{"pageNumber":"1858","pageRowStart":"46425","pageSize":"25","recordCount":68927,"records":[{"id":28993,"text":"wri894211 - 1989 - Analysis of geophysical well logs and flowmeter measurements in boreholes penetrating subhorizontal fracture zones, Lac de Bonnet Batholith, Manitoba, Canada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri894211","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":"89-4211","title":"Analysis of geophysical well logs and flowmeter measurements in boreholes penetrating subhorizontal fracture zones, Lac de Bonnet Batholith, Manitoba, Canada","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nFor sale by the Books and Open-File Reports Section,","doi":"10.3133/wri894211","usgsCitation":"Paillet, F.L., 1989, Analysis of geophysical well logs and flowmeter measurements in boreholes penetrating subhorizontal fracture zones, Lac de Bonnet Batholith, Manitoba, Canada: U.S. Geological Survey Water-Resources Investigations Report 89-4211, 30 p. :ill. ;28 cm., https://doi.org/10.3133/wri894211.","productDescription":"30 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118907,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4211/report-thumb.jpg"},{"id":57861,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4211/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db680437","contributors":{"authors":[{"text":"Paillet, Frederick L.","contributorId":63820,"corporation":false,"usgs":true,"family":"Paillet","given":"Frederick","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200750,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29565,"text":"wri884200 - 1989 - Effects of highway runoff on the quality of water and bed sediments of two wetlands in central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri884200","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":"88-4200","title":"Effects of highway runoff on the quality of water and bed sediments of two wetlands in central Florida","docAbstract":"Results of a study of the effects of highway runoff on the chemical quality of water and bed sediments of a cypress wetlands and a freshwater marsh in central Florida indicate that detention of the runoff prior to release into the wetland reduces concentrations of automobile-related chemicals in the water and bed sediments in the wetland. Detention of highway runoff for the cypress wetland occurs in a 68-ft by 139-ft detention pond, and in a 12-ft by 25 ft trash retainer for the freshwater marsh. The analysis of the chemical data for water and bed sediments indicates that many of the observed differences in chemistry are due to the difference in detention facilities. Water quality generally improved from the inlet to the outlet of both wetlands. Only inlet and outlet data were collected at the cypress wetland, and these showed a reduction in concentrations through the wetland. Spatial data collected at the freshwater marsh indicated that constituent concentrations in water generally decreased with distance from the inlet. Results of analysis of variance of grouped data for 40 water quality variables at the freshwater marsh inferred that 26 of the 40 variables tested were significantly different among five general locations within the wetland: inlet, outlet, near, intermediate, and far sites (with respect to the inlet). Results from this study indicate that detention structures, larger than the trash retainer at the freshwater marsh, may cause sufficient sorption and settling of substances contained in highway runoff to minimize the transport and deposition of some undesirable chemicals into wetlands. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports, [distributor],","doi":"10.3133/wri884200","usgsCitation":"Schiffer, D., 1989, Effects of highway runoff on the quality of water and bed sediments of two wetlands in central Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4200, v, 63 p. :ill. ;28 cm., https://doi.org/10.3133/wri884200.","productDescription":"v, 63 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":2387,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://fl.water.usgs.gov/Abstracts/wri88_4200_schiffer.html","linkFileType":{"id":5,"text":"html"}},{"id":123583,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4200/report-thumb.jpg"},{"id":58394,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4200/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4823e4b07f02db4e26e7","contributors":{"authors":[{"text":"Schiffer, D. M.","contributorId":102103,"corporation":false,"usgs":true,"family":"Schiffer","given":"D. M.","affiliations":[],"preferred":false,"id":201727,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56269,"text":"wdrWA871 - 1989 - Water resources data, Washington, water year 1987","interactions":[],"lastModifiedDate":"2022-12-12T20:08:16.404691","indexId":"wdrWA871","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":"WA-87-1","title":"Water resources data, Washington, water year 1987","docAbstract":"

The Water Resources Division of the U.S. Geological Survey, in cooperation with State, local, and other Federal agencies, obtains a large amount of data pertaining to the water resources of Washington each water year. These data, accumulated during many water years, constitute a valuable data base for developing an improved understanding of the water resources of the State. To make these data readily available to interested parties outside the Geological Survey, the data are published annually in this report series entitled \"Water Resources Data - Washington.\"

