No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884173_1989","usgsCitation":"Myette, C., and Simcox, A., 1989, Water resources and aquifer yields in the Charles River basin, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 88-4173, vi, 53 p., https://doi.org/10.3133/wri884173_1989.","productDescription":"vi, 53 p.","costCenters":[],"links":[{"id":159364,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4173_1989/report-thumb.jpg"},{"id":57712,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4173_1989/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Massachusetts","otherGeospatial":"Charles River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -71.22779846191406,\n 42.32352412281155\n ],\n [\n -71.03965759277344,\n 42.32352412281155\n ],\n [\n -71.03965759277344,\n 42.38898005764399\n ],\n [\n -71.22779846191406,\n 42.38898005764399\n ],\n [\n -71.22779846191406,\n 42.32352412281155\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f93bc","contributors":{"authors":[{"text":"Myette, C. F.","contributorId":97115,"corporation":false,"usgs":true,"family":"Myette","given":"C. F.","affiliations":[],"preferred":false,"id":200484,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simcox, A.C.","contributorId":46134,"corporation":false,"usgs":true,"family":"Simcox","given":"A.C.","affiliations":[],"preferred":false,"id":200483,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30283,"text":"wri884051 - 1989 - Evaluation of methodology for delineation of protection zones around public-supply wells in west-central Florida","interactions":[],"lastModifiedDate":"2023-01-05T22:55:01.102387","indexId":"wri884051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4051","title":"Evaluation of methodology for delineation of protection zones around public-supply wells in west-central Florida","docAbstract":"Public-supply wells in the west-central Florida area of Citrus, Hernando, Pasco, Hillsborough, and Pinellas Counties derive their supply solely from the Floridan aquifer system. In much of this area, the Floridan is at or near land surface and vulnerable to contamination. Recognizing this potential threat to the aquifer, the Florida Department of Environmental Regulation (FDER) recently promulgated regulations providing for the delineation of protection zones around public-supply wells that tap vulnerable aquifers, such as the Floridan in west-central Florida. This report evaluates the methodology for delineation of protection zones for public supply wells in west-central Florida in accordance with the methods detailed in the FDER regulations. Protection zones were delineated for public supply wells or well fields that are permitted an average daily withdrawal of 100,000 gal or more from the Floridan aquifer system where it is unconfined or leaky confined. Leaky confined, as used in FDER regulations describe conditions such that the time for a particle of water to travel vertically from the water table to the top of the Floridan is 5 years or less. Protection zones were delineated by using a radial volumetric-displacement model that simulated 5 years of permitted-rate withdrawal. Where zones overlapped, such as for well fields, composite protection zones in shapes that varied according to the configuration of well arrays were delineated on maps.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884051","usgsCitation":"Vecchioli, J., Hunn, J.D., and Aucott, W.R., 1989, Evaluation of methodology for delineation of protection zones around public-supply wells in west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4051, Report: iv, 36 p.; 3 Plates: 22.53 x 18.85 inches or smaller, https://doi.org/10.3133/wri884051.","productDescription":"Report: iv, 36 p.; 3 Plates: 22.53 x 18.85 inches or smaller","costCenters":[],"links":[{"id":59074,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59073,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4051/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59072,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4051/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59071,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122690,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4051/report-thumb.jpg"},{"id":411461,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46974.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -81.5,\n 29.7\n ],\n [\n -83,\n 29.7\n ],\n [\n -83,\n 26.6364\n ],\n [\n -81.5,\n 26.6364\n ],\n [\n -81.5,\n 29.7\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e515b","contributors":{"authors":[{"text":"Vecchioli, John","contributorId":36113,"corporation":false,"usgs":true,"family":"Vecchioli","given":"John","email":"","affiliations":[],"preferred":false,"id":202983,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hunn, J. D.","contributorId":20362,"corporation":false,"usgs":true,"family":"Hunn","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":202982,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Aucott, W. R.","contributorId":64288,"corporation":false,"usgs":true,"family":"Aucott","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202984,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29458,"text":"wri894067 - 1989 - Cost-effectiveness of the stream-gaging program in Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri894067","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4067","title":"Cost-effectiveness of the stream-gaging program in Kentucky","docAbstract":"This report documents the results of a study of the cost-effectiveness of the stream-gaging program in Kentucky. The total surface-water program includes 97 daily-discharge stations , 12 stage-only stations, and 35 crest-stage stations and is operated on a budget of $950,700. One station used for research lacks adequate source of funding and should be discontinued when the research ends. Most stations in the network are multiple-use with 65 stations operated for the purpose of defining hydrologic systems, 48 for project operation, 47 for definition of regional hydrology, and 43 for hydrologic forecasting purposes. Eighteen stations support water quality monitoring activities, one station is used for planning and design, and one station is used for research. The average standard error of estimation of streamflow records was determined only for stations in the Louisville Subdistrict. Under current operating policy, with a budget of $223,500, the average standard error of estimation is 28.5%. Altering the travel routes and measurement frequency to reduce the amount of lost stage record would allow a slight decrease in standard error to 26.9%. The results indicate that the collection of streamflow records in the Louisville Subdistrict is cost effective in its present mode of operation. In the Louisville Subdistrict, a minimum budget of $214,200 is required to operate the current network at an average standard error of 32.7%. A budget less than this does not permit proper service and maintenance of the gages and recorders. The maximum budget analyzed was $268,200, which would result in an average standard error of 16.9% indicating that if the budget was increased by 20%, the percent standard error would be reduced 40 %. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894067","usgsCitation":"Ruhl, K., 1989, Cost-effectiveness of the stream-gaging program in Kentucky: U.S. Geological Survey Water-Resources Investigations Report 89-4067, v, 57 p. :ill. ;28 cm., https://doi.org/10.3133/wri894067.","productDescription":"v, 57 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123753,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4067/report-thumb.jpg"},{"id":58303,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4067/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68462c","contributors":{"authors":[{"text":"Ruhl, K.J.","contributorId":35322,"corporation":false,"usgs":true,"family":"Ruhl","given":"K.J.","email":"","affiliations":[],"preferred":false,"id":201553,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30607,"text":"wri894006 - 1989 - Climatic changes inferred from analyses of lake-sediment cores, Walker Lake, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:09:13","indexId":"wri894006","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4006","title":"Climatic changes inferred from analyses of lake-sediment cores, Walker Lake, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894006","usgsCitation":"Yang, I., 1989, Climatic changes inferred from analyses of lake-sediment cores, Walker Lake, Nevada: U.S. Geological Survey Water-Resources Investigations Report 89-4006, iv, 15 p. :ill., map ;28 cm., https://doi.org/10.3133/wri894006.","productDescription":"iv, 15 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":122480,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4006/report-thumb.jpg"},{"id":59374,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4006/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de1b3","contributors":{"authors":[{"text":"Yang, I.C.","contributorId":88777,"corporation":false,"usgs":true,"family":"Yang","given":"I.C.","email":"","affiliations":[],"preferred":false,"id":203529,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29457,"text":"wri894074 - 1989 - Water resources of the White Earth Indian Reservation, northwestern Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T11:19:50","indexId":"wri894074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4074","title":"Water resources of the White Earth Indian Reservation, northwestern Minnesota","docAbstract":"Water resources in the White Earth Indian Reservation meet the present (1988) needs for potable supply and other household uses and provide valuable ecological, recreational, and aesthetic benefits. Total annual water use in the Reservation is about 460 million gallons per year. Domestic supply from privately owned wells and municipal systems accounts for roughly three-fourths of the water use, and irrigation of croplands and nurseries accounts for approximately one-fourth, depending on rainfall.
