No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr87237","usgsCitation":"Garabedian, S., 1989, Hydrology and digital simulation of the regional aquifer system, eastern Snake River Plain, Idaho: U.S. Geological Survey Open-File Report 87-237, Report: x, 151 p.; 10 Plates: 27.67 x 25.65 inches or smaller, https://doi.org/10.3133/ofr87237.","productDescription":"Report: x, 151 p.; 10 Plates: 27.67 x 25.65 inches or smaller","costCenters":[],"links":[{"id":383499,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383498,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383497,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383496,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383495,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383494,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383493,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383492,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383491,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":383490,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1987/0237/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147282,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0237/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Snake River Plain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.93847656250001,\n 42.06560675405716\n ],\n [\n -111.005859375,\n 42.06560675405716\n ],\n [\n -111.005859375,\n 43.96119063892024\n ],\n [\n -116.93847656250001,\n 43.96119063892024\n ],\n [\n -116.93847656250001,\n 42.06560675405716\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e8fa","contributors":{"authors":[{"text":"Garabedian, S. P.","contributorId":56657,"corporation":false,"usgs":true,"family":"Garabedian","given":"S. P.","affiliations":[],"preferred":false,"id":168286,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":18867,"text":"ofr89410 - 1989 - Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr89410","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":"89-410","title":"Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87","docAbstract":"Occurrence and movement of acidic contamination in the aquifer and streams of the Pinal Creek basin near Globe, Arizona, is the focus of an ongoing study by the U.S. Geological Survey. Groundwater data from that study for water years 1984 to 1987 include location, construction information, and site plans for six groups of monitoring wells, mineralogic and particle-size analyses of drill cuttings, water level measurements, and chemical analyses of water samples from 39 wells. Surface water data for 13 sites in this study include discharge measurements and chemical analysis of water and streambed sediment samples. Monthly discharge data are presented for one site. Monthly precipitation amounts and statistics of long-term precipitation are presented for two sites. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr89410","usgsCitation":"Eychaner, J., Rehmann, M., and Brown, J.G., 1989, Chemical, geologic, and hydrologic data from the study of acidic contamination in the Miami Wash-Pinal Creek area, Arizona, water years 1984-87: U.S. Geological Survey Open-File Report 89-410, iii, 105 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89410.","productDescription":"iii, 105 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0410/report-thumb.jpg"},{"id":48262,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0410/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e32a3","contributors":{"authors":[{"text":"Eychaner, J.H.","contributorId":34511,"corporation":false,"usgs":true,"family":"Eychaner","given":"J.H.","affiliations":[],"preferred":false,"id":179887,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rehmann, M.R.","contributorId":24376,"corporation":false,"usgs":true,"family":"Rehmann","given":"M.R.","email":"","affiliations":[],"preferred":false,"id":179885,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Brown, J. G.","contributorId":28263,"corporation":false,"usgs":true,"family":"Brown","given":"J.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":179886,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27827,"text":"wri894079 - 1989 - Analysis of the effect of pumping on ground-water flow in the Springfield Plateau and Ozark aquifers near Springfield, Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri894079","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":"89-4079","title":"Analysis of the effect of pumping on ground-water flow in the Springfield Plateau and Ozark aquifers near Springfield, Missouri","docAbstract":"Pumpage of water from the Ozark aquifer for public supply and industry use by the city of Springfield and surrounding communities in southwestern Missouri has significantly altered the potentiometric surface of the aquifer. Springfield is located on a regional groundwater divide that trends east and west across southern Missouri. Groundwater that once flowed north and south from the divide now moves toward Springfield. Drawdown in the Ozark aquifer beneath Springfield has increased about 50 ft near the center of the city since 1974. The area of well influence also has increased, most notably to the south and southwest, because of increased pumpage by Springfield and new groundwater withdrawals in rapidly increasing communities, such as Republic and Nixa. Changes in the potentiometric surface of the Ozark aquifer, and to a lesser extent the Springfield Plateau aquifer, resulting from stresses applied by pumpage of water supply wells has altered the hydrologic budget of the Springfield area. Downward leakage of groundwater through the Ozark confining unit has increased from about 10 cu ft/sec to about 18 cu ft/sec because drawdown in the Ozark aquifer has resulted in an increased vertical hydraulic gradient across the confining unit. Minimal quantities of water are supplied by increased upward leakage through the St. Francois confining unit. Model simulations indicate substantial quantities of water are still (1987) being removed from storage within the Ozark and Springfield Plateau aquifers and the hydrologic system is not in equilibrium at this time. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports, U.S. Geological Survey,","doi":"10.3133/wri894079","usgsCitation":"Imes, J., 1989, Analysis of the effect of pumping on ground-water flow in the Springfield Plateau and Ozark aquifers near Springfield, Missouri: U.S. Geological Survey Water-Resources Investigations Report 89-4079, vii, 63 p. :ill. ;28 cm., https://doi.org/10.3133/wri894079.","productDescription":"vii, 63 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124040,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4079/report-thumb.jpg"},{"id":56660,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4079/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acee4b07f02db67f5d4","contributors":{"authors":[{"text":"Imes, J. L.","contributorId":61428,"corporation":false,"usgs":true,"family":"Imes","given":"J. L.","affiliations":[],"preferred":false,"id":198746,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19042,"text":"ofr8959 - 1989 - Hydrologic data for Paleozoic rocks in the upper Colorado River basin, Colorado, Utah, Wyoming, and Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:07:30","indexId":"ofr8959","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":"89-59","title":"Hydrologic data for Paleozoic rocks in the upper Colorado River basin, Colorado, Utah, Wyoming, and Arizona","docAbstract":"This report contains data used to interpret the hydrology of Paleozoic rocks in the Upper Colorado River Basin under the U.S. Geological Survey 's Regional Aquifer-System Analysis program. The study area includes the drainages of the Green and Colorado Rivers from their headwaters to Lees Ferry, Arizona. Hydrologic data presented in this report include artesian yields from wells and springs, and values of porosity, intrinsic permeability, and hydraulic conductivity determined by laboratory analyses and aquifer tests. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr8959","usgsCitation":"Geldon, A.L., 1989, Hydrologic data for Paleozoic rocks in the upper Colorado River basin, Colorado, Utah, Wyoming, and Arizona: U.S. Geological Survey Open-File Report 89-59, iii, 219 p. ill. ;28 cm., https://doi.org/10.3133/ofr8959.","productDescription":"iii, 219 p. ill. ;28 cm.","costCenters":[],"links":[{"id":151895,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0059/report-thumb.jpg"},{"id":48478,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0059/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ec41","contributors":{"authors":[{"text":"Geldon, Arthur L.","contributorId":16395,"corporation":false,"usgs":true,"family":"Geldon","given":"Arthur","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":180202,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20396,"text":"ofr8940 - 1989 - Methods for estimating monthly streamflow characteristics at ungaged sites in western Montana","interactions":[],"lastModifiedDate":"2019-12-05T10:28:35","indexId":"ofr8940","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":"89-40","title":"Methods for estimating monthly streamflow characteristics at ungaged sites in western Montana","docAbstract":"Three methods were developed for estimating monthly streamflow characteristics for western Montana. The first method, based on multiple-regression equations, relates monthly streamflow characteristics to various basin and climatic variables. Standard errors range from 43 to 107%. The equations are generally not applicable to streams that receive or lose water as a result of geology or that have appreciable upstream storage or diversions. The second method, based on regression equations, relates monthly streamflow characteristics to channel width. Standard errors range from 41 to 111%. The equations are generally not applicable to streams with exposed bedrock, with braided or sand channel, or with recent alterations. The third method requires 12 once-monthly streamflow measurements at an ungaged site. They are then correlated with concurrent flows at some nearby gaged site, and the resulting relation is used to estimate the required monthly streamflow characteristic at the ungaged site. Standard errors range from 19 to 92%. Although generally substantially more reliable than the first or second method, this method may be unreliable if the measurement site and the gage site are not hydrologically similar. A procedure for weighting individual estimates, based on variance and degree of independence of individual estimating methods, was also developed. Standard errors range from 15 to 43% when all three methods are used. The weighted-average estimated from all three methods are generally substantially more reliable than any of the individual estimates.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr8940","usgsCitation":"Parrett, C., and Cartier, K.D., 1989, Methods for estimating monthly streamflow characteristics at ungaged sites in western Montana: U.S. Geological Survey Open-File Report 89-40, iv, 52 p. , https://doi.org/10.3133/ofr8940.","productDescription":"iv, 52 p. ","costCenters":[],"links":[{"id":153175,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0040/report-thumb.jpg"},{"id":369984,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Western Montana","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -115.04882812499999,\n 45.02695045318546\n ],\n [\n -108.45703125,\n 45.02695045318546\n ],\n [\n -108.45703125,\n 48.980216985374994\n ],\n [\n -115.04882812499999,\n 48.980216985374994\n ],\n [\n -115.04882812499999,\n 45.02695045318546\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a3a5","contributors":{"authors":[{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":182581,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cartier, Kenn D.","contributorId":39766,"corporation":false,"usgs":true,"family":"Cartier","given":"Kenn","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":182582,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1271,"text":"wsp2345 - 1989 - Water movement in the unsaturated zone at a low-level radioactive-waste burial site near Barnwell, South Carolina","interactions":[{"subject":{"id":13302,"text":"ofr8746 - 1987 - Water movement in the unsaturated zone at a low-level radioactive-waste burial site near Barnwell, South Carolina","indexId":"ofr8746","publicationYear":"1987","noYear":false,"title":"Water movement in the unsaturated zone at a low-level radioactive-waste burial site near Barnwell, South Carolina"},"predicate":"SUPERSEDED_BY","object":{"id":1271,"text":"wsp2345 - 1989 - Water movement in the unsaturated zone at a low-level radioactive-waste burial site near Barnwell, South Carolina","indexId":"wsp2345","publicationYear":"1989","noYear":false,"title":"Water movement in the unsaturated zone at a low-level radioactive-waste burial site near Barnwell, South Carolina"},"id":1}],"lastModifiedDate":"2019-12-30T10:40:13","indexId":"wsp2345","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2345","title":"Water movement in the unsaturated zone at a low-level radioactive-waste burial site near Barnwell, South Carolina","docAbstract":"Four unsaturated-zone monitoring sites and a meteorologic station were installed at the low-level radioactive-waste burial site near Barnwell, S.C., to investigate the geohydrologic and climatologic factors affecting water movement in the unsaturated zone. The study site is located in the Atlantic Coastal Plain. The unsaturated zone consists of a few centimeters to more than 1 meter of surface sand, underlain by up to 15 meters of clayey sand. Two monitoring sites were installed in experimental trenches, and two were installed in radioactive-waste trenches. Two different trench designs were evaluated at the monitoring sites. \r\n\r\nA meteorologic station was used to measure precipitation and to calculate actual evapotranspiration using the Bowen ratio method. Soil-moisture tensiometers, soil-moisture conductance probes, and temperature sensors were used to monitor soil-water movement in and adjacent to the trenches. Tracer tests using sodium chloride were conducted at each monitoring site. Hydrologic properties of unsaturated-zone materials were also determined. Data collection at the monitoring sites began in January 1982 and continued until early May 1984. \r\n\r\nTensiometer data show that the unsaturated materials had their highest percent saturations in winter and spring. Saturations in the backfill sand varied from 20 to 100 percent, and in the adjacent undisturbed and overlying compacted clayey sand, from about 75 to 100 percent. The same pattern generally was observed at all four monitoring sites. The tracer-test data indicate that water movement occurred mainly during the recharge period, winter and spring. The tracer-test results enabled computation of rates of unsaturated flow in the compacted clayey-sand cap, the compacted clayey-sand barrier, and the backfill sand. \r\n\r\nA micro-scale hydrologic budget was determined for an undisturbed part of the site from July 1983 through June 1984.Total precipitation was 144 centimeters, and actual evapotranspiration was 101 centimeters. Additionally, because tensiometer data indicate negligible water-storage changes in the unsaturated zone, it is estimated that approximately 43 centimeters of recharge reached the water table. \r\n\r\nDuring 1984, the rise and fall of ponded water in an experimental trench was continuously monitored with a digital recorder. This water-level record was used to compute the rate of leakage of ponded water from that trench--1 x 10 -5 centimeter per second. A cross-sectional finite-element model of variably saturated flow was used to test the conceptual model of water movement in the unsaturated zone and to illustrate the effect of trench design on water movement into the experimental trenches. \r\n\r\nMonitoring and model results show that precipitation on trenches infiltrated the trench cap and moved vertically into the trench backfill material. Precipitation on the undisturbed material adjacent to the trenches moved vertically through the surface sand and continued either downward into undisturbed clayey sand or laterally along the sand/clayey-sand interface into the backfill sand, depending on trench design. The trench construction practice of placing a compacted clayey-sand barrier around the trench greatly inhibits soil water from entering the trench.","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp2345","usgsCitation":"Dennehy, K.F., and McMahon, P.B., 1989, Water movement in the unsaturated zone at a low-level radioactive-waste burial site near Barnwell, South Carolina: U.S. Geological Survey Water Supply Paper 2345, v, 40 p. , https://doi.org/10.3133/wsp2345.","productDescription":"v, 40 p. ","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":26225,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2345/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137503,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2345/report-thumb.jpg"}],"country":"United States","state":"South Carolina","city":"Barnwell","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.5350341796875,\n 33.13065128220441\n ],\n [\n -81.199951171875,\n 33.13065128220441\n ],\n [\n -81.199951171875,\n 33.348884792201694\n ],\n [\n -81.5350341796875,\n 33.348884792201694\n ],\n [\n -81.5350341796875,\n 33.13065128220441\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db69970a","contributors":{"authors":[{"text":"Dennehy, Kevin