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWA871","collaboration":"Prepared in cooperation with the State of Washington and with other agencies","usgsCitation":"McGavock, E., Wiggins, W., Boucher, P.R., Blaz, R., Reed, L., and Smith, M., 1989, Water resources data, Washington, water year 1987: U.S. Geological Survey Water Data Report WA-87-1, xvi, 509 p., https://doi.org/10.3133/wdrWA871.","productDescription":"xvi, 509 p.","costCenters":[],"links":[{"id":174549,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/wa-87-1/report-thumb.jpg"},{"id":410304,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/wa-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f0a99","contributors":{"authors":[{"text":"McGavock, E.M.","contributorId":86031,"corporation":false,"usgs":true,"family":"McGavock","given":"E.M.","affiliations":[],"preferred":false,"id":255147,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wiggins, W.D.","contributorId":41882,"corporation":false,"usgs":true,"family":"Wiggins","given":"W.D.","email":"","affiliations":[],"preferred":false,"id":255145,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Boucher, P. R.","contributorId":108088,"corporation":false,"usgs":true,"family":"Boucher","given":"P.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":255148,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Blaz, R.L.","contributorId":32977,"corporation":false,"usgs":true,"family":"Blaz","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":255143,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Reed, L.L.","contributorId":60308,"corporation":false,"usgs":true,"family":"Reed","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":255146,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Smith, M.L.","contributorId":35386,"corporation":false,"usgs":true,"family":"Smith","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":255144,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":28884,"text":"wri894011 - 1989 - Aquifer tests in the flood-plain alluvium and Santa Fe group at the Rio Grande near Canutillo, El Paso County, Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri894011","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":"89-4011","title":"Aquifer tests in the flood-plain alluvium and Santa Fe group at the Rio Grande near Canutillo, El Paso County, Texas","docAbstract":"An aquifer system consisting of the Rio Grande flood-plain alluvium and Santa Fe Group underlying the southern Mesilla Valley in Dona Ana County, New Mexico and El Paso County, Texas has become an important source of water for both municipal and agricultural uses. Determination of aquifer properties is essential in order to evaluate groundwater potential for increasing water demand and potential streamflow depletion of the Rio Grande due to groundwater development. The aquifer system at the Canutillo well field hydrologic section was divided into a shallow, intermediate, and deep zone based on geohydrologic characteristics. Aquifer properties of specific zones at the test site were determined from a series of multiple-well aquifer tests conducted from December 3, 1985 through January 20, 1986. The Rio Grande is hydraulically connected to the shallow flood-plain alluvium. Water generally occurs within the shallow zone under unconfined conditions, within the intermediate zone under semiconfined conditions, and within the deep zone under confined conditions. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894011","usgsCitation":"Nickerson, E.L., 1989, Aquifer tests in the flood-plain alluvium and Santa Fe group at the Rio Grande near Canutillo, El Paso County, Texas: U.S. Geological Survey Water-Resources Investigations Report 89-4011, v, 30 p. :ill. ;28 cm., https://doi.org/10.3133/wri894011.","productDescription":"v, 30 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124206,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4011/report-thumb.jpg"},{"id":57757,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f18","contributors":{"authors":[{"text":"Nickerson, Edward L.","contributorId":45335,"corporation":false,"usgs":true,"family":"Nickerson","given":"Edward","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200559,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":41826,"text":"ofr89237 - 1989 - Approximate altitude of water levels in wells in the Chicot and Evangeline aquifers in the Houston area, Texas, spring 1989","interactions":[],"lastModifiedDate":"2016-08-15T09:19:13","indexId":"ofr89237","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":"89-237","title":"Approximate altitude of water levels in wells in the Chicot and Evangeline aquifers in the Houston area, Texas, spring 1989","docAbstract":"

This report shows the altitudes of water levels in the Chicot and Evangeline aquifers in the Houston metropolitan area, Texas. Of the 425 wells measured, 307 were used to construct the maps of potentiometric surface.

