ;28 cm., https://doi.org/10.3133/ofr93140.","productDescription":"2 p. . :ill. ;28 cm.","costCenters":[],"links":[{"id":153979,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0140/report-thumb.jpg"},{"id":50533,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0140/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e552d","contributors":{"authors":[{"text":"Smith, B. J.","contributorId":101274,"corporation":false,"usgs":true,"family":"Smith","given":"B.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":183557,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21049,"text":"ofr93498 - 1993 - Streamflow and water-quality data for Lake Purdy and its tributaries, Jefferson and Shelby Counties, Alabama, water years 1987-91","interactions":[],"lastModifiedDate":"2012-02-02T00:07:55","indexId":"ofr93498","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-498","title":"Streamflow and water-quality data for Lake Purdy and its tributaries, Jefferson and Shelby Counties, Alabama, water years 1987-91","docAbstract":"An investigation was begun in North Carolina in 1988 to: (1) quantify nutrient, sediment, and freshwater loadings in canals that collect drainage from cropland field ditches; (2) determine the effects of tide gates and flashboard risers on these loadings and on receiving-water quality; and (3) characterize the effects of drainage on the salinity regime of a tidal creek. Data were collected in three canals in Hyde County, three canals in Beaufort County, and in Campbell Creek, which receives drainage directly from two of the Beaufort County canals. Water-control structures were placed on two of the six canals near the beginning of the investigation. Following about 2 years of data collection, control structures were placed on the remaining four canals. Hydrologic and water-quality data are presented for each of the study sites for the period of October 1990 through May 1992. Data presented in this report cover the second phase of the investigation after the installation of water-control structures in the six drainage canals. Following a description of the study sites and data-collection methods, data are presented for five of the drainage canals and Campbell Creek. Data collection was discontinued at one of the Beaufort County sites after the first phase of the investigation. The data collected include: (1) daily values of accumulated precipitation; (2) water-level statistics; (3) daily mean values of discharge in the canals; (4) biweekly water-quality measurements and sample analyses; (5) storm-event water-quality measurements and sample analyses; (6) continuous records of specific conductance in the canals; (7) vertical profiles of salinity in Campbell Creek; and (8) daily mean values of salinity at five sites in Campbell Creek.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr93498","usgsCitation":"Stricklin, V., 1993, Streamflow and water-quality data for Lake Purdy and its tributaries, Jefferson and Shelby Counties, Alabama, water years 1987-91: U.S. Geological Survey Open-File Report 93-498, iv, 32 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr93498.","productDescription":"iv, 32 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":154409,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0498/report-thumb.jpg"},{"id":50639,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0498/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e83","contributors":{"authors":[{"text":"Stricklin, V.E.","contributorId":106146,"corporation":false,"usgs":true,"family":"Stricklin","given":"V.E.","affiliations":[],"preferred":false,"id":183750,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21173,"text":"ofr9378 - 1993 - Hydrologic and water-quality data in selected agricultural drainages in Beaufort and Hyde Counties, North Carolina, 1990-92","interactions":[],"lastModifiedDate":"2017-01-04T10:54:09","indexId":"ofr9378","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-78","title":"Hydrologic and water-quality data in selected agricultural drainages in Beaufort and Hyde Counties, North Carolina, 1990-92","docAbstract":"An investigation was begun in 1988 to: (1) quantify nutrient, sediment, and freshwater loadings in canals that collect drainage from cropland field ditches; (2) determine the effects of tide gates and flashboard risers on these loadings and on receiving water quality; and (3) characterize the effects of drainage on the salinity regime of a tidal creek. Data were collected in three canals in Hyde County, two canals in Beaufort County, and in Campbell Creek, which receives drainage directly from the Beaufort County canals. A tide gate was placed in one of the Hyde County canals near the beginning of the investigation. In August 1990 following more than 2 years of data collection, control structures were placed in the remaining two Hyde County canals. Flashboard risers were installed in the Beaufort County canals in April 1991. Hydrologic and water quality data are presented for each of the study sites for the period of October 1990 through May 1992. Following a description of the study sites and data collection methods, data are presented for the five drainage canals and Campbell Creek. The data collected included: (1) daily values of accumulated precipitation; (2) water level statistics; (3) daily mean values of discharge in the canals; (4) biweekly water quality measurements and sample analyses; (5) storm-event water quality measurements and sample analyses; (6) continuous records of specific conductance in the canals; (7) vertical profiles of salinity in Campbell Creek; and (8) daily mean values of salinity at five sites at Campbell Creek.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr9378","usgsCitation":"Treece, M., 1993, Hydrologic and water-quality data in selected agricultural drainages in Beaufort and Hyde Counties, North Carolina, 1990-92: U.S. Geological Survey Open-File Report 93-78, vi, 98 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr9378.","productDescription":"vi, 98 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":50766,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153637,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0078/report-thumb.jpg"}],"country":"United States","state":"North Carolina","county":"Beaufort County, Hyde County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.750244140625,\n 34.34570381052938\n ],\n [\n -77.750244140625,\n 35.88014896488361\n ],\n [\n -75.91827392578125,\n 35.88014896488361\n ],\n [\n -75.91827392578125,\n 34.34570381052938\n ],\n [\n -77.750244140625,\n 34.34570381052938\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fd20","contributors":{"authors":[{"text":"Treece, M.W. Jr.","contributorId":60255,"corporation":false,"usgs":true,"family":"Treece","given":"M.W.