\nGlacial-drift aquifers are the source of ground water in the Reservation. Unconfined-drift aquifers consist of two surficial outwash deposits that extend over approximately one-fifth of the Reservation. One deposit trends along a north-south strip through the central part of the Reservation, and the other occupies the southeastern corner. Confined-drift aquifers are the most significant source of ground-water supply. These aquifers are discontinuous lenses of sand and gravel that hydraulically are poorly connected to each other. The aquifers are 50 to 300 feet below land surface and 5 to 25 feet thick. Yields from these aquifers typically range from 10 to 100 gallons per minute.
\nSurface water in the Reservation consist of numerous lakes, wetlands, prairie potholes, and streams. The larger, deeper lakes in the eastern and southern parts of the Reservation support walleye and northern pike and provide recreational opportunities for swimming and boating. The shallower lakes and prairie potholes are used to produce wild rice and also are managed to provide waterfowl habitat. Most of the streams in the Reservation drain the headwater areas of basins that are part of the Red River of the North watershed; however, several small streams in the southeastern part drain to the Crow Wing River, which is part of the Mississippi River drainage system. The Wild Rice River drains the largest basin in the Reservation.
\nGround water is mostly a calcium magnesium bicarbonate type. Dissolvedsolids concentration of the ground water generally is greater in the deeper confined-drift aquifers than in the shallower unconfined-drift aquifers. The concentrations of sodium and sulfate in water from the confined-drift aquifers are higher in the northwestern part of the Reservation than in the rest of the aquifer. Except for elevated concentrations of iron and manganese, the quality of the ground water meets the criteria established by the U.S. Environmental Protection Agency (USEPA) for drinking water.
\nSurface water also is a calcium magnesium bicarbonate type. Lake waters are hard and alkaline and are mesotrophic to eutrophic in productivity. Quality of the lake and stream water is suitable for native forms of freshwater biota, although the concentration of total recoverable mercury exceeds the 0.012 micrograms per liter maximum contaminant level; that level, established by USEPA for the organic form of dissolved mercury, is intended to protect against chronic effects on freshwater life. Available information, however, indicates that the amount of mercury in edible tissue from fish in alkaline lakes of northwestern Minnesota is within safe limits. The concentrations of phosphorus and nitrate in the streams are below levels that indicate pollution problems.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri894074","collaboration":"Prepared in cooperation with the White Earth Indian Reservation Business Committee","usgsCitation":"Ruhl, J.F., 1989, Water resources of the White Earth Indian Reservation, northwestern Minnesota: U.S. Geological Survey Water-Resources Investigations Report 89-4074, vii, 73 p., https://doi.org/10.3133/wri894074.","productDescription":"vii, 73 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":58302,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4074/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126744,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4074/report-thumb.jpg"}],"country":"United States","state":"Minnesota","otherGeospatial":"White Earth Indian Reservation","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -96.03424072265625,\n 46.97463048970669\n ],\n [\n -96.03424072265625,\n 47.4596655525415\n ],\n [\n -95.29815673828124,\n 47.4596655525415\n ],\n [\n -95.29815673828124,\n 46.97463048970669\n ],\n [\n -96.03424072265625,\n 46.97463048970669\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f02a3","contributors":{"authors":[{"text":"Ruhl, J. F.","contributorId":81866,"corporation":false,"usgs":true,"family":"Ruhl","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":201552,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28824,"text":"wri894114 - 1989 - Hydrogeology and ground-water-quality conditions at the Geary County landfill, northeast Kansas, 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri894114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4114","title":"Hydrogeology and ground-water-quality conditions at the Geary County landfill, northeast Kansas, 1988","docAbstract":"Chemical analysis of water from monitoring wells upgradient and downgradient of the Geary County Landfill in Kansas near Junction City indicate the presence of several chemically distinct water types. For the dominant calcium bicarbonate water type, concentrations of inorganic and organic constituents indicate the presence of reducing conditions within the landfill and increased concentrations of calcium, magnesium, sodium, bicarbonate, sulfate, chloride, ammonia, iron, manganese, and other trace elements downgradient within a leachate plume that extends northeasterly away from the landfill. The orientation of the long axis of the leachate plume does not coincide with the August or September directions of groundwater flow, possibly due to the effect of abundant rainfall and high river stages at other times of the year or preferential flow in very transmissive zones, and thus may indicate the dominant direction of groundwater flow. None of the organic-constituent or inorganic-constituent concentrations exceeded secondary drinking-water standards. Concentrations of benzene, vinyl chloride, and 1,2-trans-dichloroethene exceeded Kansas notification levels. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894114","usgsCitation":"Myers, N.C., and Bigsby, P., 1989, Hydrogeology and ground-water-quality conditions at the Geary County landfill, northeast Kansas, 1988: U.S. Geological Survey Water-Resources Investigations Report 89-4114, vi, 41 p. :maps ;28 cm., https://doi.org/10.3133/wri894114.","productDescription":"vi, 41 p. :maps ;28 cm.","costCenters":[],"links":[{"id":121812,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4114/report-thumb.jpg"},{"id":57684,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4114/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af6e4b07f02db6929b1","contributors":{"authors":[{"text":"Myers, N. C.","contributorId":13622,"corporation":false,"usgs":true,"family":"Myers","given":"N.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200460,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bigsby, P. R.","contributorId":54631,"corporation":false,"usgs":true,"family":"Bigsby","given":"P. R.","affiliations":[],"preferred":false,"id":200461,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29454,"text":"wri884114 - 1989 - Water resources of the Fond du Lac Indian Reservation, east-central Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T11:19:25","indexId":"wri884114","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4114","title":"Water resources of the Fond du Lac Indian Reservation, east-central Minnesota","docAbstract":"Water resources in the Fond du Lac Indian Reservation meet the present (1987) needs for drinking-water supplies and other household uses with respect to water quality and quantity, and provide valuable ecological, recreational, and aesthetic benefits. Total annual water use in the Reservation is about 36.5 million gallons per year and per capita use is about 100 gallons per day. Practically all the water is used for domestic supply. Ground water is the source of all water supplies in the Reservation.