\n

The Chicot and Evangeline aquifers are composed of several sand layers, each with a separate potentiometric surface. These maps, however, show a single potentiometric surface which represents the collective water levels for the sand layers comprising each aquifer. Maps showing the altitudes of water levels have been published in many reports on ground-water development in the Houston area, the most recent of which (Gabrysch and others, 1988) presented maps of the altitudes of potentiometric surfaces for 1988.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr89237","collaboration":"Prepared in cooperation with the City of Houston and the Harris-Galveston Coastal Subsidence District","usgsCitation":"Barbie, D.L., Coplin, L., and Bonnet, C., 1989, Approximate altitude of water levels in wells in the Chicot and Evangeline aquifers in the Houston area, Texas, spring 1989: U.S. Geological Survey Open-File Report 89-237, 2 Plates: 22.23 x 16.32 inches and 21.75 x 16.04 inches, https://doi.org/10.3133/ofr89237.","productDescription":"2 Plates: 22.23 x 16.32 inches and 21.75 x 16.04 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":79550,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0237/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79551,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0237/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":326474,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr89237.JPG"}],"country":"United States","state":"Texas","city":"Houston","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a28d","contributors":{"authors":[{"text":"Barbie, Dana L.","contributorId":64632,"corporation":false,"usgs":true,"family":"Barbie","given":"Dana","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":225585,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Coplin, L.S.","contributorId":49366,"corporation":false,"usgs":true,"family":"Coplin","given":"L.S.","affiliations":[],"preferred":false,"id":225584,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bonnet, C.W.","contributorId":44535,"corporation":false,"usgs":true,"family":"Bonnet","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":225583,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29275,"text":"wri884164 - 1989 - Use of stable carbon and nitrogen isotopes to trace the larval striped bass food chain in the Sacramento-San Joaquin Estuary, California, April to September 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri884164","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":"88-4164","title":"Use of stable carbon and nitrogen isotopes to trace the larval striped bass food chain in the Sacramento-San Joaquin Estuary, California, April to September 1985","docAbstract":"To assess one potential cause for the decline of the striped bass fishery in the Sacramento-San Joaquin Estuary, stable carbon and nitrogen isotope ratios were used to examine the trophic structures of the larval striped bass food chain, and to trace the flux of these elements through the food chain components. Study results generally confirm a food chain consisting of the elements, phytoplankton/detritus-->zooplankton/Neomysis shrimp-->larval striped bass. The stable isotope ratios generally become more positive as one progresses from the lower to the higher trophic level food chain components, and no unusual trophic structure was found in the food chain. However, the data indicate an unidentified consumer organism occupying an intermediate position between the lower and higher trophic levels of the larval striped bass food chain. Based on expected trophic interactions, this unidentified consumer would have a stable carbon isotope ratio of about 28/mil and a stable nitrogen isotope ratio of about 8/mi. Three possible feeding stages for larval striped bass also were identified, based on their lengths. The smallest length fish seem to subsist on their yolk sac remnants, and the largest length fish subsist on Neomysis shrimp and zooplankton. The intermediate-length fish represent a transition stage between primary food sources and/or use of a mixture of food sources. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884164","usgsCitation":"Rast, W., and Sutton, J., 1989, Use of stable carbon and nitrogen isotopes to trace the larval striped bass food chain in the Sacramento-San Joaquin Estuary, California, April to September 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4164, v, 62 p. :ill., one map ;28 cm., https://doi.org/10.3133/wri884164.","productDescription":"v, 62 p. :ill., one map ;28 cm.","costCenters":[],"links":[{"id":158318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4164/report-thumb.jpg"},{"id":58123,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4164/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d5e4b07f02db5ddb5e","contributors":{"authors":[{"text":"Rast, Walter","contributorId":79514,"corporation":false,"usgs":true,"family":"Rast","given":"Walter","affiliations":[],"preferred":false,"id":201260,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutton, J.E.","contributorId":54249,"corporation":false,"usgs":true,"family":"Sutton","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":201259,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29247,"text":"wri874019 - 1989 - Sedimentation Survey of Lago Loiza, Puerto Rico, July 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri874019","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":"87-4019","title":"Sedimentation Survey of Lago Loiza, Puerto Rico, July 1985","docAbstract":"A survey of the sedimentation of Lago Loiza (Carraizo), in north-central Puerto Rico was conducted during July 1985. The survey showed that the actual capacity of the reservoir has declined from 21,700 acre-ft in 1953 to about 10,100 acre-ft in 1985. Sedimentation is depleting the reservoir 's capacity at an average rate of about 439 acre-ft/yr, or about 1.8%/yr of the original capacity. The increase in capacity of 2,400 acre-ft produced in 1977 when flashboards were installed, has now been nullified by sedimentation. Under optimal conditions the remaining usable life of the reservoir is estimated to be about 23 years. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874019","usgsCitation":"Quinones, F., Green, B., and Santiago, L., 1989, Sedimentation Survey of Lago Loiza, Puerto Rico, July 1985: U.S. Geological Survey Water-Resources Investigations Report 87-4019, iv, 17 p. :ill. ;28 cm., https://doi.org/10.3133/wri874019.","productDescription":"iv, 17 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4019/report-thumb.jpg"},{"id":58100,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbd04","contributors":{"authors":[{"text":"Quinones, Ferdinand","contributorId":44138,"corporation":false,"usgs":true,"family":"Quinones","given":"Ferdinand","email":"","affiliations":[],"preferred":false,"id":201213,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Green, Bruce","contributorId":79129,"corporation":false,"usgs":true,"family":"Green","given":"Bruce","email":"","affiliations":[],"preferred":false,"id":201214,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Santiago, Luis","contributorId":95920,"corporation":false,"usgs":true,"family":"Santiago","given":"Luis","email":"","affiliations":[],"preferred":false,"id":201215,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"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":29242,"text":"wri884037 - 1989 - Single-well injection and recovery of freshwater from an aquifer containing saline water at Arecibo, Puerto Rico","interactions":[],"lastModifiedDate":"2022-12-28T21:56:16.211785","indexId":"wri884037","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":"88-4037","title":"Single-well injection and recovery of freshwater from an aquifer containing saline water at Arecibo, Puerto Rico","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884037","usgsCitation":"Quinones-Aponte, V., Whitesides, D.V., and Zack, A.L., 1989, Single-well injection and recovery of freshwater from an aquifer containing saline water at Arecibo, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 88-4037, v, 19 p., https://doi.org/10.3133/wri884037.","productDescription":"v, 19 p.","costCenters":[],"links":[{"id":411150,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46960.htm","linkFileType":{"id":5,"text":"html"}},{"id":58096,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4037/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158535,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4037/report-thumb.jpg"}],"country":"United States","state":"Puerto Rico","city":"Arecibo","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -66.6917,\n 18.4833\n ],\n [\n -66.7083,\n 18.4833\n ],\n [\n -66.7083,\n 18.45\n ],\n [\n -66.6917,\n 18.45\n ],\n [\n -66.6917,\n 18.4833\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f178b","contributors":{"authors":[{"text":"Quinones-Aponte, Vicente","contributorId":48552,"corporation":false,"usgs":true,"family":"Quinones-Aponte","given":"Vicente","email":"","affiliations":[],"preferred":false,"id":201205,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Whitesides, D. V.","contributorId":34553,"corporation":false,"usgs":true,"family":"Whitesides","given":"D.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":201204,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zack, A. L.","contributorId":104911,"corporation":false,"usgs":true,"family":"Zack","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201206,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28677,"text":"wri884088 - 1989 - Geohydrology and development of ground water at Fort Polk, Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri884088","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":"88-4088","title":"Geohydrology and development of ground water at Fort Polk, Louisiana","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884088","usgsCitation":"McWreath, H.C., and Smoot, C.W., 1989, Geohydrology and development of ground water at Fort Polk, Louisiana: U.S. Geological Survey Water-Resources Investigations Report 88-4088, v, 53 p., 1 folded p. of plates :ill., maps ;28 cm., https://doi.org/10.3133/wri884088.","productDescription":"v, 53 p., 1 folded p. of plates :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120165,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4088/report-thumb.jpg"},{"id":57517,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4088/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57518,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4088/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d59","contributors":{"authors":[{"text":"McWreath, H. C. III","contributorId":99189,"corporation":false,"usgs":true,"family":"McWreath","given":"H.","suffix":"III","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200218,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smoot, C. W.","contributorId":82711,"corporation":false,"usgs":true,"family":"Smoot","given":"C.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200217,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29328,"text":"wri884150 - 1989 - Streamflow and stream quality in the coal-mining region, Patoka River basin, southwestern Indiana, 1983-85","interactions":[],"lastModifiedDate":"2016-06-22T09:05:46","indexId":"wri884150","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":"88-4150","title":"Streamflow and stream quality in the coal-mining region, Patoka River basin, southwestern Indiana, 1983-85","docAbstract":"

Streamflow and stream-quality data were collected for surface water in the coal-mining region of the Patoka River basin. Data were collected primarily in Pike County.