F. kdennehy@usgs.gov","contributorId":1128,"corporation":false,"usgs":true,"family":"Dennehy","given":"Kevin","email":"kdennehy@usgs.gov","middleInitial":"F.","affiliations":[{"id":509,"text":"Office of the Associate Director for Water","active":true,"usgs":true}],"preferred":true,"id":143476,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McMahon, Peter B. 0000-0001-7452-2379 pmcmahon@usgs.gov","orcid":"https://orcid.org/0000-0001-7452-2379","contributorId":724,"corporation":false,"usgs":true,"family":"McMahon","given":"Peter","email":"pmcmahon@usgs.gov","middleInitial":"B.","affiliations":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"preferred":true,"id":143475,"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":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":28709,"text":"wri874272 - 1989 - Hydrology of the Castle Lake blockage, Mount St. Helens, Washington","interactions":[],"lastModifiedDate":"2022-02-03T21:40:12.647391","indexId":"wri874272","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":"87-4272","title":"Hydrology of the Castle Lake blockage, Mount St. Helens, Washington","docAbstract":"The debris avalanche that occurred during the May 19, 1980, eruption of Mount St. Helens blocked South Fork Castle Creek and created Castle Lake. Stability of the blockage was of concern, and a digital model that simulates three-dimensional groundwater movement in the blockage was constructed as part of the analysis used in a follow-up study that assessed the blockage 's stability. Slug test results in the debris avalanche deposits and model results indicate that the average horizontal hydraulic conductivity of the blockage material is approximately 2.5 ft/day, whereas the ratio of horizontal to vertical hydraulic conductivity is approximately 10 to 1. The model was calibrated to seasonally high groundwater levels and groundwater discharge. Model-predicted recharge rates for this time period were 0.97 cu ft/sec. Most of the recharge (81%) results from the infiltration of precipitation, whereas discharge by seeps through the blockage accounts for 81% of the total discharge. Because water levels under the crest of the blockage are higher than lake level, the movement of groundwater is toward the lake and the toe of the blockage. The model allows the water levels to be estimated at any location in the blockage. This information is required for making estimates of the stability of the blockage against failure by gravitational-induced or earthquake-induced slope failure, liquefaction, the process of seepage erosion, or by erosion.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874272","usgsCitation":"Meyer, W., and Sabol, M.A., 1989, Hydrology of the Castle Lake blockage, Mount St. Helens, Washington: U.S. Geological Survey Water-Resources Investigations Report 87-4272, iv, 25 p., https://doi.org/10.3133/wri874272.","productDescription":"iv, 25 p.","costCenters":[],"links":[{"id":395412,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46917.htm"},{"id":124043,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4272/report-thumb.jpg"},{"id":57545,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Washington","otherGeospatial":"Castle Lake blockage, Mount St, Helens","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.31285095214842,\n 46.24884345903478\n ],\n [\n -122.26221084594725,\n 46.24884345903478\n ],\n [\n -122.26221084594725,\n 46.275190434531005\n ],\n [\n -122.31285095214842,\n 46.275190434531005\n ],\n [\n -122.31285095214842,\n 46.24884345903478\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a24a6","contributors":{"authors":[{"text":"Meyer, William","contributorId":87538,"corporation":false,"usgs":true,"family":"Meyer","given":"William","affiliations":[],"preferred":false,"id":200268,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sabol, M. A.","contributorId":36178,"corporation":false,"usgs":true,"family":"Sabol","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200267,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17841,"text":"ofr89227 - 1989 - Water-resources activities in Florida, 1988-89","interactions":[],"lastModifiedDate":"2018-09-19T18:15:39","indexId":"ofr89227","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":"89-227","title":"Water-resources activities in Florida, 1988-89","docAbstract":"This report contains summary statements of water resources activities in Florida conducted by the Water Resources Division of the U.S. Geological Survey in cooperation with Federal, State , and local agencies during 1988. These activities are part of the Federal program of appraising the Nation 's water resources. Included are brief descriptions of the nature and scope of all active studies, summaries of significant results for 1988 and anticipated accomplishments during 1989. Water resources appraisals in Florida are highly diversified, ranging from hydrologic records networks to interpretive appraisals of water resources and applied research to develop investigative techniques. Thus, water-resources investigations range from basic descriptive water-availability studies for areas of low-intensity water development and management to sophisticated cause and effect studies in areas of high-intensity water development and management. The interpretive reports and records that are products of the investigations are a principal hydrologic foundation upon which the plans for development, management, and protection of Florida 's water resources may be used. Water data and information required to implement sound water-management programs in highly urbanized areas relate to the quantity and quality of storm runoff, sources of aquifer contamination, injection of wastes into deep strata, underground storage of freshwater, artificial recharge of aquifers, environmental effects of reuse of water, and effects of land development on changes in ground-and surface-water quality. In some parts of the State broad areas are largely rural. Future growth is anticipated in many of these. This report is intended to inform those agencies vitally interested in the water resources of Florida as to the current status and objectives of the U.S. Geological Survey cooperative program. The mission of this program is to collect, interpret, and publish information on water resources. Almost all of this work is done in cooperation with other public agencies. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89227","usgsCitation":"1989, Water-resources activities in Florida, 1988-89: U.S. Geological Survey Open-File Report 89-227, viii, 76 p. ill. ;28 cm., https://doi.org/10.3133/ofr89227.","productDescription":"viii, 76 p. ill. ;28 cm.","costCenters":[],"links":[{"id":149535,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0227/report-thumb.jpg"},{"id":47079,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0227/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699662","contributors":{"editors":[{"text":"Glenn, M.E.","contributorId":57075,"corporation":false,"usgs":true,"family":"Glenn","given":"M.E.","email":"","affiliations":[],"preferred":true,"id":745677,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}} ,{"id":17863,"text":"ofr89592 - 1989 - Water-resources activities of the U.S. Geological Survey in Kansas; fiscal years 1987 and 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:07:19","indexId":"ofr89592","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":"89-592","title":"Water-resources activities of the U.S. Geological Survey in Kansas; fiscal years 1987 and 1988","docAbstract":"The principal mission of the U.S. Geological Survey, Water Resources Division, in Kansas is to investigate the occurrence, quantity, quality, distribution, and movement of surface and groundwater throughout the State. Primary activities include the systematic collection, analysis, and interpretation of hydrologic data, evaluation of water demands, and water resources research. Hydrologic investigations are conducted through four types of studies: (1) data collection programs; (2) statewide or regional investigations; (3) local or area investigations; and (4) research. These studies are funded through cooperative agreements with State and local agencies, transfer of funds from other agencies, and direct Federal funds. Thirty-six water related studies were ongoing during fiscal years 1987 and 1988 in Kansas. This report describes for each study the problem that initiated the study, the objectives of the study, the approach designed to achieve the objectives, and significant milestones and publications that resulted during fiscal years 1987 and 1988. Information on more than 2,100 data collection stations in Kansas is presented in maps and tables. A list of 46 reports and abstracts published or released by the U.S. Geological Survey, its cooperators, or technical and scientific organizations during 1987 and 1988 is provided. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr89592","usgsCitation":"Combs, L.J., 1989, Water-resources activities of the U.S. Geological Survey in Kansas; fiscal years 1987 and 1988: U.S. Geological Survey Open-File Report 89-592, iv, 97 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89592.","productDescription":"iv, 97 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":150245,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0592/report-thumb.jpg"},{"id":47101,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0592/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4fb0","contributors":{"authors":[{"text":"Combs, L. J. (compiler)","contributorId":9271,"corporation":false,"usgs":true,"family":"Combs","given":"L.","suffix":"(compiler)","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":178087,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20327,"text":"ofr89387 - 1989 - Hydrogeologic data for the Canal Creek area, Aberdeen Proving Ground, Maryland, April 1986-March 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:07:34","indexId":"ofr89387","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":"89-387","title":"Hydrogeologic data for the Canal Creek area, Aberdeen Proving Ground, Maryland, April 1986-March 1988","docAbstract":"This report is a compilation of hydrologic and geologic data collected for the period April 1986 through March 1988 for the Canal Creek area of Aberdeen Proving Ground, Maryland. Geologic data include lithologic logs for 73 sites and geophysical logs for 71 sites. Hydrologic data consist of hydrographs and synoptic water level measurements. The hydrographs were taken from eight wells that were equipped with continuous water level recorders, and the synoptic water-level measurements were made four times during the study. Well-construction data also are included for 149 observation wells. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89387","usgsCitation":"Oliveros, J., and Gernhardt, P., 1989, Hydrogeologic data for the Canal Creek area, Aberdeen Proving Ground, Maryland, April 1986-March 1988: U.S. Geological Survey Open-File Report 89-387, iv, 71 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr89387.","productDescription":"iv, 71 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":152548,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0387/report-thumb.jpg"},{"id":49857,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0387/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628b51","contributors":{"authors":[{"text":"Oliveros, J.P.","contributorId":93515,"corporation":false,"usgs":true,"family":"Oliveros","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":182455,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gernhardt, Patrice","contributorId":96283,"corporation":false,"usgs":true,"family":"Gernhardt","given":"Patrice","email":"","affiliations":[],"preferred":false,"id":182456,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17869,"text":"ofr89621 - 1989 - Water-resources activities of the U.S. Geological Survey in Missouri, fiscal year 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:07:20","indexId":"ofr89621","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":"89-621","title":"Water-resources activities of the U.S. Geological Survey in Missouri, fiscal year 1989","docAbstract":"Water resources activities of the U.S. Geological Survey in Missouri consist of collecting hydrologic data and making interpretive studies. Hydrologic studies in Missouri are made through three basic types of projects: hydrologic data collection programs; local or areal hydrologic investigations; and statewide or regional studies. These projects are funded through cooperative joint-funding agreements with State and local agencies, transfer of funds from other Federal agencies, and direct Federal funds. The data and the results of the investigations are published or released by either the U.S. Geological Survey or by cooperating agencies. The report describes the hydrologic data collection programs and local or areal hydrologic investigations in Missouri for fiscal year 1989 and provides a list of selected water resources references for Missouri. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89621","usgsCitation":"Jenkins, K.L., 1989, Water-resources activities of the U.S. Geological Survey in Missouri, fiscal year 1989: U.S. Geological Survey Open-File Report 89-621, x, 54 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89621.","productDescription":"x, 54 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":150042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0621/report-thumb.jpg"},{"id":47107,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0621/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9ea8","contributors":{"authors":[{"text":"Jenkins, K. L. (compiler)","contributorId":61053,"corporation":false,"usgs":true,"family":"Jenkins","given":"K.","suffix":"(compiler)","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":178095,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":17870,"text":"ofr89591 - 1989 - Water-resources activities of the U.S. Geological Survey in Montana, October 1987 through September 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:07:20","indexId":"ofr89591","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":"89-591","title":"Water-resources activities of the U.S. Geological Survey in Montana, October 1987 through September 1989","docAbstract":"Water resources programs and activities of the U.S. Geological Survey in Montana consist principally of hydrological data collection and local, areal, or statewide hydrologic investigations. The work is supported by direct Federal funding, by transfer of funds from other Federal agencies, and by joint funding agreements with State or local agencies. The Montana District of the Geological Survey 's Water Resources Division conducts its hydrologic work through a headquarters office in Helena, and field offices in Helena, Billings, Fort Peck and Kalispell. This report describes the eighteen projects funded for fiscal years 1988 and 1989. In addition, it describes the operations of the Montana District, water conditions during water year 1988, activities in addition to regular programs, sources of publications and information, and lists reports published or released during the preceding 5 years. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-file reports [distributor],","doi":"10.3133/ofr89591","usgsCitation":"Thamke, J.N., 1989, Water-resources activities of the U.S. Geological Survey in Montana, October 1987 through September 1989: U.S. Geological Survey Open-File Report 89-591, iv, 78 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89591.","productDescription":"iv, 78 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":150059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0591/report-thumb.jpg"},{"id":47108,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0591/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699607","contributors":{"authors":[{"text":"Thamke, J. N. (compiler)","contributorId":75952,"corporation":false,"usgs":true,"family":"Thamke","given":"J.","suffix":"(compiler)","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":178096,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13798,"text":"ofr89389 - 1989 - The U.S. Geological Survey Federal-State Cooperative Water- Resources Program: Fiscal Year 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:06:49","indexId":"ofr89389","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":"89-389","title":"The U.S. Geological Survey Federal-State Cooperative Water- Resources Program: Fiscal Year 1988","docAbstract":"The Federal-State Cooperative Program is a partnership between the U.S. Geological Survey and State and local agencies. It provides a balanced approach to the study and resolution of water-related problems and to acquiring hydrologic data. The principal program objectives are to: (1) collect, on a systematic basis, data needed for the continuing determination and evaluation of the quantity, quality, and use of the Nation's water resources, and (2) appraise the availability and the physical, chemical, and biological characteristics of surface and ground water through analytical and interpretive investigations. During fiscal year 1988, hydrologic data collection, interpretive investigations, and research were conducted by Geological Survey personnel in offices in every State, Puerto Rico, and several territories in cooperation with more than 1,000 local, State, and regional agencies. In fiscal year 1988, Federal funding of almost $60 million was matched by cooperating agencies, who also provided approximately $6 million unmatched for a total program of about $126 million. This amounted to more than 40 percent of the total funds for Geological Survey water-resources activities.