\nThree aquifers are the source of ground water in the Reservation. Unconfined-drift aquifers consist of surficial outwash that extends over one third of the Reservation. Confined-drift aquifers consist of sand and gravel deposits that occur discontinuously at depths of 50 to 150 feet throughout the Reservation. The third aquifer is in crystalline bedrock that underlies the glacial drift.
\nSurface-water resources in the Reservation consist of numerous wetlands, many shallow lakes, and streams that drain five basins. All the basins in the Reservation are part of the St. Louis River drainage system, except for a small area in the southcentral part of the Reservation that is part of the Kettle River basin. Stoney Brook, which is the major stream, drains three fourths of the Reservation. Average discharge from Stoney Brook during the 1984 water year was 82 cubic feet per second. The lakes in the Reservation, which are shallow and small, have a combined surface area of about 3,000 acres.
\nConcentrations of constituents in ground-water samples met recommended and regulated limits set by the U.S. Environmental Protection Agency for drinking water except for samples collected from wells in the unconfined-drift aquifer that suggested limits for nitrate (one sample), iron (two samples), and manganese (six samples), were exceeded. Quality of water in the lakes and streams is suitable for native forms of plant and animal life.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri884114","collaboration":"Prepared in Cooperation with the Fond du Lac Indian Reservation Business Committee","usgsCitation":"Ruhl, J.F., 1989, Water resources of the Fond du Lac Indian Reservation, east-central Minnesota: U.S. Geological Survey Water-Resources Investigations Report 88-4114, v, 42 p., https://doi.org/10.3133/wri884114.","productDescription":"v, 42 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":58299,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4114/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119528,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4114/report-thumb.jpg"}],"country":"United States","state":"Minnesota","otherGeospatial":"Fond du Lac Indian Reservation","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.4774169921875,\n 46.73327226871774\n ],\n [\n -92.4774169921875,\n 46.6451938027548\n ],\n [\n -92.7520751953125,\n 46.64472240881699\n ],\n [\n -92.74864196777342,\n 46.875213396722685\n ],\n [\n -92.73902893066406,\n 46.878029625122075\n ],\n [\n -92.72323608398438,\n 46.88131503811574\n ],\n [\n -92.70744323730469,\n 46.878029625122075\n ],\n [\n -92.69096374511719,\n 46.87709089874481\n ],\n [\n -92.67791748046875,\n 46.875213396722685\n ],\n [\n -92.66624450683594,\n 46.874274621077795\n ],\n [\n -92.65663146972656,\n 46.87380522709687\n ],\n [\n -92.64495849609375,\n 46.875213396722685\n ],\n [\n -92.62229919433594,\n 46.87333582901027\n ],\n [\n -92.61680603027342,\n 46.870988776992256\n ],\n [\n -92.61062622070312,\n 46.870988776992256\n ],\n [\n -92.59689331054688,\n 46.87051935427163\n ],\n [\n -92.58041381835938,\n 46.86723328026759\n ],\n [\n -92.57286071777344,\n 46.862069043222895\n ],\n [\n -92.57492065429688,\n 46.855026101172285\n ],\n [\n -92.5762939453125,\n 46.84798223530896\n ],\n [\n -92.57286071777344,\n 46.83999807052501\n ],\n [\n -92.56050109863281,\n 46.83577067935951\n ],\n [\n -92.55157470703125,\n 46.82637528602131\n ],\n [\n -92.5433349609375,\n 46.81932766316868\n ],\n [\n -92.5323486328125,\n 46.81650835534017\n ],\n [\n -92.52548217773438,\n 46.81415881922961\n ],\n [\n -92.50968933105469,\n 46.81509864599243\n ],\n [\n -92.49870300292969,\n 46.81932766316868\n ],\n [\n -92.48771667480469,\n 46.81462873466413\n ],\n [\n -92.48497009277344,\n 46.80428964656369\n ],\n [\n -92.4835968017578,\n 46.79723912881805\n ],\n [\n -92.47123718261719,\n 46.795828914397596\n ],\n [\n -92.46162414550781,\n 46.79394857101435\n ],\n [\n -92.45819091796875,\n 46.78924742510817\n ],\n [\n -92.46025085449217,\n 46.78407569031799\n ],\n [\n -92.47055053710938,\n 46.779373682055635\n ],\n [\n -92.4835968017578,\n 46.773730730079414\n ],\n [\n -92.49252319335938,\n 46.76761686478674\n ],\n [\n -92.49114990234374,\n 46.75726874246586\n ],\n [\n -92.48634338378906,\n 46.744095530257525\n ],\n [\n -92.4774169921875,\n 46.73327226871774\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69963f","contributors":{"authors":[{"text":"Ruhl, J. F.","contributorId":81866,"corporation":false,"usgs":true,"family":"Ruhl","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":201549,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30224,"text":"wri884197 - 1989 - Lithologic, geophysical, and well-construction data for observation wells in the Melton Valley area, Oak Ridge Reservation, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri884197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4197","title":"Lithologic, geophysical, and well-construction data for observation wells in the Melton Valley area, Oak Ridge Reservation, Tennessee","docAbstract":"Nineteen wells were installed at nine sites in the Melton Valley area. The wells are intended to provide information on water levels in both regolith and bedrock, aquifer characteristics, and subsurface lithology. Well depths range from 24 to 86 ft for shallow wells, and from 126 to 301 ft for deep wells. Four inch diameter cores were obtained from four of the deep wells. Caliper, gamma, neutron, and gamma-gamma density borehole geophysical logs were obtained for each deep well. Lithologic description of cores and analysis of geophysical logs indicate that one deep well (UA2) is completed entirely within the Nolichucky Shale; one deep well (UD2) is completely entirely within the Pumpkin Valley Shale; two deep wells (UB2, UE2) are completed entirely within the Maryville Limestone; four deep wells (UF2, UG2, UH2, UI2) penetrate both the Nolichucky Shale and the Maryville Limestone. Well UC2, located near the crest of Haw Ridge, penetrates an imbricate splay of the Copper Creek thrust fault, which places the older Rome Formation above the younger Chickamauga Limestone, at a depth of about 100 to 117 ft. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884197","usgsCitation":"Tucci, P., and Hanchar, D., 1989, Lithologic, geophysical, and well-construction data for observation wells in the Melton Valley area, Oak Ridge Reservation, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 88-4197, iv, 22 p. :ill., one map ;28 cm., https://doi.org/10.3133/wri884197.","productDescription":"iv, 22 p. :ill., one map ;28 cm.","costCenters":[],"links":[{"id":124027,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4197/report-thumb.jpg"},{"id":59007,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635af9","contributors":{"authors":[{"text":"Tucci, Patrick ptucci@usgs.gov","contributorId":926,"corporation":false,"usgs":true,"family":"Tucci","given":"Patrick","email":"ptucci@usgs.gov","affiliations":[],"preferred":true,"id":202888,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanchar, D. W.","contributorId":87986,"corporation":false,"usgs":true,"family":"Hanchar","given":"D. W.","affiliations":[],"preferred":false,"id":202889,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29446,"text":"wri884205 - 1989 - Traveltime and reaeration of selected streams in the North Platte and Yampa River basins, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri884205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4205","title":"Traveltime and reaeration of selected streams in the North Platte and Yampa River basins, Colorado","docAbstract":"Traveltime characteristics were measured using rhodamine WT dye as a tracer in the Canadian and Michigan Rivers in the North Platte river basin and in the Yampa, Elk, and Williams Fork Rivers, and Trout and Fish Creeks in the Yampa River basin of Colorado. Reaeration coefficients were determined by use of the modified-tracer techniques using ethylene and propane gas for selected stream reaches during low-flow conditions. Stream reach velocities determined during traveltime and reaeration measurements ranged from 0.09 mi/hour at 5.1 cu ft/sec on the Canadian River to 4.04 mi/hour at 746 cu ft/sec on the Williams Fork. A modified longitudinal dispersion model or results from cumulative traveltime curves were used to estimate traveltimes in the measured streams for streamflow conditions other than those measured. Traveltime-discharge curves were developed by using the estimated and measured traveltimes. Reaeration coefficients were determined for 20 different subreaches in the study area. Rearation coefficients were determined for 20 different subreaches in the study area. Reaeration coefficients ranged from 1.6/day in a pooled subreach of the Yampa River Craig, Colorado, to 98/day in a turbulent subreach of Trout Creek near Oak Creek, Colorado. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey :\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884205","usgsCitation":"Ruddy, B.C., and Britton, L.J., 1989, Traveltime and reaeration of selected streams in the North Platte and Yampa River basins, Colorado: U.S. Geological Survey Water-Resources Investigations Report 88-4205, vi, 56 p. :ill. ;28 cm., https://doi.org/10.3133/wri884205.","productDescription":"vi, 56 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4205/report-thumb.jpg"},{"id":58292,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4205/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db626a44","contributors":{"authors":[{"text":"Ruddy, B. C.","contributorId":65098,"corporation":false,"usgs":true,"family":"Ruddy","given":"B.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201541,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Britton, L. J.","contributorId":39788,"corporation":false,"usgs":true,"family":"Britton","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201540,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28800,"text":"wri894108 - 1989 - Geohydrology and ground-water quality at selected sites in Meade County, Kentucky, 1987-88","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri894108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4108","title":"Geohydrology and ground-water quality at selected sites in Meade County, Kentucky, 1987-88","docAbstract":"Meade County in north-central Kentucky is about 305 sq mi in size, and is underlain by thick beds of limestone and dolomite which are the principal sources of drinking water for about 8 ,500 residents. About half the area contains mature, karst terrain with abundant sinkholes, springs, and caves. Because of this karst terrain, groundwater is susceptible to rapid changes in water quality and contamination from human sources. Thirty-seven wells and 12 springs were selected as sampling points to characterize groundwater quality in the area. Water was analyzed for major anions and cations, nitrates, trace elements, and organic compounds. Water from selected sites was also analyzed for fecal species of coliform streptococci bacteria and total coliform content. Except for fluoride and lead, the water quality was within the range expected for carbonate aquifers.The fluoride content was significantly higher in water from wells than in water from springs. Concentrations of detectable lead ranged from 10 to 50 micrograms/L and had a median value of 7.5 microg/L. Dissolved solids ranged from 100 to 2,200 mg/L and the median value was 512 mg/L. Hardness ranged from 20 to 1,100 mg/L and the median value was 290 mg/L. Organic compounds detected by the gas chromatographic/flame ionization detection scans, did not indicate evidence of concentrations in excess of the current Federal drinking water standards. Analysis for specific organic compounds indicated that the presence of these compounds was associated with agricultural chemicals, usually pesticides. Total coliform content exceeded drinking water standards in water from all 12 springs and in 18 wells. Statistical analysis of the groundwater quality data indicates that the variance of the concentrations of fluoride and chloride may be attributed to the site type. There was strong correlation between hardness and dissolved solids, hardness and sulfate, and sulfate and dissolved solids. No apparent relations were detected between water quality and the geographic location of sampling sites. However, seasonal variations were detected in the concentrations of dissolved solids, hardness, and iron. (Lantz-PTT)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894108","usgsCitation":"Mull, D.S., Alexander, A., and Schultz, P., 1989, Geohydrology and ground-water quality at selected sites in Meade County, Kentucky, 1987-88: U.S. Geological Survey Water-Resources Investigations Report 89-4108, vi, 67 p. :ill. ;28 cm., https://doi.org/10.3133/wri894108.","productDescription":"vi, 67 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124216,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4108/report-thumb.jpg"},{"id":57668,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4108/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688591","contributors":{"authors":[{"text":"Mull, D. S.","contributorId":43331,"corporation":false,"usgs":true,"family":"Mull","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200415,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, A.G.","contributorId":93938,"corporation":false,"usgs":true,"family":"Alexander","given":"A.G.","email":"","affiliations":[],"preferred":false,"id":200416,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schultz, P.E.","contributorId":28634,"corporation":false,"usgs":true,"family":"Schultz","given":"P.E.","email":"","affiliations":[],"preferred":false,"id":200414,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30614,"text":"wri894004 - 1989 - Water quality and supply on Cortina Rancheria, Colusa County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri894004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4004","title":"Water quality and supply on Cortina Rancheria, Colusa County, California","docAbstract":"Cortina Rancheria covers an area of 1 sq mi in Colusa County, California, near the western edge of the Sacramento Valley. Local sources of water for residents of the rancheria are of poor quality or limited availability. Domestic needs are presently met by water from a hand-dug well and from a drilled well with a potential yield of 15 gal/min. Water from both wells fails to meet California State drinking-water standards, primarily because of high concentrations of chloride and dissolved solids. High concentrations of sodium and boron pose additional problems for agricultural use of the water. The dissolved ions originate in Upper Cretaceous marine sediments of the Cortina Formation, which occurs at or near land surface throughout the rancheria. Small quantities of fresh groundwater may occur locally in the Tehama Formation which overlies the Cortina Formation in the eastern part of the rancheria. Canyon Creek, the largest stream on the rancheria, flows only during winter and spring. Water from one of the rancheria 's three springs meet drinking water standards, but it almost stops flowing in summer. The generally poor quality of ground and surface water on the rancheria is typical of areas along the west side of the Sacramento Valley. Additional hydrologic information could indicate more precisely the quantity and quality of surface and groundwater on Cortina Rancheria. Principal features of a possible data-collection program would include monitoring of discharge and water quality in three springs and in Canyon Creek, electromagntic terrain conductivity surveys, and monitoring of water levels and quality in two existing wells and several proposed test wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies may be purchased from U.S. Geological Survey Books and Open-File Reports Section,","doi":"10.3133/wri894004","usgsCitation":"Yates, E., 1989, Water quality and supply on Cortina Rancheria, Colusa County, California: U.S. Geological Survey Water-Resources Investigations Report 89-4004, iv, 28 p. :ill. ;28 cm., https://doi.org/10.3133/wri894004.","productDescription":"iv, 28 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":160160,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4004/report-thumb.jpg"},{"id":59381,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f323d","contributors":{"authors":[{"text":"Yates, E.B.","contributorId":77973,"corporation":false,"usgs":true,"family":"Yates","given":"E.B.","email":"","affiliations":[],"preferred":false,"id":203543,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30618,"text":"wri884116 - 1989 - Effects of river discharge and high-tide stage on salinity intrusion in the Weeki Wachee, Crystal, and Withlacoochee River estuaries, southwest Florida","interactions":[],"lastModifiedDate":"2023-01-11T19:20:43.62085","indexId":"wri884116","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4116","title":"Effects of river discharge and high-tide stage on salinity intrusion in the Weeki Wachee, Crystal, and Withlacoochee River estuaries, southwest Florida","docAbstract":"The