\n

Data were collected 4 times at 29 surface-water sites during different seasons and conditions of Streamflow. Data were collected August 1983, July 1984, December 1984, and February through March 1985. Six sites were on the Patoka River. Although the percentage of drainage from coal-mined lands increases from the upstream to the downstream sites, the major land use for all sites on the Patoka River is agriculture. Ten sites were on 8 tributaries to the Patoka River (excluding the South Fork Patoka River), 3 sites were on the South Fork Patoka River (the largest tributary to the Patoka River), and 10 sites were on 10 tributaries to the South Fork Patoka River. The major land use for these sites is coal mining.

\n

Data obtained at the sites included instantaneous Streamflow, pH, specific conductance, dissolved-oxygen concentration, water temperature and concentrations of alkalinity and hot acidity. Water samples were collected and analyzed to determine the concentrations of dissolved sulfate; dissolved, suspended, and total recoverable iron and manganese; dissolved solids; suspended sediment; and suspended sediment finer than 0.0625-millimeter diameter.

\n

Streamflow in the Patoka River has been regulated since 1978 by Patoka Lake. Flow-duration analyses indicate that flow regulation by Patoka Lake generally has increased low streamflows and decreased high streamflows in the Patoka River.

\n

When compared to sites on the tributaries, sites on the Patoka River generally had smaller values for specific conductance and concentrations of chemical constituents. Sites on the tributaries to the Patoka River (including the South Fork Patoka and its tributaries) had larger values due to the physical and chemical weathering of coal-mined material in their basins. Generally, for sites on the Patoka River, values of specific conductance and concentrations of dissolved sulfate and dissolved, suspended, and total recoverable manganese increased from the upstream to the downstream sites.

\n

For the tributary sites, pH was near neutral at 11 sites (median pH value of 7.3 for all samplings), pH was low at 8 sites (median pH value of 3.7 for all samplings), and pH was variable at 3 sites depending on Streamflow. At sites where pH was near neutral, when compared with sites where pH was low,  specific conductance and concentrations of alkalinity, dissolved sulfate, suspended iron, suspended manganese, dissolved solids, and suspended sediment generally were larger, and concentrations of acidity, dissolved iron, total recoverable iron, dissolved manganese, and total manganese generally were smaller. At those sites where pH varied with streamflow, concentrations of chemical constituents also varied.

\n

For sites on the Patoka River, loads of dissolved sulfate, total recoverable manganese, and dissolved solids generally increased from the upstream to the downstream sites; loads of total recoverable iron were variable. Generally, there was an inverse relation of streamflow to concentrations of chemical constituents the greater the streamflow, the smaller the concentrations. For sites on the tributaries, there was an inverse relation of streamflow to specific conductance and to concentrations of alkalinity, acidity, dissolved sulfate, and dissolved solids and a direct relation of streamflow to concentrations of dissolved, suspended, and total iron.

\n

Data collected from 1965 through 1968 and during May and October 1979 were compared with data collected during the time of the study (1983-85). Few historical data were available, and those that were available were only for selected sites. Data for pH, alkalinity, acidity, and dissolved sulfate indicate minimal or no change in these constituents.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/wri884150","usgsCitation":"Renn, D., 1989, Streamflow and stream quality in the coal-mining region, Patoka River basin, southwestern Indiana, 1983-85: U.S. Geological Survey Water-Resources Investigations Report 88-4150, v, 68 p. :ill. ;28 cm., https://doi.org/10.3133/wri884150.","productDescription":"v, 68 p. :ill. ;28 cm.","startPage":"1","endPage":"68","numberOfPages":"73","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":159218,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4150/report-thumb.jpg"},{"id":58167,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4150/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","otherGeospatial":"Patoka River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.66540527343749,\n 38.25974980039479\n ],\n [\n -87.6544189453125,\n 38.47509432050245\n ],\n [\n -86.48368835449219,\n 38.460578736069024\n ],\n [\n -86.48231506347656,\n 38.25813229639681\n ],\n [\n -87.66540527343749,\n 38.25974980039479\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f12","contributors":{"authors":[{"text":"Renn, D.E.","contributorId":36941,"corporation":false,"usgs":true,"family":"Renn","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":201354,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56222,"text":"wdrNY881 - 1989 - Water resources data, New York, water year 1988, volume 1, eastern New York, excluding Long Island","interactions":[],"lastModifiedDate":"2019-11-08T11:34:51","indexId":"wdrNY881","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":"NY-88-1","title":"Water resources data, New York, water year 1988, volume 1, eastern New York, excluding Long Island","docAbstract":"