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":183972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21433,"text":"ofr93113 - 1993 - U.S. Geological Survey; North Carolina's water resources; a partnership with State, Federal and local agencies","interactions":[],"lastModifiedDate":"2021-03-04T21:05:36.953055","indexId":"ofr93113","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-113","title":"U.S. Geological Survey; North Carolina's water resources; a partnership with State, Federal and local agencies","docAbstract":"For more than 80 years, the Federal-State Cooperative Program in North Carolina has been an effective partnership that provides timely water information for all levels of government. The cooperative program has raised awareness of State and local water problems and issues and has enhanced transfer and exchange of scientific information. The U.S. Geological Survey (USGS) conducts statewide water-resources investigations in North Carolina that include hydrologic data collection, applied research studies, and other interpretive studies. These programs are funded through cooperative agreements with the North Carolina Departments of Environment, Health, and Natural Resources; Human Resources; and Transportation, as well as more than a dozen city and county governmental agencies. The USGS also conducts special studies and data-collection programs for Federal agencies, including the Department of Defense, the U.S. Soil Conservation Service, the Tennessee Valley Authority, and the U.S. Environmental Protection Agency that contribute to North Carolina's water information data base. Highlights of selected programs are presented to show the scope of USGS activities in North Carolina and their usefulness in addressing water-resource problems. The reviewed programs include the statewide data-collection program, estuarine studies, the National Water-Quality Assessment program, military installation restoration program, and groundwater flow model-development program in the Coastal Plain and Piedmont provinces.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr93113","usgsCitation":"Winner, M.D., 1993, U.S. Geological Survey; North Carolina's water resources; a partnership with State, Federal and local agencies: U.S. Geological Survey Open-File Report 93-113, 8 p., https://doi.org/10.3133/ofr93113.","productDescription":"8 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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Carolina\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611b34","contributors":{"authors":[{"text":"Winner, M. D. Jr.","contributorId":51766,"corporation":false,"usgs":true,"family":"Winner","given":"M.","suffix":"Jr.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":184420,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25605,"text":"wri934183 - 1993 - Hydrology of Park County, Wyoming, exclusive of Yellowstone National Park","interactions":[],"lastModifiedDate":"2012-02-02T00:08:24","indexId":"wri934183","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"93-4183","title":"Hydrology of Park County, Wyoming, exclusive of Yellowstone National Park","docAbstract":"The climate of Park County, Wyoming, ranges from desert to alpine tundra. Average annual precipitation ranges from 6 to 40 inches. Ground water is present throughout most of the county, but supplies adequate for stock or domestic use are not readily available in areas of greatest need. The chemical quality of most of the water sampled was of suitable quality for livestock, but most of the water was not suitable for drinking, and the water from bedrock aquifers generally was not suitable for irrigation. Unconsolidated deposits are a principal source of ground water in the county. However, ground water is found in deposits topographically higher than stream level only where surface water has been applied for irrigation; those unconsolidated deposits beneath areas that are not irrigated, such as Polecat Bench, are dry. The conversion of irrigated land to urban development poses problems in some areas because yields of water-supply wells will be adversely affected by reduced recharge. The trend toward urban development also increases the risk of contamination of the ground water by septic tanks, petroleum products, and toxic and hazardous wastes. Perennial streams originate in the mountains and in areas where drainage from irrigated land is adequate to sustain flow. The average annual runoff from streams originating in the mountains is as large as 598 acre-feet per square mile, and the average annual runoff from streams originating in badlands and plains is as low as 14.8 acre-feet per square mile.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934183","usgsCitation":"Lowry, M., Smalley, M., Mora, K.L., Stockdale, R., and Martin, M., 1993, Hydrology of Park County, Wyoming, exclusive of Yellowstone National Park: U.S. Geological Survey Water-Resources Investigations Report 93-4183, v, 67 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri934183.","productDescription":"v, 67 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4183/report-thumb.jpg"},{"id":54348,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4183/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54349,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4183/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db696070","contributors":{"authors":[{"text":"Lowry, M.E.","contributorId":55807,"corporation":false,"usgs":true,"family":"Lowry","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":194378,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smalley, M.L.","contributorId":87585,"corporation":false,"usgs":true,"family":"Smalley","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":194380,"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":194377,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Stockdale, R.G.","contributorId":24384,"corporation":false,"usgs":true,"family":"Stockdale","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":194376,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Martin, M.W.","contributorId":76785,"corporation":false,"usgs":true,"family":"Martin","given":"M.W.","email":"","affiliations":[],"preferred":false,"id":194379,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":26018,"text":"wri924146 - 1993 - Hydrology of the Jackson, Tennessee, area and delineation of areas contributing ground water to the Jackson well fields","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri924146","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4146","title":"Hydrology of the Jackson, Tennessee, area and delineation of areas contributing ground water to the Jackson well fields","docAbstract":"A comprehensive hydrologic investigation of the Jackson area in Madison County, Tennessee, was conducted to provide information for the development of a wellhead-protection program for two municipal well fields. The136-square-mile study area is between the Middle Fork Forked Deer and South Fork Forked Deer Rivers and includes the city of Jackson.