Weeki Wachee, Crystal, and Withlacoochee Rivers are coastal streams flowing into the Gulf of Mexico that may be affected by either future surface water or groundwater withdrawals. Reduction of river discharge will affect the upstream extent of saltwater intrusion in the rivers; however, under certain reduced low-flow discharges, the estimated change in upstream extent of saltwater intrusion is on the order of several tenths of a mile and frequently is within the range of predicted error. Data on flow, tides, and salinity describe the physical characteristics of the Weeki Wachee, Crystal, and Withlacoochee River systems. Vertical and longitudinal salinity profiles indicate that salinity of the rivers increases downstream and varies substantially at any given location. The Weeki Wachee River system is the best mixed of the three. The Crystal River system exhibited the next best mixed system, and the Withlacoochee River system exhibited the most variation in its salinity regime. The daily maximum upstream extent of salinity intrusion is described by multiple linear-regression analysis based on daily mean streamflow of each river and high-tide stage of the gulf. The equations are used to show the effects of discharge on the daily maximum upstream extent of salinity intrusion in the rivers.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884116","usgsCitation":"Yobbi, D.K., and Knochenmus, L.A., 1989, Effects of river discharge and high-tide stage on salinity intrusion in the Weeki Wachee, Crystal, and Withlacoochee River estuaries, southwest Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4116, v, 63 p., https://doi.org/10.3133/wri884116.","productDescription":"v, 63 p.","costCenters":[],"links":[{"id":411726,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47032.htm","linkFileType":{"id":5,"text":"html"}},{"id":59383,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4116/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123856,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4116/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Weekee, Crystal, and Withlacoochee River estuaries","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.75,\n 29.1167\n ],\n [\n -82.75,\n 28.4364\n ],\n [\n -82.4217,\n 28.4364\n ],\n [\n -82.4217,\n 29.1167\n ],\n [\n -82.75,\n 29.1167\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae8ea","contributors":{"authors":[{"text":"Yobbi, D. 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A.","contributorId":60683,"corporation":false,"usgs":true,"family":"Knochenmus","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203550,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30529,"text":"wri894042 - 1989 - Stability of nitrate-ion concentrations in simulated deposition samples used for quality-assurance activities by the U.S. Geological Survey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri894042","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4042","title":"Stability of nitrate-ion concentrations in simulated deposition samples used for quality-assurance activities by the U.S. Geological Survey","docAbstract":"Three experiments were conducted to determine the stability of nitrate-ion concentrations in simulated deposition samples. In the four experiment-A solutions, nitric acid provided nitrate-ion concentrations ranging from 0.6 to 10.0 mg/L and that had pH values ranging from 3.8 to 5.0. In the five experiment-B solutions, sodium nitrate provided nitrate-ion concentrations ranging from 0.5 to 3.0 mg/L. The pH was adjusted to about 4.5 for each of the solutions by addition of sulfuric acid. In the four experiment-C solutions, nitric acid provided nitrate-ion concentrations ranging from 0.5 to 3.0 mg/L. Major cation and anion concentrations were added to each solution to simulate natural deposition. Aliquots were removed from the 13 original solutions and analyzed by ion chromatography about once a week for 100 days to determine if any changes occurred in nitrate-ion concentrations throughout the study period. No substantial changes were observed in the nitrate-ion concentrations in solutions that had initial concentrations below 4.0 mg/L in experiments A and B, although most of the measured nitrate-ion concentrations for the 100-day study were below the initial concentrations. In experiment C, changes in nitrate-ion concentrations were much more pronounced; the measured nitrate-ion concentrations for the study period were less than the initial concentrations for 62 of the 67 analyses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies can be purchased from U.S. Geological Survey Books and Open-File Reports Section,","doi":"10.3133/wri894042","usgsCitation":"Willoughby, T.C., See, R., and Schroder, L., 1989, Stability of nitrate-ion concentrations in simulated deposition samples used for quality-assurance activities by the U.S. Geological Survey: U.S. Geological Survey Water-Resources Investigations Report 89-4042, v, 15 p. :ill. ;28 cm., https://doi.org/10.3133/wri894042.","productDescription":"v, 15 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159562,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4042/report-thumb.jpg"},{"id":59307,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4042/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e4996","contributors":{"authors":[{"text":"Willoughby, T. C.","contributorId":31791,"corporation":false,"usgs":true,"family":"Willoughby","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203407,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"See, R.B.","contributorId":67910,"corporation":false,"usgs":true,"family":"See","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":203408,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schroder, L.J.","contributorId":31767,"corporation":false,"usgs":true,"family":"Schroder","given":"L.J.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":203406,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29148,"text":"wri894028 - 1989 - Computer programs to calculate basal area increment from tree rings","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri894028","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4028","title":"Computer programs to calculate basal area increment from tree rings","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies may be purchased from Open-File Services Section,","doi":"10.3133/wri894028","usgsCitation":"Phipps, R., and Field, M., 1989, Computer programs to calculate basal area increment from tree rings: U.S. Geological Survey Water-Resources Investigations Report 89-4028, iv, 124 p. :ill. ;28 cm., https://doi.org/10.3133/wri894028.","productDescription":"iv, 124 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119019,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4028/report-thumb.jpg"},{"id":58022,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4028/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a767d","contributors":{"authors":[{"text":"Phipps, R.L.","contributorId":23985,"corporation":false,"usgs":true,"family":"Phipps","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":201023,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Field, M.L.","contributorId":10813,"corporation":false,"usgs":true,"family":"Field","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":201022,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29572,"text":"wri884141 - 1989 - Assessment of processes affecting low-flow water quality of Cedar Creek, west-central Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri884141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4141","title":"Assessment of processes affecting low-flow water quality of Cedar Creek, west-central Illinois","docAbstract":"Water quality and the processes that affect dissolved oxygen, nutrient (nitrogen and phosphorus species), and algal concentrations were evaluated for a 23.8-mile reach of Cedar Creek near Galesburg, west-central Illinois, during periods of warm-weather, low-flow conditions. Water quality samples were collected and stream conditions were measured over a diel (24 hour) period on three occasions during July and August 1985. Analysis of data from the diel-sampling periods indicates that concentrations of iron, copper, manganese, phenols, and total dissolved-solids exceeded Illinois ' general-use water quality standards in some locations. Dissolved-oxygen concentrations were less than the State minimum standard throughout much of the study reach. These data were used to calibrate and verify a one-dimensional, steady-state, water quality model. The computer model was used to assess the relative effects on low-flow water quality of processes such as algal photosynthesis and respiration, ammonia oxidation, biochemical oxygen demand, sediment oxygen demand, and stream reaeration. Results from model simulations and sensitivity analysis indicate that sediment oxygen demand is the principal cause of low dissolved-oxygen concentrations in the creek. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884141","usgsCitation":"Schmidt, A.R., Freeman, W., and McFarlane, R., 1989, Assessment of processes affecting low-flow water quality of Cedar Creek, west-central Illinois: U.S. Geological Survey Water-Resources Investigations Report 88-4141, ix, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884141.","productDescription":"ix, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2390,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=88-4141","linkFileType":{"id":5,"text":"html"}},{"id":126716,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4141/report-thumb.jpg"},{"id":58400,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671ed3","contributors":{"authors":[{"text":"Schmidt, Arthur R.","contributorId":105709,"corporation":false,"usgs":true,"family":"Schmidt","given":"Arthur","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201740,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Freeman, W.O.","contributorId":30238,"corporation":false,"usgs":true,"family":"Freeman","given":"W.O.","email":"","affiliations":[],"preferred":false,"id":201739,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McFarlane, R.D.","contributorId":105728,"corporation":false,"usgs":true,"family":"McFarlane","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":201741,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29938,"text":"wri874242 - 1989 - Water-quality characteristics of the Columbia Plateau regional aquifer system in parts of Washington, Oregon, and Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri874242","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"87-4242","title":"Water-quality characteristics of the Columbia Plateau regional aquifer system in parts of Washington, Oregon, and Idaho","docAbstract":"Water quality data for the period 1982 through 1983 from about 350 wells in three Miocene basalt units in the Columbia Plateau regional aquifer system, Washington, show that the quality of groundwater generally is suitable for most uses. The dominant water type is calcium magnesium bicarbonate at shallow depths, and evolves toward sodium bicarbonate at depth. Calcium magnesium sulfate chloride type waters occur less commonly and are associated with shallow wells, the absence of a thick overburden, and agricultural land use. Dissolved-solids concentrations generally are less than 500 mg/L. Water in the Saddle Mountains unit has a mean dissolved-solids concentration of 488 mg/L. Nitrogen species and sulfate concentrations relate to overburden thickness and land use. Water in the Wanapum unit, below the Saddle Mountains unit, has a mean dissolved- solids concentration of 270 mg/L. High nitrogen concentrations (10 mg/L or greater) occur mostly in wells with depths less than 300 ft in areas with little or no overburden in the central part of the plateau. The Grande Ronde unit, below the Wanapum, has the lowest mean dissolved- solids concentrations, 230 mg/L, and nitrogen concentrations ar less than 2 mg/L. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri874242","usgsCitation":"Steinkampf, W., 1989, Water-quality characteristics of the Columbia Plateau regional aquifer system in parts of Washington, Oregon, and Idaho: U.S. Geological Survey Water-Resources Investigations Report 87-4242, v, 37 p. :ill. ;28 cm., https://doi.org/10.3133/wri874242.","productDescription":"v, 37 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122687,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4242/report-thumb.jpg"},{"id":58753,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4242/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f41d0","contributors":{"authors":[{"text":"Steinkampf, W.C.","contributorId":8137,"corporation":false,"usgs":true,"family":"Steinkampf","given":"W.C.","affiliations":[],"preferred":false,"id":202390,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30620,"text":"wri884044 - 1989 - Salinity and flow relations and effects of reduced flow in the Chassahowitzka River and Homosassa River estuaries, southwest Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:00","indexId":"wri884044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4044","title":"Salinity and flow relations and effects of reduced flow in the Chassahowitzka River and Homosassa River estuaries, southwest Florida","docAbstract":"The Chassahowitzka and Homosassa Rivers Florida, are spring-fed streams flowing into the Gulf of Mexico that may be affected by future development of groundwaters. Reduction of streamflow may cause an upstream movement of saltwater in the rivers. Data on flow, tide, and salinity define the physical characteristics of both estuaries. Vertical and longitudinal salinity profiles indicate that the estuaries are reasonably well mixed for the streamflow and high-tide conditions observed during the study. Estimates of the daily maximum upstream locations of the vertically averaged 3-ppt and 5-ppt salinities in the Chassahowitzka River and the vertically averaged 2-ppt and 5-ppt salinities in the Homosassa River are described by multiple linear regression analysis using daily mean streamflow of each river and high-tide stage of the gulf. For the vertically averaged 3-ppt and 2-ppt salinities, the square of the correlation coefficient for the predictive equations ranged from 0.77 to 0.85. For the vertically averaged 5-ppt salinities, the square of the correlation coefficient for the predictive equations ranged from 0.73 to 0.88. Upstream movement of salt-water due to pumping 40 million gal/day from a well field near the headwater springs of the Chassahowitzka and Homosassa Rivers was determined. Pumping at this rate from the Chassahowitzka River would cause a 15% reduction of average spring flow, resulting in an upstream movement of both the vertically averaged 3-ppt and 5-ppt of about 0.3 mile. In the Homosassa River, pumping would cause a 13% reduction of average spring flow, resulting in an upstream movement of both the vertically averaged 2-ppt and 5-ppt salinities of about 0.1 mile. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri884044","usgsCitation":"Yobbi, D.K., and Knochenmus, L.A., 1989, Salinity and flow relations and effects of reduced flow in the Chassahowitzka River and Homosassa River estuaries, southwest Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4044, iv, 38 p. :ill. ;28 cm., https://doi.org/10.3133/wri884044.","productDescription":"iv, 38 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159878,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4044/report-thumb.jpg"},{"id":59385,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4c7","contributors":{"authors":[{"text":"Yobbi, D. K.","contributorId":56622,"corporation":false,"usgs":true,"family":"Yobbi","given":"D.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":203552,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knochenmus, L. A.","contributorId":60683,"corporation":false,"usgs":true,"family":"Knochenmus","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203553,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30296,"text":"wri884111 - 1989 - Quality of water from public-supply wells in principal aquifers of Illinois, 1984-87","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri884111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4111","title":"Quality of water from public-supply wells in principal aquifers of Illinois, 1984-87","docAbstract":"The quality of water from public-supply wells that tap the principal aquifers in Illinois are summarized. Water quality data collected during the study included inorganic and volatile organic constituents in 2,756 samples and soluble organic constituents in 330 samples from 2,080 public supply wells. Water quality differs among the aquifers as well as within each aquifer. Groundwater quality generally is suitable for most domestic uses; however, concentrations of iron, dissolved solids , and manganese commonly exceed the States 's general-use and public--and food-processing water supply standards. Water from some wells also contains concentrations of barium, chloride, fluoride, and sulfates that exceed those State