No abstract available. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrNY881","usgsCitation":"Firda, G., Lumia, R., and Burke, P.M., 1989, Water resources data, New York, water year 1988, volume 1, eastern New York, excluding Long Island: U.S. Geological Survey Water Data Report NY-88-1, ix, 259 p., https://doi.org/10.3133/wdrNY881.","productDescription":"ix, 259 p.","costCenters":[],"links":[{"id":175101,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"New York","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74.674072265625,\n 45.01141864227728\n ],\n [\n -74.124755859375,\n 45.01141864227728\n ],\n [\n -73.289794921875,\n 45.02695045318546\n ],\n [\n -73.32275390625,\n 44.74673324024678\n ],\n [\n -73.377685546875,\n 44.653024159812\n ],\n [\n -73.355712890625,\n 44.55916341529184\n ],\n [\n -73.30078125,\n 44.4808302785626\n ],\n [\n -73.355712890625,\n 44.315987905196906\n ],\n [\n -73.399658203125,\n 44.190082025040525\n ],\n [\n -73.399658203125,\n 44.11125397357153\n ],\n [\n -73.4326171875,\n 44.01652134387754\n ],\n [\n -73.388671875,\n 43.866218006556394\n ],\n [\n -73.355712890625,\n 43.8028187190472\n ],\n [\n -73.377685546875,\n 43.67581809328344\n ],\n [\n -73.41064453125,\n 43.58834891179792\n ],\n [\n -73.30078125,\n 43.620170616189924\n ],\n [\n -73.245849609375,\n 43.55651037504758\n ],\n [\n -73.2568359375,\n 43.30919109985686\n ],\n [\n -73.30078125,\n 42.74701217318067\n ],\n [\n -73.49853515625,\n 42.10637370579324\n ],\n [\n -73.531494140625,\n 41.32732632036622\n ],\n [\n -73.47656249999999,\n 41.18692242290296\n ],\n [\n -73.443603515625,\n 41.062786068733026\n ],\n [\n -73.465576171875,\n 40.98819156349393\n ],\n [\n -73.553466796875,\n 40.93841495689795\n ],\n [\n -73.619384765625,\n 40.979898069620155\n ],\n [\n -73.740234375,\n 40.91351257612758\n ],\n [\n -74.036865234375,\n 41.02964338716638\n ],\n [\n -74.674072265625,\n 41.343824581185686\n ],\n [\n -74.81689453125,\n 41.43449030894922\n ],\n [\n -74.99267578125,\n 41.541477666790286\n ],\n [\n -75.069580078125,\n 41.590796851056005\n ],\n [\n -75.08056640625,\n 41.672911819602085\n ],\n [\n -75.091552734375,\n 41.77131167976407\n ],\n [\n -75.12451171875,\n 41.84501267270692\n ],\n [\n -75.30029296875,\n 41.88592102814744\n ],\n [\n -75.34423828125,\n 41.95131994679697\n ],\n [\n -75.531005859375,\n 42.01665183556825\n ],\n [\n -75.640869140625,\n 42.19596877629178\n ],\n [\n -75.640869140625,\n 42.391008609205045\n ],\n [\n -75.487060546875,\n 42.66628070564928\n ],\n [\n -75.333251953125,\n 42.85985981506279\n ],\n [\n -75.35522460937499,\n 43.068887774169625\n ],\n [\n -75.498046875,\n 43.197167282501276\n ],\n [\n -76.04736328125,\n 43.691707903073805\n ],\n [\n -76.201171875,\n 43.8028187190472\n ],\n [\n -76.17919921875,\n 43.96119063892024\n ],\n [\n -76.256103515625,\n 44.03232064275084\n ],\n [\n -76.365966796875,\n 44.11914151643737\n ],\n [\n -76.26708984375,\n 44.213709909702054\n ],\n [\n -76.11328125,\n 44.3002644115815\n ],\n [\n -75.95947265625,\n 44.35527821160296\n ],\n [\n -75.816650390625,\n 44.457309801319305\n ],\n [\n -75.65185546874999,\n 44.61393394730626\n ],\n [\n -75.289306640625,\n 44.88701247981298\n ],\n [\n -75.08056640625,\n 44.933696389694674\n ],\n [\n -74.959716796875,\n 45.00365115687189\n ],\n [\n -74.805908203125,\n 45.034714778688624\n ],\n [\n -74.674072265625,\n 45.01141864227728\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699664","contributors":{"authors":[{"text":"Firda, G.D.","contributorId":99622,"corporation":false,"usgs":true,"family":"Firda","given":"G.D.","affiliations":[],"preferred":false,"id":254988,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lumia, Richard rlumia@usgs.gov","contributorId":4579,"corporation":false,"usgs":true,"family":"Lumia","given":"Richard","email":"rlumia@usgs.gov","affiliations":[],"preferred":true,"id":254986,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Burke, P. M.","contributorId":8478,"corporation":false,"usgs":true,"family":"Burke","given":"P.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":254987,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":15548,"text":"ofr89379 - 1989 - Water-resources investigations in Tennessee; programs and activities of the U.S. Geological Survey, 1988-1989","interactions":[],"lastModifiedDate":"2012-02-02T00:07:07","indexId":"ofr89379","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":"89-379","title":"Water-resources investigations in Tennessee; programs and activities of the U.S. Geological Survey, 1988-1989","docAbstract":"This report contains a summation of water resources projects which were active in the Tennessee District during 1988 or 1989. Given in each summary is the name of the project chief, the objective of the project, the progress of results of the study to date, and the name of the cooperator. The basic data programs conducted by the Tennessee District provide streamflow, quality of water, and groundwater levels information essential to the assessment and management of the State 's water resources. Long-term streamflow, quality of water, and groundwater levels networks are operated as part of the Hydrologic Data Section. Field operations are about equally divided among field offices in Memphis, Nashville, and Knoxville. The data collected as part of the networks are published in the series of annual data reports entitled ' Water Resources Data for Tennessee'. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89379","usgsCitation":"Quinones, F., Balthrop, B., and Baker, E., 1989, Water-resources investigations in Tennessee; programs and activities of the U.S. Geological Survey, 1988-1989: U.S. Geological Survey Open-File Report 89-379, v, 59 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89379.","productDescription":"v, 59 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":1006,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr_89-379","linkFileType":{"id":5,"text":"html"}},{"id":148392,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0379/report-thumb.jpg"},{"id":44503,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0379/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6995ac","contributors":{"authors":[{"text":"Quinones, Ferdinand","contributorId":44138,"corporation":false,"usgs":true,"family":"Quinones","given":"Ferdinand","email":"","affiliations":[],"preferred":false,"id":171312,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Balthrop, B.H.","contributorId":42980,"corporation":false,"usgs":true,"family":"Balthrop","given":"B.H.","email":"","affiliations":[],"preferred":false,"id":171311,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Baker, E.G.","contributorId":84382,"corporation":false,"usgs":true,"family":"Baker","given":"E.G.","email":"","affiliations":[],"preferred":false,"id":171313,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28711,"text":"wri894072 - 1989 - Tritium deposition in the continental United States, 1953-83","interactions":[],"lastModifiedDate":"2021-11-26T22:18:08.328543","indexId":"wri894072","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":"89-4072","title":"Tritium deposition in the continental United States, 1953-83","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894072","usgsCitation":"Michel, R.L., 1989, Tritium deposition in the continental United States, 1953-83: U.S. Geological Survey Water-Resources Investigations Report 89-4072, iv, 46 p., https://doi.org/10.3133/wri894072.","productDescription":"iv, 46 p.","costCenters":[],"links":[{"id":392159,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49230.htm"},{"id":57546,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4072/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4072/report-thumb.jpg"}],"country":"United States","otherGeospatial":"continental United States","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"geometry\": {\n \"type\": \"MultiPolygon\",\n \"coordinates\": 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L.","contributorId":86375,"corporation":false,"usgs":true,"family":"Michel","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200271,"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":20328,"text":"ofr89397 - 1989 - Results of qualification tests on water-level sensing instruments, 1987","interactions":[],"lastModifiedDate":"2012-02-02T00:07:34","indexId":"ofr89397","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":"89-397","title":"Results of qualification tests on water-level sensing instruments, 1987","docAbstract":"The U.S. Geological Survey 's Hydrologic Instrumentation Facility at the Stennis Space Center, Mississippi, conducts qualification tests on water level sensing instruments. Instrument systems, which meet or exceed the Survey 's minimum performance requirements, are placed on the Survey 's Qualified Products List. The qualification tests conducted in 1987 added two instrument systems to the Survey 's Qualified Products List. One system met requirements for use at a daily-discharge station , and the other system met requirements for a special-case station. The report is prepared for users of hydrologic instruments. The report provides a list of instrument features, describes the instrument systems, summarizes test procedures, and presents test results for the two instrument systems that met the Survey 's minimum performance standards for the 1987 round of qualification tests. (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/ofr89397","usgsCitation":"Olive, T., 1989, Results of qualification tests on water-level sensing instruments, 1987: U.S. Geological Survey Open-File Report 89-397, v, 37 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89397.","productDescription":"v, 37 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152549,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0397/report-thumb.jpg"},{"id":49858,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0397/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fa14","contributors":{"authors":[{"text":"Olive, T.E.","contributorId":6079,"corporation":false,"usgs":true,"family":"Olive","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":182457,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4158,"text":"cir1034 - 1989 - Geohydrologic aspects for siting and design of low-level radioactive-waste disposal","interactions":[],"lastModifiedDate":"2018-01-27T12:11:23","indexId":"cir1034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1034","title":"Geohydrologic aspects for siting and design of low-level radioactive-waste disposal","docAbstract":"