\r\n\r\nThis report presents examples of current (1988) investigations. It also lists about 250 water-resources investigations related to agricultural activities that the Geological Survey conducted from 1970 to 1988.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr89389","usgsCitation":"Gilbert, B.K., and Mann, W.B., 1989, The U.S. Geological Survey Federal-State Cooperative Water- Resources Program: Fiscal Year 1988: U.S. Geological Survey Open-File Report 89-389, iii, 66 p., https://doi.org/10.3133/ofr89389.","productDescription":"iii, 66 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":146033,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0389/report-thumb.jpg"},{"id":42368,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0389/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db673472","contributors":{"authors":[{"text":"Gilbert, Bruce K.","contributorId":60198,"corporation":false,"usgs":true,"family":"Gilbert","given":"Bruce","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":168411,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mann, William B. IV","contributorId":8838,"corporation":false,"usgs":true,"family":"Mann","given":"William","suffix":"IV","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":168410,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15055,"text":"ofr8954 - 1989 - Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1988 water year","interactions":[],"lastModifiedDate":"2012-02-02T00:07:03","indexId":"ofr8954","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":"89-54","title":"Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1988 water year","docAbstract":"The computed annual yield and deficiency of the subbasins as defined in the Arkansas River Compact, Arkansas-Oklahoma, are given in tables. Actual runoff from the subbasins and depletion caused by major reservoirs in the compact area are also given in tabular form. Monthly, maximum, minimum, and mean discharge are shown for the 14 streamflow stations used in computing annual yield. Water quality data are shown for two sites in the compact area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8954","usgsCitation":"Moore, M.A., Lamb, T., and Hauth, L.D., 1989, Annual yield and selected hydrologic data for the Arkansas River Basin Compact, Arkansas-Oklahoma, 1988 water year: U.S. Geological Survey Open-File Report 89-54, iv, 36 p. :map ;28 cm., https://doi.org/10.3133/ofr8954.","productDescription":"iv, 36 p. :map ;28 cm.","costCenters":[],"links":[{"id":147752,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0054/report-thumb.jpg"},{"id":43970,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0054/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b7dd","contributors":{"authors":[{"text":"Moore, Martha A.","contributorId":10802,"corporation":false,"usgs":true,"family":"Moore","given":"Martha","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":170493,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":170495,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hauth, Leland D.","contributorId":17219,"corporation":false,"usgs":true,"family":"Hauth","given":"Leland","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":170494,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":15239,"text":"ofr89262 - 1989 - Water-resources activities of the U.S. Geological Survey in Wyoming, fiscal years 1988 and 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr89262","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":"89-262","title":"Water-resources activities of the U.S. Geological Survey in Wyoming, fiscal years 1988 and 1989","docAbstract":"There are two types of water-resources activities of the U.S. Geological Survey in Wyoming: collection of hydrologic data, and water-resources-appraisal projects. During Fiscal Years 1988 and 1989, the work was done in cooperation with 10 State agencies, 5 counties, 3 cities, 2 towns, 1 irrigation district, 2 Indian Tribes, and 8 Federal agencies. Lists and location maps are included for 180 streamflow stations, 16 reservoir stations, 120 surface-water-quality stations, 15 sediment stations, 88 groundwater-level observation wells, and 73 groundwater quality sites, which were in operation during Fiscal Year 1988 and (or) Fiscal Year 1989. During Fiscal Years 1987 and 1988, 17 streamflow stations, 13 surface-water-quality stations, 14 sediment stations, and 7 groundwater level observation wells were discontinued. During Fiscal year 1988 and through the first quarter of Fiscal Year 1989, 21 streamflow stations, 15 surface-water-quality stations, and 3 sediment stations were established or reactivated. Descriptions, location maps, and progress statements are given for 4 data collection projects and 27 water resources-appraisal projects that were active during Fiscal Year 1988 and (or) Fiscal Year 1989. Eleven projects were completed during Fiscal Year 1988 or 1989 and 10 projects that were completed except for the project reports. Also included is a bibliography of reports by U.S. Geological Survey authors about the water resources of Wyoming. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89262","usgsCitation":"Oden, D.M., 1989, Water-resources activities of the U.S. Geological Survey in Wyoming, fiscal years 1988 and 1989: U.S. Geological Survey Open-File Report 89-262, v, 124 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89262.","productDescription":"v, 124 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":147122,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0262/report-thumb.jpg"},{"id":44186,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4f68","contributors":{"authors":[{"text":"Oden, D. M. (compiler)","contributorId":57083,"corporation":false,"usgs":true,"family":"Oden","given":"D.","suffix":"(compiler)","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":170799,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":20264,"text":"ofr89579 - 1989 - Review of edgematchimg procedures for digital cartographic data used in Geographic Information Systems (GIS)","interactions":[],"lastModifiedDate":"2017-02-07T09:41:45","indexId":"ofr89579","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":"89-579","title":"Review of edgematchimg procedures for digital cartographic data used in Geographic Information Systems (GIS)","docAbstract":"In the process of developing a continuous hydrographic data layer for water resources applications in the Pacific Northwest, map-edge discontinuities in the U.S. Geological Survey 1:100 ,000-scale digital data that required application of computer-assisted edgematching procedures were identified. The spatial data sets required by the project must have line features that match closely enough across map boundaries to ensure full line topology when adjacent files are joined by the computer. Automated edgematching techniques are evaluated as to their effects on positional accuracy. Interactive methods such as selective node-matching and on-screen editing are also reviewed. Interactive procedures complement automated methods by allowing supervision of edgematching in a cartographic and hydrologic context. Common edge conditions encountered in the preparation of the Northwest Rivers data base are described, as are recommended processing solutions. Suggested edgematching procedures for 1:100,000-scale hydrography data are included in an appendix to encourage consistent processing of this theme on a national scale. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89579","usgsCitation":"Nebert, D., 1989, Review of edgematchimg procedures for digital cartographic data used in Geographic Information Systems (GIS): U.S. Geological Survey Open-File Report 89-579, iii, 11 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89579.","productDescription":"iii, 11 p. :ill. ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":152065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0579/report-thumb.jpg"},{"id":21349,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0579/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db60407c","contributors":{"authors":[{"text":"Nebert, D.D.","contributorId":62623,"corporation":false,"usgs":true,"family":"Nebert","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":182349,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13635,"text":"ofr85174 - 1989 - Hydrologic and meteorologic data for the Bald Mountain area, Aroostook County, Maine: June 1979 through June 1984","interactions":[],"lastModifiedDate":"2022-12-21T20:35:19.140509","indexId":"ofr85174","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":"85-174","title":"Hydrologic and meteorologic data for the Bald Mountain area, Aroostook County, Maine: June 1979 through June 1984","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85174","usgsCitation":"Fontaine, R.A., 1989, Hydrologic and meteorologic data for the Bald Mountain area, Aroostook County, Maine: June 1979 through June 1984: U.S. Geological Survey Open-File Report 85-174, iv, 166 p., https://doi.org/10.3133/ofr85174.","productDescription":"iv, 166 p.","costCenters":[],"links":[{"id":410886,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75762.htm","linkFileType":{"id":5,"text":"html"}},{"id":42153,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0174/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146769,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0174/report-thumb.jpg"}],"country":"United States","state":"Maine","county":"Aroostook County","otherGeospatial":"Bald Mountain area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -68.8333,\n 46.8333\n ],\n [\n -68.8333,\n 46.6667\n ],\n [\n -68.6667,\n 46.6667\n ],\n [\n -68.6667,\n 46.8333\n ],\n [\n -68.8333,\n 46.8333\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6117e6","contributors":{"authors":[{"text":"Fontaine, Richard A. rfontain@usgs.gov","contributorId":2379,"corporation":false,"usgs":true,"family":"Fontaine","given":"Richard","email":"rfontain@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":168144,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19708,"text":"ofr89404 - 1989 - Streamflow and water-quality data for Meadow Run basin, Fayette County, Pennsylvania, December 1987 - November 1988","interactions":[],"lastModifiedDate":"2017-06-22T10:51:43","indexId":"ofr89404","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":"89-404","title":"Streamflow and water-quality data for Meadow Run basin, Fayette County, Pennsylvania, December 1987 - November 1988","docAbstract":"Streamflow and water-quality data were collected throughout the Meadow Run basin, Fayette County, Pennsylvania, from December 7, 1987 through November 15, 1988, to determine the prevailing quality of surface water over a range of hydrologic conditions. This data will assist the Pennsylvania Department of Environmental Resources during its review of coal-mine permit applications. A water-quality station near the mouth of Meadow Run provided continuous-record of stream stage, pH, specific conductance, and water temperature. Monthly water-quality samples collected at this station were analyzed for total and dissolved metals, nutrients, major cations and anions, and suspended-sediment concentrations. Fourteen partial-record sites, located throughout the basin, were similarly sampled four times during the study. Streamflow and water-quality data obtained at these sites during a winter base flow, a spring rainfall event, a summer rainfall event, and a low summer base flow also are presented.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89404","usgsCitation":"Kostelnik, K.M., and Witt, E., 1989, Streamflow and water-quality data for Meadow Run basin, Fayette County, Pennsylvania, December 1987 - November 1988: U.S. Geological Survey Open-File Report 89-404, 29 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89404.","productDescription":"29 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":49186,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0404/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153892,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0404/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f19","contributors":{"authors":[{"text":"Kostelnik, K. M.","contributorId":34951,"corporation":false,"usgs":true,"family":"Kostelnik","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":181372,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Witt, E.C.","contributorId":83556,"corporation":false,"usgs":true,"family":"Witt","given":"E.C.","email":"","affiliations":[],"preferred":false,"id":181373,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2894,"text":"wsp2304 - 1989 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","interactions":[{"subject":{"id":16454,"text":"ofr85567 - 1985 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","indexId":"ofr85567","publicationYear":"1985","noYear":false,"title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":2894,"text":"wsp2304 - 1989 - Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","indexId":"wsp2304","publicationYear":"1989","noYear":false,"title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2304","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2304","title":"Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas","docAbstract":"A study was conducted to evaluate the effects of potential development of the Dakota aquifer on the layered-aquifer system above Permian rocks in a 5,000-square-mile area of southwestern Kansas. This aquifer system, which consists of five layers, includes the Cheyenne aquifer, the Kiowa confining unit, the Dakota aquifer, the Niobrara-Graneros confining unit, and the High Plains aquifer. Water supplies from the sandstone aquifers thus far have been developed mainly in parts of Hodgeman and Ford Counties. Management restrictions placed on further development of the High Plains aquifer could lead to additional development of the sandstone aquifers in the study area. \r\n\r\nThe upper sandstone aquifer, the Dakota aquifer, consists of sandstone and shale of the Lower Cretaceous Dakota Sandstone and is as much as 400 feet thick. Transmissivity of the Dakota aquifer, determined from analyses of pumping tests, ranges from 100-7,100 feet squared per day. The Dakota aquifer is confined where it is overlain by the shales and limestones of the Upper Cretaceous Niobrara-Graneros confining unit, but locally it is unconfined. \r\n\r\nThe lower sandstone aquifer, the Cheyenne aquifer, consists of the sandstone and shales of the Lower Cretaceous Cheyenne Sandstone in the eastern half of the study area plus undifferentiated Middle and Upper Jurassic rocks (sandstone, siltstone, shale, and limestone) in the western half of the study area. Maximum thickness of the Cheyenne aquifer is more than 300 feet, and maximum transmissivity is estimated at 3,000 feet squared per day. \r\n\r\nEstimated water use in the study area was about 8,800,000 acre-feet from the High Plains aquifer and about 160,000 acre-feet from the Dakota aquifer during 1975-82. The Cheyenne aquifer is not developed in the study area, and no water use from it is reported. \r\n\r\nThe chemical characteristics of water in the sandstone aquifers are highly variable in the study area. Water in the Dakota aquifer is a calcium bicarbonate type water, similar to water in the High Plains aquifer, in the subcrop area. However, in areas distant from the subcrop, water in the Dakota aquifer is a sodium bicarbonate type water with dissolved-solids concentrations in excess of 500 milligrams per liter. In some parts of the study area, water from the Dakota presents high to very high salinity and sodium hazards to crops and soil when it is used for irrigation. The Cheyenne aquifer locally contains mineralized water, as indicated by the response of resistivity curves on geophysical logs. \r\n\r\nHydrographs of wells completed in the Dakota aquifer indicate that the Dakota and High Plains aquifers are hydraulically connected in and near subcrop areas. Locally, the Dakota aquifer has converted from confined to unconfined conditions as a result of declining water levels due to pumpage from the Dakota aquifer and as the result of depletion of the High Plains aquifer in subcrop areas. Gradual declines in the potentiometric surface of the Dakota aquifer have occurred since the onset of pumpage in the 1960's; however, water levels in some wells have risen during the late 1970's. \r\n\r\nA digital computer model of three-dimensional groundwater flow was developed to simulate hydrologic conditions of a five-layer hydrologic system for 1975-82 conditions. The major components of the simulated 1975-82 water budget were well discharge from the High Plains aquifer and loss of ground water from storage in the High Plains aquifer. Although downward leakage from the High Plains aquifer in the study area represented only 18,000 acre-feet of the 1,365,000 acre-feet discharged from the High Plains aquifer during 1982, it was a major source of inflow to the Dakota aquifer. Changes in storage in the Dakota aquifer in the study area during 1982 were about 5,000 acre-feet. \r\n\r\nA baseline projection was made using 1982 simulated hydraulic heads from the calibrated model and 1982 rates of pumpage from both the High Plains and the Dakota aquifer","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2304","usgsCitation":"Watts, K.R., 1989, Potential hydrologic effects of ground-water withdrawals from the Dakota Aquifer, southwestern Kansas: U.S. Geological Survey Water Supply Paper 2304, vii, 47 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2304.","productDescription":"vii, 47 