\r\n\r\nThe formations that underlie and crop out in the study area, in descending order, are the Memphis Sand, Fort Pillow Sand, and Porters Creek Clay. The saturated thickness of the Memphis Sand ranges from 0 to 270 feet; the Fort Pillow Sand, from 0 to 180 feet. The Porters Creek Clay, which ranges from 130 to 320 feet thick, separates a deeper formation, the McNairy Sand, from the shallower units. Estimates by other investigators of hydraulic conductivity for the Memphis Sand range from 80 to 202 feet per day. Estimates of transmissivity of the Memphis Sand range from 2,700 to 33,000 feet squared per day. Estimates of hydraulic conductivity for the Fort Pillow Sand range from 68 to 167 feet per day, and estimates of transmissivity of that unit range from 6,700 to 10,050 feet squared per day.\r\n\r\nA finite-difference, ground-water flow model was calibrated to steady-state hydrologic conditions of April 1989, and was used to simulate hypothetical pumping plans for the North and South Well Fields. The aquifers were represented as three layers in the model to simulate the ground-water flow system. Layer 1 is the saturated part of the Memphis Sand; layer 2 is the upper half of the Fort Pillow Sand; and layer 3 is the lower half of the Fort Pillow Sand.\r\n\r\nThe steady-state water budget of the simulated system showed that more than half of the inflow to the ground-water system is underflow from the model boundaries. Most of this inflow is discharged as seepage to the rivers and to pumping wells. Slightly less than half of the inflow is from areal recharge and recharge from streams. About 75 percent of the discharge from the system is into the streams, lakes, and out of the model area through a small quantity of ground-water underflow. The remaining 25 percent is discharge to pumping wells.\r\n\r\nThe calibrated model was modified to simulate the effects on the ground-water system of three hypothetical pumping plans that increased pumping from the North Well Field to up to 20 million gallons per day, and from the South Well Field, to up to 15 million gallons per day. Maximum drawdown resulting from the 20 million-gallons-per-day rate of simulated pumping was 44.7 feet in a node containing a pumping well, and maximum drawdown over an extended area was about 38 feet. Up to 34 percent of ground-water seepage to streams in the calibrated model was intercepted by pumping in the simulations. A maximum of 9 percent more water was induced through model boundaries.\r\n\r\nA particle-tracking program, MODPATH, was used to delineate areas contributing water to the North and South Well Fields for the calibrated model and the three pumping simulations, and to estimate distances for different times-of-travel to the wells. The size of the area contributing water to the North Well Field, defined by the 5-year time-of-travel capture zone, is about 0.8 by 1.8 miles for the calibrated model and pumping plan 1. The size of the area for pumping plan 2 is 1.1 by 2.0 miles and, for pumping plan 3, 1.6 by 2.2 miles. The range of distance for l-year time-of-travel to individual wells is 200 to 800 feet for the calibrated model and plan 1, and 350 to 950 feet for plans 2 and 3.\r\n\r\nThe size of the area contributing water to the South Well Field, defined by the 5-year time-of-travel capture zone, is about 0.8 by 1.4 miles for the calibrated model. The size of the area for pumping plans 1 and 3 is 1.6 by 2.2 miles and, for pumping plan 2, 1.1 by 1.7 miles. The range of distance for l-year time-of-travel to individual wells is 120 to 530 feet for the calibrated model, 670 to 1,300 feet for pumping plans 1 and 3, and 260 to 850 feet","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri924146","usgsCitation":"Bailey, Z., 1993, Hydrology of the Jackson, Tennessee, area and delineation of areas contributing ground water to the Jackson well fields: U.S. Geological Survey Water-Resources Investigations Report 92-4146, v, 54 p. :ill. (1 col.), maps ;28 cm., https://doi.org/10.3133/wri924146.","productDescription":"v, 54 p. :ill. (1 col.), maps ;28 cm.","costCenters":[],"links":[{"id":2020,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri924146/","linkFileType":{"id":5,"text":"html"}},{"id":121577,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_92_4146.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683531","contributors":{"authors":[{"text":"Bailey, Z. C.","contributorId":54587,"corporation":false,"usgs":true,"family":"Bailey","given":"Z. C.","affiliations":[],"preferred":false,"id":195652,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26332,"text":"wri924162 - 1993 - Hydrology of valley fill and potential for additional ground-water withdrawals along the north flank of the Little Rocky Mountains, Fort Belknap Indian Reservation, north-central Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri924162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4162","title":"Hydrology of valley fill and potential for additional ground-water withdrawals along the north flank of the Little Rocky Mountains, Fort Belknap Indian Reservation, north-central Montana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri924162","usgsCitation":"Briar, D., Christensen, P., and Oellermann, D., 1993, Hydrology of valley fill and potential for additional ground-water withdrawals along the north flank of the Little Rocky Mountains, Fort Belknap Indian Reservation, north-central Montana: U.S. Geological Survey Water-Resources Investigations Report 92-4162, v, 86 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri924162.","productDescription":"v, 86 