The objective for siting and design of low-level radioactive-waste repository sites is to isolate the waste from the biosphere until the waste no longer poses an unacceptable hazard as a result of radioactive decay. Low-level radioactive waste commonly is isolated at shallow depths with various engineered features to stabilize the waste and to reduce its dissolution and transport by ground water. The unsaturated zone generally is preferred for isolating the waste. Low-level radioactive waste may need to be isolated for 300 to 500 years. Maintenance and monitoring of the repository site are required by Federal regulations for only the first 100 years. Therefore, geohydrology of the repository site needs to provide natural isolation of the waste for the hazardous period following maintenance of the site. Engineering design of the repository needs to be compatible with the natural geohydrologic conditions at the site. Studies at existing commercial and Federal waste-disposal sites provide information on the problems encountered and the basis for establishing siting guidelines for improved isolation of radioactive waste, engineering design of repository structures, and surveillance needs to assess the effectiveness of the repositories and to provide early warning of problems that may require remedial action.

Climate directly affects the hydrology of a site and probably is the most important single factor that affects the suitability of a site for shallow-land burial of low-level radioactive waste. Humid and subhumid regions are not well suited for shallow isolation of low-level radioactive waste in the unsaturated zone; arid regions with zero to small infiltration from precipitation, great depths to the water table, and long flow paths to natural discharge areas are naturally well suited to isolation of the waste. The unsaturated zone is preferred for isolation of low-level radioactive waste. The guiding rationale is to minimize contact of water with the waste and to minimize transport of waste from the repository. The hydrology of a flow system containing a repository is greatly affected by the engineering of the repository site. Prediction of the performance of the repository is a complex problem, hampered by problems of characterizing the natural and manmade features of the flow system and by the limitations of models to predict flow and geochemical processes in the saturated and unsaturated zones. Disposal in low-permeability unfractured clays in the saturated zone may be feasible where the radionuclide transport is controlled by diffusion rather than advection.