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138363,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2304/report-thumb.jpg"},{"id":29546,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2304/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db68313d","contributors":{"authors":[{"text":"Watts, Kenneth R. krwatts@usgs.gov","contributorId":1647,"corporation":false,"usgs":true,"family":"Watts","given":"Kenneth","email":"krwatts@usgs.gov","middleInitial":"R.","affiliations":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"preferred":true,"id":145969,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19706,"text":"ofr89247 - 1989 - Streamflow and water-quality data for Little Clearfield Creek basin, Clearfield County, Pennsylvania, December 1987 - November 1988","interactions":[],"lastModifiedDate":"2017-06-22T10:54:58","indexId":"ofr89247","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":"89-247","title":"Streamflow and water-quality data for Little Clearfield Creek basin, Clearfield County, Pennsylvania, December 1987 - November 1988","docAbstract":"Streamflow and water quality data were collected throughout the Little Clearfield Creek basin, Clearfield County, Pennsylvania, from December 1987 through November 1988, to determine the existing quality of surface water over a range of hydrologic conditions. This data will assist the Pennsylvania Department of Environmental Resources during its review of coal mine permit applications. A water quality station near the mouth of Little Clearfield Creek provided continuous record of stream stage, pH, specific conductance, and water temperature. Monthly water quality samples collected at this station were analyzed for total and dissolved metals, nutrients, major cations, and suspended sediment concentrations. Seventeen partial record sites, located throughout the basin, were similarly sampled four times during the study. Streamflow and water quality data obtained at these sites during a winter base flow, a spring storm event, a low summer base flow, and a more moderate summer base flow also are presented. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89247","usgsCitation":"Kostelnik, K.M., and Durlin, R., 1989, Streamflow and water-quality data for Little Clearfield Creek basin, Clearfield County, Pennsylvania, December 1987 - November 1988: U.S. Geological Survey Open-File Report 89-247, vi, 30 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89247.","productDescription":"vi, 30 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":153870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0247/report-thumb.jpg"},{"id":49184,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e86","contributors":{"authors":[{"text":"Kostelnik, K. M.","contributorId":34951,"corporation":false,"usgs":true,"family":"Kostelnik","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":181368,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Durlin, R.R.","contributorId":67116,"corporation":false,"usgs":true,"family":"Durlin","given":"R.R.","affiliations":[],"preferred":false,"id":181369,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2333,"text":"wsp2338 - 1989 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","interactions":[{"subject":{"id":15073,"text":"ofr86543 - 1987 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","indexId":"ofr86543","publicationYear":"1987","noYear":false,"title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer"},"predicate":"SUPERSEDED_BY","object":{"id":2333,"text":"wsp2338 - 1989 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","indexId":"wsp2338","publicationYear":"1989","noYear":false,"title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp2338","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2338","title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","docAbstract":"The highly permeable, unconfined, glacial-drift aquifers that occupy most New England river valleys constitute the principal source of drinking water for many of the communities that obtain part or all of their public water supply from ground water. Recent events have shown that these aquifers are highly susceptible to contamination that results from a number of sources, such as seepage from wastewater lagoons, leaking \r\npetroleum-product storage tanks, and road salting. \r\n\r\nTo protect the quality of water pumped from supply wells in these aquifers, it is necessary to ensure that potentially harmful contaminants do not enter the ground in the area that contributes water to the well. A high degree of protection can be achieved through the application of appropriate land-use controls within the contributing area. However, the contributing areas for most supply wells are not known. \r\n\r\nThis report describes the factors that affect the size and shape of contributing areas to public supply wells and evaluates several methods that may be used to delineate contributing areas of wells in glacial-drift, river-valley aquifers. Analytical, two-dimensional numerical, and three-dimensional numerical models were used to delineate contributing areas. These methods of analysis were compared by applying them to a hypothetical aquifer having the dimensions and geometry of a typical glacial-drift, river-valley aquifer. In the model analyses, factors that control the size and shape of a contributing area were varied over ranges of values common to glacial-drift aquifers in New England. The controlling factors include the rate of well discharge, rate of recharge to the aquifer from precipitation and from adjacent till and bedrock uplands, distance of a pumping well from a stream or other potential source of induced recharge, degree of hydraulic connection of the aquifer with a stream, horizontal hydraulic conductivity of the aquifer, ratio of horizontal to vertical hydraulic conductivity, and degree of well penetration. \r\n\r\nAnalytical methods proved easiest to apply but gave results that are considered to be less accurate than those obtainable by means of numerical-model analysis. Numerical models have the capability to more closely reflect the variable geohydrologic conditions typical of glacial-drift valley aquifers. For average conditions in the hypothetical aquifer, the analytical method predicts a contributing area limited to the well side of the river because a constant-head boundary simulated by image wells is used in the analytical model. For typical glacial-drift, river-valley aquifers, this simulation is unrealistic because drawdowns, caused by a pumping well, and the contributing area of the well can extend beneath and beyond a river or stream. \r\n\r\nA wide range of hydrologic conditions was simulated by using the two-dimensional numerical model. The resulting contributing area for a well pumped at 1.0 million gallons per day--a common pumping rate--ranged from about 0.9 to 1.8 square miles. Model analyses also show that the contributing area of pumped wells may be expected to extend to the opposite side of the river and to include significant areas of till uplands adjacent to the aquifer on both sides of the valley. \r\n\r\nSimulations done with the three-dimensional model allow a full three-dimensional delineation of the zone of contribution for a pumped well. For the relatively thin (100 feet or less) unconfined aquifers considered in this analysis, the three-dimensional model showed that the zone of contribution extended throughout the entire saturated thickness of aquifer; therefore, the two-dimensional simulations were considered adequate for delineating contributing areas in this particular hydrologic setting. For thicker aquifers, especially those having partially penetrating wells, three-dimensional models are preferable. \r\n\r\nValues for several of the factors that affect the size and shape of contributing recharge areas cannot be det","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2338","usgsCitation":"Morrissey, D.J., 1989, Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer: U.S. Geological Survey Water Supply Paper 2338, v, 41 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2338.","productDescription":"v, 41 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138464,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2338/report-thumb.jpg"},{"id":28194,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2338/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb1f0","contributors":{"authors":[{"text":"Morrissey, Daniel J.","contributorId":89875,"corporation":false,"usgs":true,"family":"Morrissey","given":"Daniel","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":145027,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":12380,"text":"ofr89249 - 1989 - Water Resources Research Grant Program Project Descriptions: Fiscal Year 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr89249","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":"89-249","title":"Water Resources Research Grant Program Project Descriptions: Fiscal Year 1988","docAbstract":"This report contains information on the 38 new projects funded by the U.S. Geological Survey's Water Resources Research Grant Program in fiscal year 1988 and on 11 projects completed during the year. For the new projects, the report gives the grant number, project title, performing organization, principal investigator(s), project duration, and a project description that includes: (1) identification of water-related problems and problem-solution approach, (2) contribution to problem solution, (3) objectives, and (4) approach. The 38 projects include 14 in the area of ground-water quality problems, 10 in the science and technology of water-quality management, 4 in climate variability and the hydrologic cycle, 7 in institutional change in water-resources management, and 3 in miscellaneous water-resources management problems.