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":119062,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4162/report-thumb.jpg"},{"id":55130,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4162/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55131,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1992/4162/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55132,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4162/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdafd","contributors":{"authors":[{"text":"Briar, D.W.","contributorId":58287,"corporation":false,"usgs":true,"family":"Briar","given":"D.W.","affiliations":[],"preferred":false,"id":196197,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Christensen, P.K.","contributorId":82354,"corporation":false,"usgs":true,"family":"Christensen","given":"P.K.","email":"","affiliations":[],"preferred":false,"id":196198,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Oellermann, D.J.","contributorId":54458,"corporation":false,"usgs":true,"family":"Oellermann","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":196196,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26651,"text":"wri914111 - 1993 - Hydrology of the L.C. Holding coal-lease tract and adjacent areas, southwestern Utah, and potential effects of coal mining","interactions":[],"lastModifiedDate":"2022-01-12T22:06:33.129767","indexId":"wri914111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"91-4111","title":"Hydrology of the L.C. Holding coal-lease tract and adjacent areas, southwestern Utah, and potential effects of coal mining","docAbstract":"The U.S. Bureau of Land Management recognized a need for baseline hydrologic data and an understanding of the hydrologic system in the L.C. Holding coal-lease tract in order to determine the potential effects of mining on the water resources of the area. The potential impacts of mining on the hydrology of the area are of concern because Zion National Park is less than 3 miles from the westernmost part of the lease tract. Much of the water that passes through the Park either originates in the lease tract or traverses it. Runoff from melting snowpacks and summer thundershowers contributes most of the flow to perennial streams in the area. Base flow is sustained by spring discharge and diffuse seepage. Regional groundwater movement is southward. Most of the geologic formations in the study area contain aquifers. The water table of the regional aquifer is about 870 ft deep in the Navajo Sandstone. Groundwater issuing from the Navajo Sandstone on the east side of Zion Canyon has specific conductance values several times larger than groundwater from the west side, indicating recharge to the Navajo from the overlying strata, which contain water of larger specific conductance. Potential effects of mining in the area include: (1) increased dissolved-solids concen- trations and decreased pH values in both surface and groundwater; (2) dewatering of aquifers, causing a decrease or cessation of flow to some springs; and (3) land subsidence and associated subsidence fractures.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri914111","usgsCitation":"Cordy, G., Seiler, R.L., and Stolp, B., 1993, Hydrology of the L.C. Holding coal-lease tract and adjacent areas, southwestern Utah, and potential effects of coal mining: U.S. Geological Survey Water-Resources Investigations Report 91-4111, Report: vii, 84 p.; 2 Plates: 24.88 × 27.67 inches and 25.92 × 29.21 inches, https://doi.org/10.3133/wri914111.","productDescription":"Report: vii, 84 p.; 2 Plates: 24.88 × 27.67 inches and 25.92 × 29.21 inches","costCenters":[],"links":[{"id":394286,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47518.htm"},{"id":55529,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55528,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4111/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55527,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4111/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123741,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4111/report-thumb.jpg"}],"country":"United States","state":"Utah","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.8667,\n 37.2639\n ],\n [\n -112.7192,\n 37.2639\n ],\n [\n -112.7192,\n 37.45\n ],\n [\n -112.8667,\n 37.45\n ],\n [\n -112.8667,\n 37.2639\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66712f","contributors":{"authors":[{"text":"Cordy, G. E.","contributorId":59075,"corporation":false,"usgs":true,"family":"Cordy","given":"G. E.","affiliations":[],"preferred":false,"id":196774,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seiler, R. L.","contributorId":87546,"corporation":false,"usgs":true,"family":"Seiler","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196776,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stolp, Bernard J. 0000-0003-3803-1497","orcid":"https://orcid.org/0000-0003-3803-1497","contributorId":71942,"corporation":false,"usgs":true,"family":"Stolp","given":"Bernard J.","affiliations":[],"preferred":false,"id":196775,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26954,"text":"wri924096 - 1993 - Geomorphic, hydrologic, and erosion data for selected reclaimed hillslopes, the Seneca II mine, Routt County, Colorado, October 1988-July 1990","interactions":[],"lastModifiedDate":"2022-02-02T20:58:07.661479","indexId":"wri924096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"92-4096","title":"Geomorphic, hydrologic, and erosion data for selected reclaimed hillslopes, the Seneca II mine, Routt County, Colorado, October 1988-July 1990","docAbstract":"Geomorphic, hydrologic, and erosion data were collected from five reclaimed hillslopes at the Seneca II mine near Hayden, Colorado. Hillslope surveys were used to determine hillslope lengths, which range from 670 to 1,280 ft, and hillslope gradients, which range from 0.17 to 0.23 ft/ft (17 to 23 percent). Elevations in the study area range from 6,890 to 7,140 feet and hillslope aspect generally is west or south. Mean total vegetation cover ranges from 74 to 91 percent. Total monthly precipitation for December 1988 through May 1990 was computed from daily measurements made with weighing-bucket precipitation gages. Several snowpack measurements were made during 2 winters. Volumetric soil-water content was determined at incremental depths using a neutron probe and in the upper 11.8 in of soil using a time-domain reflectometer. Active and recent soil erosion was indicated by the presence of rills. Rill density (the sum of rill lengths/unit area) was computed at 50-feet intervals along each hillslope study area. Differences in soil-surface elevations between September or October 1989 and June 1990 were determined with an erosion frame and replicate soil-surface surveys at 16 erosion-study plots.