","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/cir1034","usgsCitation":"Bedinger, M.S., 1989, Geohydrologic aspects for siting and design of low-level radioactive-waste disposal: U.S. Geological Survey Circular 1034, iv, 36 p., https://doi.org/10.3133/cir1034.","productDescription":"iv, 36 p.","costCenters":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"links":[{"id":31268,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1989/1034/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124744,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1989/1034/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f58","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":148313,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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":12223,"text":"ofr89115A - 1989 - Potential-field geophysical programs for VAX 7xx computers; documentation","interactions":[],"lastModifiedDate":"2012-02-02T00:06:50","indexId":"ofr89115A","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":"89-115","chapter":"A","title":"Potential-field geophysical programs for VAX 7xx computers; documentation","language":"ENGLISH","publisher":"U.S. Dept. of Interior, Geological Survey,","doi":"10.3133/ofr89115A","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1989, Potential-field geophysical programs for VAX 7xx computers; documentation: U.S. Geological Survey Open-File Report 89-115, 21 p. ill. ;28 cm. , https://doi.org/10.3133/ofr89115A.","productDescription":"21 p. ill. ;28 cm. ","costCenters":[],"links":[{"id":146127,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0115a/report-thumb.jpg"},{"id":40378,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0115a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a86c7","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528926,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26935,"text":"wri884118 - 1989 - Reconnaissance of water quality of Pueblo Reservoir, Colorado: May through December 1985","interactions":[],"lastModifiedDate":"2022-12-22T19:32:21.832056","indexId":"wri884118","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":"88-4118","title":"Reconnaissance of water quality of Pueblo Reservoir, Colorado: May through December 1985","docAbstract":"

Pueblo Reservoir is the farthest upstream, main-stream reservoir constructed on the Arkansas River and is located in Pueblo County approximately 6 miles upstream from the city of Pueblo, Colorado. During the 1985 sampling period, the reservoir was stratified, and underflow from the Arkansas River occurred that resulted in stratification with respect to specific conductance. Concentrations of dissolved solids decreased markedly below the thermocline during June. Later in the summer, dissolved-solids concentrations increased substantially below the thermocline. Substantial depletion of dissolved oxygen occurred near the bottom of the reservoir. The dissolved oxygen minimum of 0.1 mg/L occurred during August near the reservoir bottom at transect 7 (near the dam). The average total-inorganic-nitrogen concentration near the reservoir surface was about 0.2 mg/L; near the reservoir bottom, the average concentration was about 0.3 mg/L. Concentrations of total phosphorus ranged from less than 0.01 to 0.05 mg/L near the reservoir surface, and from less than 0.01 to 0.22 mg/L near the reservoir bottom. At transect 2 (about 7 miles upstream from the dam) near the bottom of the reservoir, concentrations of total iron exceeded aquatic-life standards, and dissolved-manganese concentrations exceeded standards for public water supply. Diatoms, green algae, blue-green algae, and cryptomonads comprised the majority of phytoplankton in Pueblo Reservoir in 1985. The maximum average of 41,000 cells/ml occurred in July. Blue-green algae dominated from June to September; diatoms were the dominant group of algae in October. The average concentrations of phytoplankton decreased from July to October.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884118","usgsCitation":"Edelmann, P., 1989, Reconnaissance of water quality of Pueblo Reservoir, Colorado: May through December 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4118, Report: v, 53 p.; 1 Plate: 16.69 × 18.61 inches, https://doi.org/10.3133/wri884118.","productDescription":"Report: v, 53 p.; 1 Plate: 16.69 × 18.61 inches","costCenters":[],"links":[{"id":410959,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47034.htm","linkFileType":{"id":5,"text":"html"}},{"id":55826,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4118/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158434,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4118/report-thumb.jpg"},{"id":55825,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4118/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","otherGeospatial":"Pueblo Reservoir","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -104.6833,\n 39.3667\n ],\n [\n -106.5333,\n 39.3667\n ],\n [\n -106.5333,\n 37.8917\n ],\n [\n -104.6833,\n 37.8917\n ],\n [\n -104.6833,\n 39.3667\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db545bcf","contributors":{"authors":[{"text":"Edelmann, Patrick","contributorId":86305,"corporation":false,"usgs":true,"family":"Edelmann","given":"Patrick","affiliations":[],"preferred":false,"id":197275,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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.

\n

Three 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.

\n

Surface-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.

\n

Concentrations 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":29494,"text":"wri894068 - 1989 - Cost effectiveness of the stream-gaging program in North Dakota","interactions":[],"lastModifiedDate":"2018-03-21T14:27:36","indexId":"wri894068","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":"89-4068","title":"Cost effectiveness of the stream-gaging program in North Dakota","docAbstract":"

This report documents results of a cost-effectiveness study of the stream-gaging program In North Dakota. It is part of a nationwide evaluation of the stream-gaging program of the U.S. Geological Survey.

One phase of evaluating cost effectiveness is to identify less costly alternative methods of simulating streamflow records. Statistical or hydro logic flow-routing methods were used as alternative methods to simulate streamflow records for 21 combinations of gaging stations from the 94-gaging-station network. Accuracy of the alternative methods was sufficient to consider discontinuing only one gaging station.

Operation of the gaging-station network was evaluated by using associated uncertainty in streamflow records. The evaluation was limited to the nonwinter operation of 29 gaging stations in eastern North Dakota. The current (1987) travel routes and measurement frequencies require a budget of about $248/000 and result in an average equivalent Gaussian spread in streamflow records of 16.5 percent. Changes in routes and measurement frequencies optimally could reduce the average equivalent Gaussian spread to 14.7 percent.