standards. Most of these conditions are considered to be the result of natural processes. Volatile organic compounds occurred in more than 300 of the 2,756 samples collected. The sand and gravel aquifers generally are the most susceptible to human-induced contamination; 172 of the 1,047 samples from these aquifers indicate the presence of at least one volatile organic compound. Soluble organic compounds analyzed for included more than 30 pesticides, herbicides, and polychlorinated biphenyls (PCB's). Of the 330 wells sampled, water from only 8 wells had quantifiable concentrations of soluble organic compounds. Water from five wells contained metolachlor, atrazine, alachlor, cyanazine, and metribuzin. Water from three wells contained detectable levels of PCB's. The presence of these soluble organics appears to be limited to wells located near sources of potential contamination. Soluble organic compounds were detected only in wells located near sources of potential contamination. Soluble organic compounds were detected only in wells open to the sand and gravel aquifers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884111","usgsCitation":"Voelker, D.C., 1989, Quality of water from public-supply wells in principal aquifers of Illinois, 1984-87: U.S. Geological Survey Water-Resources Investigations Report 88-4111, v, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884111.","productDescription":"v, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2451,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=88-4111","linkFileType":{"id":5,"text":"html"}},{"id":159751,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4111/report-thumb.jpg"},{"id":59085,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4111/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6862a5","contributors":{"authors":[{"text":"Voelker, David C. dvoelker@usgs.gov","contributorId":278,"corporation":false,"usgs":true,"family":"Voelker","given":"David","email":"dvoelker@usgs.gov","middleInitial":"C.","affiliations":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"preferred":true,"id":203008,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29041,"text":"wri894165 - 1989 - Estimates of mean monthly streamflow for selected sites in the Musselshell River basin, Montana, base period water years 1937-86","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri894165","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4165","title":"Estimates of mean monthly streamflow for selected sites in the Musselshell River basin, Montana, base period water years 1937-86","docAbstract":"Estimates of mean monthly and mean annual streamflow were made for 56 selected sites in the Musselshell River basin and 1 site outside the basin. The study area was divided into a Mountain Region and a Plains Region and the estimation methods were applied separately in the two regions. Four methods were developed to estimate mean monthly streamflow at ungaged sites. The first method was based on the regression relation between mean monthly streamflow and various basin and climatic characteristics. The standard errors ranged from 35 to 71% in the Mountain Region and from 98 to 157% in the Plains Region. The second method was based on the regression relations between mean monthly streamflow and active-channel width. The standard errors ranged from 38 to 81% in the Mountain Region and from 71 to 98% in the Plains Region. The third method was based on correlation of measured streamflow at ungaged sites with concurrent daily mean streamflow at nearby gaged sites. The standard errors ranged from 36 to 66% in the Mountain Region and from 109 to 321% in the Plains Region. The fourth method, generally the most reliable, estimated mean monthly streamflows by weighing individual estimates in accordance with their variance and degree of independence. The standard error for this method when all three individual estimates were weighed ranged from 25 to 55% in the Mountain Region and from 71 to 97% in the Plains Region. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri894165","usgsCitation":"Parrett, C., and Johnson, D., 1989, Estimates of mean monthly streamflow for selected sites in the Musselshell River basin, Montana, base period water years 1937-86: U.S. Geological Survey Water-Resources Investigations Report 89-4165, iv, 31 p. :ill. ;28 cm., https://doi.org/10.3133/wri894165.","productDescription":"iv, 31 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124083,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4165/report-thumb.jpg"},{"id":57907,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4165/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcaa5","contributors":{"authors":[{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200840,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, D.R.","contributorId":92711,"corporation":false,"usgs":true,"family":"Johnson","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":200841,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29419,"text":"wri854225C - 1989 - Floods of October 1983 in southeastern Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri854225C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"85-4225","chapter":"C","title":"Floods of October 1983 in southeastern Arizona","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distibutor],","doi":"10.3133/wri854225C","usgsCitation":"Roeske, R., Garrett, J.M., and Eychaner, J.H., 1989, Floods of October 1983 in southeastern Arizona: U.S. Geological Survey Water-Resources Investigations Report 85-4225, v, 77 p. :chiefly ill. (some col.) ;22 x 29 cm., https://doi.org/10.3133/wri854225C.","productDescription":"v, 77 p. :chiefly ill. (some col.) ;22 x 29 cm.","costCenters":[],"links":[{"id":119414,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4225c/report-thumb.jpg"},{"id":58266,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4225c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df8c7","contributors":{"authors":[{"text":"Roeske, R.H.","contributorId":72366,"corporation":false,"usgs":true,"family":"Roeske","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":201499,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Garrett, Joanne M.","contributorId":51796,"corporation":false,"usgs":true,"family":"Garrett","given":"Joanne","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201498,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Eychaner, James H.","contributorId":102050,"corporation":false,"usgs":true,"family":"Eychaner","given":"James","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201500,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30301,"text":"wri894161 - 1989 - Sediment-transport characteristics and effects of sediment transport on benthic invertebrates in the Fountain Creek drainage basin upstream from Widefield, southeastern Colorado, 1985-88","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri894161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4161","title":"Sediment-transport characteristics and effects of sediment transport on benthic invertebrates in the Fountain Creek drainage basin upstream from Widefield, southeastern Colorado, 1985-88","docAbstract":"Sediment and benthic-invertebrate data were collected during water years 1985 through 1988 in the Fountain Creek drainage basin upstream from Widefield, Colorado. Sediment data collected include suspended-sediment concentrations and particle size analysis of suspended sediment, bedload, and bed material. Sediment-transport equations were derived for total suspended-sediment discharge and suspended-sand discharge at seven periodic sampling sites. Annual suspended-sediment loads for water years 1985 through 1988 and mean suspended-sediment yields were computed for the seven periodic sampling sites. Mean annual suspended-sediment yield for 1985 through 1988 increased about 73% downstream in the Fountain Creek drainage basin primarily as a result of sediment discharging from Monument Creek. Bedload discharge was computed at six of the periodic sampling sites and ranged from 2.6 to 3,570 tons/day. Bedload discharge, as a percentage of total sediment discharge, ranged from 6 to 92%, and the smaller values occurred during rainfall runoff. Number of taxa, species density, and similarity indices were determined for benthic invertebrates at five of the periodic sampling sites. Multiple comparison tests were used to test for similarity of benthic invertebrates between the five sites. Multiple-regression analysis was done to determine the effects of sediment transport on benthic-invertebrate densities. Median grain size of bed material collected in conjunction with benthic- invertebrate samples and flooding during the 30 days prior to sampling consistently accounted for the most variation in mean densities of total organisms and major taxa groups sampled. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894161","usgsCitation":"Von Guerard, P., 1989, Sediment-transport characteristics and effects of sediment transport on benthic invertebrates in the Fountain Creek drainage basin upstream from Widefield, southeastern Colorado, 1985-88: U.S. Geological Survey Water-Resources Investigations Report 89-4161, xi, 225 p. :ill. ;28 cm., https://doi.org/10.3133/wri894161.","productDescription":"xi, 225 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":159769,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4161/report-thumb.jpg"},{"id":59093,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4161/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3e64","contributors":{"authors":[{"text":"Von Guerard, Paul","contributorId":40620,"corporation":false,"usgs":true,"family":"Von Guerard","given":"Paul","affiliations":[],"preferred":false,"id":203018,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":55188,"text":"wdrHI881 - 1989 - Water resources data for Hawaii and other Pacific areas, water year 1988: Volume 1. Hawaii","interactions":[],"lastModifiedDate":"2026-03-06T16:35:08.138111","indexId":"wdrHI881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"HI-88-1","title":"Water resources data for Hawaii and other Pacific areas, water year 1988: Volume 1. Hawaii","docAbstract":"Water resources data for the 1988 water year for Hawaii and other Pacific Areas consist of records of stage, discharge, and water quality of streams and springs; and water levels and water quality in wells. This report, volume 1, contains discharge records for 82 gaging stations; water quality for 14 gaging stations, 54 partial-record flow stations, and 148 wells; and water levels for 37 observations wells. Also included are 107 crest-stage partial record stations, 25 miscellaneous partial-record sites, and 8 low-flow partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State, Federal, and other agencies in Hawaii.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrHI881","collaboration":"Prepared in cooperation with the State of Hawaii Department of Land and Natural Resources, Division of Water and Land Development and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1989, Water resources data for Hawaii and other Pacific areas, water year 1988, volume 1, Hawaii: U.S. Geological Survey Water Data Report HI-88-1, 265 p., https://doi.org/10.3133/wdrHI881.","productDescription":"x, 265 p.","costCenters":[],"links":[{"id":180994,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/hi-88-1/report-thumb.jpg"},{"id":500864,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/hi-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Included are methods for determining the concentration of dissolved constituents in water, the total recoverable and total of constituents in water-suspended sediment samples, and the recoverable and total concentrations of constituents in samples of bottom material. The introduction to the manual includes essential definitions and a brief discussion of the use of significant figures in calculating and reporting analytical results. Quality control in the water-analysis laboratory is discussed, including the accuracy and precision of analyses, the use of standard-reference water samples, and the operation of an effective quality-assurance program. Methods for sample preparation and pretreatment are given also.\r\nA brief discussion of the principles of the analytical techniques involved and their particular application to water and sediment analysis is presented. The analytical methods of these techniques are arranged alphabetically by constituent. For each method, the general topics covered are the application, the principle of the method, the interferences, the apparatus and reagents required, a detailed description of the analytical procedure, reporting results, units and significant figures, and analytical precision data, when available. More than 126 methods are given for the determination of 70 inorganic constituents and physical properties of water, suspended sediment, and bottom material.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/twri05A1","usgsCitation":"Fishman, M.J., and Friedman, L., 1989, Methods for determination of inorganic substances in water and fluvial sediments (3rd Edition): U.S. Geological Survey Techniques of Water-Resources Investigations 05-A1, xii, 545 p., https://doi.org/10.3133/twri05A1.","productDescription":"xii, 545 p.","costCenters":[{"id":452,"text":"National Water Quality Laboratory","active":true,"usgs":true},{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":11155,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri5-a1/","linkFileType":{"id":5,"text":"html"}},{"id":139692,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/twri/05a01/report-thumb.jpg"},{"id":31712,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/twri/05a01/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"3rd Edition","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a1af","contributors":{"editors":[{"text":"Fishman, Marvin J.","contributorId":87110,"corporation":false,"usgs":true,"family":"Fishman","given":"Marvin J.","affiliations":[],"preferred":false,"id":745436,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Fishman, Marvin J.","contributorId":95751,"corporation":false,"usgs":true,"family":"Fishman","given":"Marvin","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":149577,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Friedman, Linda C.","contributorId":98702,"corporation":false,"usgs":true,"family":"Friedman","given":"Linda C.","affiliations":[],"preferred":false,"id":149578,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43744,"text":"ofr89255 - 1989 - Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Crowley and Otero Counties, Colorado","interactions":[],"lastModifiedDate":"2022-08-22T20:56:23.850691","indexId":"ofr89255","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-255","title":"Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Crowley and Otero Counties, Colorado","docAbstract":"The hydrogeology of the valley-fill aquifer of the Arkansas River valley in Crowley and Otero Counties, Colorado is presented in a series of three maps. The map shows: (1) the altitude and configuration of the bedrock surface beneath the valley-fill material; (2) the altitude and configuration of the water table in the spring of 1966; and (3) the saturation thickness of the valley-fill aquifer in the spring of 1966.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89255","usgsCitation":"Nelson, G.A., Hurr, R., and Moore, J.E., 1989, Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Crowley and Otero Counties, Colorado: U.S. Geological Survey Open-File Report 89-255, 3 Plates: 40.68 × 23.65 inches or smaller, https://doi.org/10.3133/ofr89255.","productDescription":"3 Plates: 40.68 × 23.65 inches or smaller","costCenters":[],"links":[{"id":135203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":405421,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17614.htm","linkFileType":{"id":5,"text":"html"}},{"id":81297,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0255/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81296,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0255/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81295,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0255/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","county":"Crowley County, Otero County","otherGeospatial":"Arkansas River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.058,\n 38\n ],\n [\n -103.4,\n 38\n ],\n [\n -103.4,\n 38.25\n ],\n [\n -104.058,\n 38.25\n ],\n [\n -104.058,\n 38\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adfe1","contributors":{"authors":[{"text":"Nelson, Gregory A.","contributorId":78303,"corporation":false,"usgs":true,"family":"Nelson","given":"Gregory","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":228631,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":228629,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moore, John E.","contributorId":33688,"corporation":false,"usgs":true,"family":"Moore","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":228630,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}