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924096","usgsCitation":"Elliott, J.G., 1993, Geomorphic, hydrologic, and erosion data for selected reclaimed hillslopes, the Seneca II mine, Routt County, Colorado, October 1988-July 1990: U.S. Geological Survey Water-Resources Investigations Report 92-4096, iv, 59 p., https://doi.org/10.3133/wri924096.","productDescription":"iv, 59 p.","costCenters":[],"links":[{"id":395305,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47660.htm"},{"id":123732,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4096/report-thumb.jpg"},{"id":55840,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","county":"Routt County","otherGeospatial":"Seneca II mine","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -107.13043212890625,\n 40.36956635131763\n ],\n [\n -107.02468872070312,\n 40.36956635131763\n ],\n [\n -107.02468872070312,\n 40.42499671108253\n ],\n [\n -107.13043212890625,\n 40.42499671108253\n ],\n [\n -107.13043212890625,\n 40.36956635131763\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c50c","contributors":{"authors":[{"text":"Elliott, J. G.","contributorId":45341,"corporation":false,"usgs":true,"family":"Elliott","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197309,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27870,"text":"wri914164 - 1993 - Hydrologic conditions in the Jacobs Creek, Stony Brook, and Beden Brook drainage basins, west-central New Jersey, 1986-88","interactions":[],"lastModifiedDate":"2023-01-12T22:38:17.913572","indexId":"wri914164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"91-4164","title":"Hydrologic conditions in the Jacobs Creek, Stony Brook, and Beden Brook drainage basins, west-central New Jersey, 1986-88","docAbstract":"Data on the quantity and quality of groundwater and surface water in the drainage basins of Jacobs Creek, Stony Brook, and Beden Brook upstream from U.S. Route 206 in west-central New Jersey were collected from October 1, 1986, through September 30, 1988. Water levels measured in 74 wells ranged from 49 to 453 ft above sea level. The water-table surface generally mimicked topography; however, the water-level altitude in one well indicates the possibility of local interbasin groundwater flow. Calcium and bicarbonate were the most abundant cation and anion in most of the 25 groundwater samples. With one exception, concentrations of nutrients, trace elements, organic carbon, and volatile organic compounds in groundwater samples were less than U.S. Environmental Protection Agency primary drinking-water regulations. Stream low-flow measurements made twice at each of 63 sites indicate that both discharge and runoff increased downstream for most reaches of Jacobs Creek, Stony Brook, and Beden Brook. For main-stem sites, the highest base-flow runoff occurred at site 01462733 on Jacobs Creek; the greatest discharge was measured at site 01401100 on Stony Brook. The flow-duration curve for Stony Brook for 1987-88 indicates a wetter- than-normal period for the area. Results of surface-water-quality analyses indicate that calcium and sodium plus potassium were the dominant or codominant cations, and bicarbonate and chloride were the dominant or codominant anions in most samples. Concentrations of nutrients typically exceeded those needed to support surplus algal growth. Concentrations of trace elements generally were less than U.S. Environmental Protection Agency primary drinking-water regulations. Bottom-sediment samples contained several persistent organic compounds. Significant downstream variations were found in concentrations of copper and lead in Jacobs Creek and Stony Brook. Results of macroinvertebrate community sampling indicate an input of nutrients to several stream sections on Jacobs Creek, Stony Brook, and Beden Brook.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri914164","usgsCitation":"Jacobsen, E., Hardy, M.A., and Kurtz, B.A., 1993, Hydrologic conditions in the Jacobs Creek, Stony Brook, and Beden Brook drainage basins, west-central New Jersey, 1986-88: U.S. Geological Survey Water-Resources Investigations Report 91-4164, Report: vi, 104 p.; 1 Plate: 31.44 x 34.90 inches, https://doi.org/10.3133/wri914164.","productDescription":"Report: vi, 104 p.; 1 Plate: 31.44 x 34.90 inches","costCenters":[],"links":[{"id":411817,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47556.htm","linkFileType":{"id":5,"text":"html"}},{"id":56694,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4164/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56693,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4164/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123514,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4164/report-thumb.jpg"}],"country":"United States","state":"New Jersey","otherGeospatial":"Jacobs Creek, Stony Brook, and Belen Brook drainage basins","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -74.6417,\n 40.4583\n ],\n [\n -74.8667,\n 40.4583\n ],\n [\n -74.8667,\n 40.2758\n ],\n [\n -74.6417,\n 40.2758\n ],\n [\n -74.6417,\n 40.4583\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611258","contributors":{"authors":[{"text":"Jacobsen, Eric jacobsen@usgs.gov","contributorId":3864,"corporation":false,"usgs":true,"family":"Jacobsen","given":"Eric","email":"jacobsen@usgs.gov","affiliations":[],"preferred":true,"id":198817,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hardy, M. A.","contributorId":54223,"corporation":false,"usgs":true,"family":"Hardy","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198819,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kurtz, B. A.","contributorId":47825,"corporation":false,"usgs":true,"family":"Kurtz","given":"B.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198818,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27960,"text":"wri934147 - 1993 - Brine contamination of ground water and streams in the Baxterville oil field area, Lamar and Marion Counties, Mississippi","interactions":[],"lastModifiedDate":"2024-01-09T20:32:54.598216","indexId":"wri934147","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"93-4147","title":"Brine contamination of ground water and streams in the Baxterville oil field area, Lamar and Marion Counties, Mississippi","docAbstract":"A hydrologic investigation to define the extent of brine contamination in \r\nground water and streams in the Baxterville oil field area was conducted from \r\nOctober 1984 through November 1985. The 260-square-mile study area \r\nincludes the Baxterville oil field (approximately 12.5 square miles) in \r\nsouthwestern Lamar and southeastern Marion Counties, Mississippi. Since \r\n1944, disposal of more than 1 billion barrels of brine pumped from the oil- \r\nproducing zones has contaminated (increased chloride to greater than \r\nbackground concentrations) parts of the Citronelle and shallow Miocene \r\naquifers and some streams that drain the oil field. Many domestic wells have \r\nbeen abandoned because of the presence of substantial quantities of brine in \r\nthe ground water. Brine has moved laterally through the shallowest aquifers \r\nand discharged into Clear Creek and its tributaries. Although the presence of \r\nbrine in surface water was greatest during periods of low flow when \r\nstreamflow originated primarily from ground-water inflow, brine was also \r\ndetected during high-flow periods when streamflow consisted largely of \r\nprecipitation runoff.