Budgets evaluated ranged from $235,000 to $400,000. A $235,000 budget would increase the optimal average equivalent Gaussian spread from 14.7 to 20.4 percent, and a $400,000 budget could decrease it to 5.8 percent.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894068","usgsCitation":"Ryan, G.L., 1989, Cost effectiveness of the stream-gaging program in North Dakota: U.S. Geological Survey Water-Resources Investigations Report 89-4068, iv, 34 p., https://doi.org/10.3133/wri894068.","productDescription":"iv, 34 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":58343,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4068/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122221,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4068/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db683f0d","contributors":{"authors":[{"text":"Ryan, Gerald L.","contributorId":43417,"corporation":false,"usgs":true,"family":"Ryan","given":"Gerald","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201606,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28626,"text":"wri874124 - 1989 - Estimation of the recharge area of a pumped, stratified-drift aquifer in Connecticut by simulation modeling","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri874124","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":"87-4124","title":"Estimation of the recharge area of a pumped, stratified-drift aquifer in Connecticut by simulation modeling","docAbstract":"Groundwater quality management plans in Connecticut require information about the size and shape of recharge areas that contribute flow to pumping centers in extensive, stratified-drift aquifers. Flow models of a hypothetical aquifer , and a stratified-drift aquifer in Farmington are used to evaluate how contributing areas change in response to variations in recharge and hydraulic conductivity. A series of simulations of a hypothetical aquifer model were made during which average annual recharge rates of 0, 15, 25, and 35 inches were combined with aquifer hydraulic conductivity values of 25, 75, and 225 ft/day. Under steady-state conditions, and a withdrawal rate of 1.2 million gal/day, the size of the contributing recharge area ranges from 0.16 to 0.75 sq mi as recharge from precipitation and average aquifer hydraulic conductivity range from highest to lowest values. Three simulations of the Farmington aquifer model were made: they assumed steady-state conditions, a withdrawal rate of 2.8 million gal/day, and combinations of recharge and aquifer hydraulic conductivity that represented highest, average and lowest rates. The size of the contributing recharge area, under these conditions, ranges from 0.89 to 1.94 sq mi. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri874124","usgsCitation":"Mazzaferro, D., 1989, Estimation of the recharge area of a pumped, stratified-drift aquifer in Connecticut by simulation modeling: U.S. Geological Survey Water-Resources Investigations Report 87-4124, vi, 100 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874124.","productDescription":"vi, 100 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124022,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4124/report-thumb.jpg"},{"id":57456,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4124/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57457,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4124/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57458,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4124/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57459,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4124/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57460,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4124/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb1bf","contributors":{"authors":[{"text":"Mazzaferro, D. L.","contributorId":75579,"corporation":false,"usgs":true,"family":"Mazzaferro","given":"D. L.","affiliations":[],"preferred":false,"id":200138,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"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":26769,"text":"wri884093 - 1989 - Hydrogeology and water quality near a solid- and hazardous-waste landfill, Northwood, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri884093","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":"88-4093","title":"Hydrogeology and water quality near a solid- and hazardous-waste landfill, Northwood, Ohio","docAbstract":"Hydrogeology and water quality of ground water and selected streams were evaluated near a landfill in northwestern Ohio. The landfill is used for codisposal of solid and hazardous waste. Water-level and geologic data were collected from 36 wells and 3 surface-water sites during the period November 1983 to November 1985. Water-quality samples were collected from 18 wells and 3 surface-water sites this during this same period.\r\n\r\nThe primary aquifers in the area are the Greenfield Dolomite and underlying Lockport Dolomite of Silurian age. These bedrock carbonates are overlain by two clay tills of Wisconsin age. The tills are capped by a glacial lake clay. The tills generally are saturated, but do not yield sufficient water to be considered an aquifer. Two wells in the study area yield water, in part, from discontinuous deposits of outwash sand and gravel at the lower till-bedrock interface.\r\n\r\nRegional ground-water flow is from southwest to northeast; local flow is influenced by a ground-water mound centered under the northernmost cells of the landfill. Water levels in wells penetrating refuse within the landfill and the presence of leachate seeps indicate that the refuse is saturated. Head relations among the landfill, till, and dolomite aquifer indicate a vertical component of flow downward from the landfill to the dolomite aquifer. Water levels near the landfill fluctuate as much as 14 feet per year, in contrast to fluctuations of less than 3 feet per year in wells upgradient landfill.\r\n\r\nGround waters from wells completed in the dolomite aquifer and glacial till were found to have major-iron concentrations controlled, in large part, by reaction with calcite, dolomite, and other minerals in the aquifer. Only minor departures from equilibrium mineral saturation were noted for ground water, except in wells affected by cement/grout contamination. Molal ratios of calcuim:magnesium in ground water suggest a similar chemical evolution of waters throughout the dolomite aquifer in the study area. Stable-isotope ratios of oxygen and hydrogen indicate the source of water in the till unit and dolomite aquifer is atmospheric precipitation.\r\n\r\nElevated levels of total dissolved solids, boron, ammonia, and iron in the leachate and in wells downgradient of the landfill may indicate mixing of ground water with leachate. Oxygen and hydrogen stable-isotope ratios were used to differentiate waters from the glacial till and dolomite aquifer. Isotope ratios also show a shift off the local mixing line for leachate and for a well just downgradient from the landfill. The shift to heavier values of o D in the well water may be indicative of leachate mixing with ground water.\r\n\r\nThe effect of this mixing denoted by hydrologic, isotopic, and chemical-quality data is limited mostly to elevated levels of the common ions. Analysis did not indicate significant levels of toxic metals or organic contaminants except phenol, which was present at concentrations of from 1 to 5 micrograms per liter in six wells. Analysis of water-quality data from nearby streams suggest that surface leaching from the landfill does not significantly affect stream-water quality, but may contribute to higher level of trace metals in the streambed sediments.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports [distributor],","doi":"10.3133/wri884093","usgsCitation":"De Roche, J., and Breen, K.J., 1989, Hydrogeology and water quality near a solid- and hazardous-waste landfill, Northwood, Ohio: U.S. Geological Survey Water-Resources Investigations Report 88-4093, v, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884093.","productDescription":"v, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4093/report-thumb.jpg"},{"id":55658,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4093/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625407","contributors":{"authors":[{"text":"De Roche, J.T.","contributorId":66691,"corporation":false,"usgs":true,"family":"De Roche","given":"J.T.","affiliations":[],"preferred":false,"id":196970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Breen, K. J.","contributorId":44176,"corporation":false,"usgs":true,"family":"Breen","given":"K.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196969,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}