\r\n\r\nFor the 11 completed projects, the report gives the grant number, project title, performing organization, principal investigator(s), starting date, date of receipt of final report, and an abstract of the final report. Each project description provides the information needed to obtain a copy of the final report.\r\n\r\nThe report also contains tables showing (1) proposals received according to \r\narea of research interest, (2) grant awards and funding according to area of \r\nresearch interest, (3) proposals received according to type of submitting \r\norganization, and (4) awards and funding according to type of organization.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr89249","usgsCitation":"Lew, M., and McCoy, B.M., 1989, Water Resources Research Grant Program Project Descriptions: Fiscal Year 1988: U.S. Geological Survey Open-File Report 89-249, v, 97 p. **PUBLICATION PAGES ARE IN INCORRECT ORDER**, https://doi.org/10.3133/ofr89249.","productDescription":"v, 97 p. **PUBLICATION PAGES ARE IN INCORRECT ORDER**","temporalStart":"1987-10-01","temporalEnd":"1988-09-30","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":145650,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0249/report-thumb.jpg"},{"id":40615,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0249/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa3f7","contributors":{"authors":[{"text":"Lew, Melvin (compiler)","contributorId":16022,"corporation":false,"usgs":true,"family":"Lew","given":"Melvin","suffix":"(compiler)","affiliations":[],"preferred":false,"id":166035,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McCoy, Beverly M.","contributorId":11620,"corporation":false,"usgs":true,"family":"McCoy","given":"Beverly","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":166034,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2542,"text":"wsp2298 - 1989 - Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia","interactions":[{"subject":{"id":20561,"text":"ofr86321 - 1986 - Simulation of rainfall-runoff response in small coal-mined and in undisturbed watersheds in West Virginia","indexId":"ofr86321","publicationYear":"1986","noYear":false,"title":"Simulation of rainfall-runoff response in small coal-mined and in undisturbed watersheds in West Virginia"},"predicate":"SUPERSEDED_BY","object":{"id":2542,"text":"wsp2298 - 1989 - Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia","indexId":"wsp2298","publicationYear":"1989","noYear":false,"title":"Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:30","indexId":"wsp2298","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2298","title":"Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia","docAbstract":"Meteorologic and hydrologic data from five small watersheds in the coal areas of West Virginia were used to calibrate and test the U.S. Geological Survey Precipitation-Runoff Modeling System for simulating streamflow under various climatic and land-use conditions. Three of the basins--Horsecamp Run, Gilmer Run, and Collison Creek--are primarily forested and relatively undisturbed. The remaining basins--Drawdy Creek and Brier Creek-are extensively mined, both surface and underground above stream drainage level. \r\n\r\nLow-flow measurements at numerous synoptic sites in the mined basins indicate that coal mining has substantially altered the hydrologic system of each basin. The effects of mining on streamflow that were identified are (1) reduced base flow in stream segments underlain by underground mines, (2) increased base flow in streams that are downdip and stratigraphically below the elevation of the mined coal beds, and (3) interbasin transfer of ground water through underground mines. These changes probably reflect increased permeability of surface rocks caused by subsidence fractures associated with collapsed underground mines in the basin. Such fractures would increase downward percolation of precipitation, surface and subsurface flow, and ground-water flow to deeper rocks or to underground mine workings. \r\n\r\nModel simulations of the water budgets for the unmined basins during the 1972-73 water years indicate that total annual runoff averaged 60 percent of average annual precipitation; annual evapotranspiration losses averaged 40 percent of average annual precipitation. Of the total annual runoff, approximately 91 percent was surface and subsurface runoff and 9 percent was groundwater discharge. Changes in storage in the soil zone and in the subsurface and ground-water reservoirs in the basins were negligible. \r\n\r\nIn contrast, water-budget simulations for the mined basins indicate significant differences in annual recharge and in total annual runoff. Model simulations of the water budget for Drawdy Creek basin indicate that total annual runoff during 1972-73 averaged only 43 percent of average annual precipitation--the lowest of all study basins; annual evapotranspiration losses averaged 49 percent, and interbasin transfer of ground-water losses averaged about 8 percent. Of the total annual runoff, approximately 74 percent was surface and subsurface flow and 26 percent was ground-water discharge. The low total annual runoff at Drawdy Creek probably reflects increased recharge of precipitation and surface and subsurface flow losses to ground water. Most of the increase in ground-water storage is, in turn, lost to a ground-water sink--namely, interbasin transfer of ground water by gravity drainage and (or) mine pumpage from underground mines that extend to adjacent basins. \r\n\r\nHypothetical mining situations were posed for model analysis to determine the effects of increased mining on streamflow in the mined basins. Results of model simulations indicate that streamflow characteristics, the water budget, and the seasonal distribution of streamflow would be significantly modified in response to an increase in mining in the basins. Simulations indicate that (1) total annual runoff in the basins would decrease because of increased surface- and subsurface-flow losses and increased recharge of precipitation to ground water (these losses would tend to reduce medium to high flows mainly during winter and spring when losses would be greatest), (2) extreme high flows in response to intense rainstorms would be negligibly affected, regardless of the magnitude of mining in the basins, (3) ground-water discharge also would decrease during winter and spring, but the amount and duration of low flows during summer and fall would substantially increase in response to increased ground-water storage in rocks and in underground mines, and (4) the increase in ground-water storage in the basins would be depleted, mostly by increased losses to a grou","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2298","usgsCitation":"Puente, C., and Atkins, J.T., 1989, Simulation of rainfall-runoff response in mined and unmined watersheds in coal areas of West Virginia: U.S. Geological Survey Water Supply Paper 2298, iv, 48 p. :ill. (some col.) ;28 cm., https://doi.org/10.3133/wsp2298.","productDescription":"iv, 48 p. :ill. (some col.) ;28 cm.","costCenters":[],"links":[{"id":138652,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2298/report-thumb.jpg"},{"id":28783,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2298/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a376","contributors":{"authors":[{"text":"Puente, Celso","contributorId":36140,"corporation":false,"usgs":true,"family":"Puente","given":"Celso","email":"","affiliations":[],"preferred":false,"id":145374,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Atkins, John T. jtatkins@usgs.gov","contributorId":2804,"corporation":false,"usgs":true,"family":"Atkins","given":"John","email":"jtatkins@usgs.gov","middleInitial":"T.","affiliations":[],"preferred":true,"id":145373,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}