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934147","collaboration":"Prepared in cooperation with the Mississippi Department of Environmental Quality Office of Pollution Control","usgsCitation":"Kalkhoff, S.J., 1993, Brine contamination of ground water and streams in the Baxterville oil field area, Lamar and Marion Counties, Mississippi: U.S. Geological Survey Water-Resources Investigations Report 93-4147, v, 37 p., https://doi.org/10.3133/wri934147.","productDescription":"v, 37 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":424234,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47849.htm","linkFileType":{"id":5,"text":"html"}},{"id":56776,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4147/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120148,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4147/report-thumb.jpg"}],"country":"United States","state":"Mississippi","county":"Lamar County, Marion County","otherGeospatial":"Baxterville oil field area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -89.75,\n 30.9944\n ],\n [\n -89.5425,\n 30.9944\n ],\n [\n -89.5425,\n 31.25\n ],\n [\n -89.75,\n 31.25\n ],\n [\n -89.75,\n 30.9944\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb384","contributors":{"authors":[{"text":"Kalkhoff, Stephen J. 0000-0003-4110-1716 sjkalkho@usgs.gov","orcid":"https://orcid.org/0000-0003-4110-1716","contributorId":1731,"corporation":false,"usgs":true,"family":"Kalkhoff","given":"Stephen","email":"sjkalkho@usgs.gov","middleInitial":"J.","affiliations":[{"id":36532,"text":"Central Midwest Water Science Center","active":true,"usgs":true},{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true},{"id":35680,"text":"Illinois-Iowa-Missouri Water Science Center","active":true,"usgs":true}],"preferred":true,"id":198970,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27963,"text":"wri934099 - 1993 - Water quality of Corydon Reservoir before implementation of agricultural best-management practices in the basin, Wayne County, Iowa, September 1990 to September 1991","interactions":[],"lastModifiedDate":"2017-06-10T11:37:32","indexId":"wri934099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"93-4099","title":"Water quality of Corydon Reservoir before implementation of agricultural best-management practices in the basin, Wayne County, Iowa, September 1990 to September 1991","docAbstract":"

A hydrologic investigation to define the water quality of Corydon Reservoir before implementation of agricultural best-management practices in the basin was conducted from September 1990 to September 1991. Runoff from the 1,680-acre basin is the primary source of water to the 58-acre reservoir. Current water quality of the reservoir is affected substantially by runoff from the agricultural basin. Total-solids, total-nitrogen, and total-phosphorus concentrations were largest during April through July 1991, the months of greatest rainfall. Herbicide concentrations increased substantially in June after application. The concentration of the sum of all triazines was greater than 50 micrograms per liter in one sample, with the predominant herbicides being atrazine and cyanazine. Atrazine concentrations, estimated from immunoassay, were greater than 8.0 micrograms per liter from June through September 1991 as a result of reservoir storage. Atrazine concentrations commonly were less at the surface than at depth. Algal populations remained constant even though nutrient concen- trations increased during the summer months. This may be due to the presence of suspended sediment that reduces light penetration and herbicides that inhibit photosynthesis.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City, IA","doi":"10.3133/wri934099","collaboration":"Prepared in cooperation with Iowa Department of Natural Resources (Geological Survey Bureau), U.S. Environmental Protection Agency, U.S. Department of Agriculture","usgsCitation":"Kalkhoff, S., 1993, Water quality of Corydon Reservoir before implementation of agricultural best-management practices in the basin, Wayne County, Iowa, September 1990 to September 1991: U.S. Geological Survey Water-Resources Investigations Report 93-4099, vi, 36 p.: ill., maps; 28 cm., https://doi.org/10.3133/wri934099.","productDescription":"vi, 36 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":158592,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4099/report-thumb.jpg"},{"id":56779,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Iowa","county":"Wayne County","otherGeospatial":"Corydon Reservoir basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.39855194091797,\n 40.72813686316017\n ],\n [\n -93.39855194091797,\n 40.77846164090355\n ],\n [\n -93.30327987670898,\n 40.77846164090355\n ],\n [\n -93.30327987670898,\n 40.72813686316017\n ],\n [\n -93.39855194091797,\n 40.72813686316017\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683563","contributors":{"authors":[{"text":"Kalkhoff, S. J.","contributorId":28967,"corporation":false,"usgs":true,"family":"Kalkhoff","given":"S. J.","affiliations":[],"preferred":false,"id":198973,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28339,"text":"wri934002 - 1993 - Hydrology and water quality of unmined and reclaimed basins in phosphate-mining areas, west-central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri934002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"93-4002","title":"Hydrology and water quality of unmined and reclaimed basins in phosphate-mining areas, west-central Florida","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri934002","usgsCitation":"Lewelling, B., and Wylie, R., 1993, Hydrology and water quality of unmined and reclaimed basins in phosphate-mining areas, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 93-4002, viii, 93 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934002.","productDescription":"viii, 93 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120164,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4002/report-thumb.jpg"},{"id":57149,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604bcc","contributors":{"authors":[{"text":"Lewelling, B. R.","contributorId":17969,"corporation":false,"usgs":true,"family":"Lewelling","given":"B. R.","affiliations":[],"preferred":false,"id":199620,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wylie, R.W.","contributorId":53426,"corporation":false,"usgs":true,"family":"Wylie","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":199621,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28896,"text":"wri934052 - 1993 - Hydrology and water chemistry of shallow aquifers along the upper Clark Fork, western Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri934052","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"93-4052","title":"Hydrology and water chemistry of shallow aquifers along the upper Clark Fork, western Montana","docAbstract":"Shallow ground-water resources in western Montana have been developed primarily in Quaternary alluvium and Tertiary deposits, although bedrock supplies water to wells locally. Well-yield and trans- missivity values were largest (medians of 40 gallons per minute and 970 feet squared per day, respec- tively) in alluvium and smallest (medians of 15 gallons per minute and 130 feet squared per day, respectively) in bedrock. Chemical composition of ground water was dominated by calcium, magnesium, and bicarbonate derived from dissolution of carbonate minerals. Other water types may be the result of ion exchange (increased sodium) and mixing of geothermal water or leachate from mine wastes (increased sulfate). Although concen- trations of arsenic were relatively small (maximum of 20 micrograms per liter), they were somewhat larger in alluvium within 300 feet of the Clark Fork. Elevated concentrations of cadmium (maximum of 6 micrograms per liter) were measured in water from one well downgradient from tailings ponds. Although mining and smelting activities have resulted in widespread distribution of contami- nants in the Clark Fork valley, this study indicates that ground water contains elevated concentrations of trace elements only locally. Streamflow data indicate significant ground-water inflow to the Clark Fork in two reaches. Between Racetrack and Garrison, irrigation-return flow probably augments naturally occurring ground-water discharge. Between Jens and Cramer Creek, geo- thermal water from bedrock flows through alluvium to the river. In the Clark Fork, the maximum arsenic concentration was 8.1 micrograms per liter; copper and manganese concentrations were largest at Warm Springs (maximums of 14 and 350 micrograms per liter, respectively) and decreased downstream.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri934052","usgsCitation":"Nimick, D., 1993, Hydrology and water chemistry of shallow aquifers along the upper Clark Fork, western Montana: U.S. Geological Survey Water-Resources Investigations Report 93-4052, v, 63 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri934052.","productDescription":"v, 63 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":124242,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4052/report-thumb.jpg"},{"id":57771,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1993/4052/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57772,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4052/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e83c","contributors":{"authors":[{"text":"Nimick, D. A.","contributorId":70399,"corporation":false,"usgs":true,"family":"Nimick","given":"D. A.","affiliations":[],"preferred":false,"id":200579,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29553,"text":"wri934095 - 1993 - Hydrologic implications of measured changes in gravity during pumping at a carbonate-rock well near Moapa, Clark County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri934095","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"93-4095","title":"Hydrologic implications of measured changes in gravity during pumping at a carbonate-rock well near Moapa, Clark County, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Reports Services [distributor],","doi":"10.3133/wri934095","usgsCitation":"Schaefer, D.H., 1993, Hydrologic implications of measured changes in gravity during pumping at a carbonate-rock well near Moapa, Clark County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 93-4095, iv, 11 p. :ill. ;28 cm., https://doi.org/10.3133/wri934095.","productDescription":"iv, 11 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123217,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4095/report-thumb.jpg"},{"id":58383,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4095/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606a49","contributors":{"authors":[{"text":"Schaefer, D. H.","contributorId":84763,"corporation":false,"usgs":true,"family":"Schaefer","given":"D.","middleInitial":"H.","affiliations":[],"preferred":false,"id":201707,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29884,"text":"wri934227 - 1993 - Geohydrology and simulation of flow and water levels in the aquifer system in the Mud Lake area of the eastern Snake River plain, eastern Idaho","interactions":[],"lastModifiedDate":"2018-02-15T10:07:59","indexId":"wri934227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"93-4227","title":"Geohydrology and simulation of flow and water levels in the aquifer system in the Mud Lake area of the eastern Snake River plain, eastern Idaho","docAbstract":"

Water users rely on surface water and ground water to irrigate crops and to maintain lakes on wildlife refuges in the 2,200-square-mile Mud Lake study area. Ground-water development between the late 1970's and 1989 increased withdrawals from about 240,000 acre-feet in 1983 to about 370,000 acre-feet in 1990. Concurrent with ground-water development, change from subirrigation to sprinkler irrigation was predicted to reduce recharge by 95,000 acre-feet, according to an independent study. Of the 660,000 acre-feet total estimated recharge from precipitation and irrigation in the study area in 1980, half was in the area in which irrigation methods were changed. Water managers need the ability to evaluate the effects of water-use changes on the future supply of surface water and ground water.

Basalt and rhyolite predominate on the surface and in the subsurface of the study area. Total basalt thickness is less than 4,000 feet; total sediment thickness (clay, silt, sand, and gravel) is less than 1,000 feet. Basalt and sediment interbeds contribute to confined ground-water conditions and affect movement and supply of water in parts of the aquifer system.

Estimated losses from and gains to perennial streams and lakes in 1980 were each about 110,000 acre-feet. Water-table altitudes ranged from about 4,500 to 6,200 feet above sea level, and water-table gradients were 3 to 120 feet per mile. Underflow from basins tributary to the study area was estimated to be about 450,000 acre-feet in 1980; measured discharge from flowing wells was about 10,000 acre-feet.

A five-layer, three-dimensional, finite-difference, numerical ground-water flow model was calibrated by trial-and-error to assumed 1980 steady-state hydrologic conditions to obtain a better understanding of the geohydrology and provide a tool to evaluate water-use alternatives. Water-level gradients simulated by the model were similar to gradients measured in 1980. Simulated underflow across model boundaries for 1980 was 932,000 acre-feet. Simulated losses from and gains to most streams and lakes were within 2 percent of estimated values. Simulated discharge from flowing wells matched measurements for 1980. An attempt to calibrate the numerical model to transient hydrologic conditions in monthly increments from 1981 to 1990 was discontinued because available data did not justify changes that were indicated by model simulations. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934227","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources and U.S. Department of Energy","usgsCitation":"Spinazola, J.M., 1993, Geohydrology and simulation of flow and water levels in the aquifer system in the Mud Lake area of the eastern Snake River plain, eastern Idaho: U.S. Geological Survey Water-Resources Investigations Report 93-4227, v, 78 p., https://doi.org/10.3133/wri934227.","productDescription":"v, 78 p.","numberOfPages":"83","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":124187,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4227/report-thumb.jpg"},{"id":58692,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4227/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","country":"United States","state":"Idaho","otherGeospatial":"Snake River Plain","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.0,43.5 ], [ -113.0,44.5 ], [ -111.5,44.5 ], [ -111.5,43.5 ], [ -113.0,43.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c88","contributors":{"authors":[{"text":"Spinazola, Joseph M.","contributorId":102044,"corporation":false,"usgs":true,"family":"Spinazola","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":202296,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29887,"text":"wri934228 - 1993 - Simulation of changes in water levels and ground-water flow in response to water-use alternatives in the Mud Lake area, eastern Snake River plain, eastern Idaho","interactions":[],"lastModifiedDate":"2018-02-15T10:09:28","indexId":"wri934228","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"93-4228","title":"Simulation of changes in water levels and ground-water flow in response to water-use alternatives in the Mud Lake area, eastern Snake River plain, eastern Idaho","docAbstract":"

Water users rely on surface and ground water to irrigate crops and maintain wildlife refuges in the 2,200-square-mile Mud Lake study area. Water managers need the ability to evaluate the effects of water-use changes on the future supply of surface and ground water. A five-layer, three-dimensional, finite-difference, numerical ground-water flow model, calibrated to assumed 1980 steady-state hydrologic conditions, was used to evaluate potential effects of seven water-use alternatives on ground-water levels and on losses from and gains to streams and lakes. The model was used to simulate steady-state water levels and ground-water flow for average 1980-90 hydrologic conditions and for seven water-use alternatives that represented changes from average 1980-90 conditions. Five alternatives represented reduced withdrawals from five different sets of wells, the sixth represented increased withdrawals in areas that could potentially support additional irrigation development, and the seventh represented reduced recharge in part of the study area where change from subirrigation to sprinkler irrigation is taking place. Simulated results from each alternative were compared with results for average 1980-90 conditions.

Among the five water-use alternatives in which withdrawals from wells were reduced, simulated water levels were 0.1 to 40 feet higher than average 1980-90 conditions. Simulated stream and lake losses were as much as 4,700 acre-feet less and simulated gains were as much as 19,000 acre-feet greater in response to simulated water-level rises. Simulated underflow into the study area was as much as 8,200 acre-feet less and simulated underflow out of the study area was as much as 91,000 acre-feet greater. Simulated water-level declines were as great as 15 feet for the sixth alternative (increased withdrawals) and 10 feet for the seventh (reduced recharge). Simulated stream and lake losses were as much as 5,700 acre-feet greater and simulated gains were as much as 37,000 acre-feet less for stream and lake segments due to simulated water-level declines. Simulated underflow into the study area was as much as 7,200 acre-feet greater and simulated underflow out of the study area was as much as 23,000 acre-feet less. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri934228","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources and U.S. Department of Energy","usgsCitation":"Spinazola, J.M., 1993, Simulation of changes in water levels and ground-water flow in response to water-use alternatives in the Mud Lake area, eastern Snake River plain, eastern Idaho: U.S. Geological Survey Water-Resources Investigations Report 93-4228, iv, 29 p., https://doi.org/10.3133/wri934228.","productDescription":"iv, 29 p.","numberOfPages":"32","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":160120,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4228/report-thumb.jpg"},{"id":58704,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4228/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","projection":"Universal Transverse Mercator","country":"United States","state":"Idaho","otherGeospatial":"Mud Lake","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.05,43.5 ], [ -113.05,44.666667 ], [ -111.333333,44.666667 ], [ -111.333333,43.5 ], [ -113.05,43.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db64868f","contributors":{"authors":[{"text":"Spinazola, Joseph M.","contributorId":102044,"corporation":false,"usgs":true,"family":"Spinazola","given":"Joseph","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":202302,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}