{"pageNumber":"1860","pageRowStart":"46475","pageSize":"25","recordCount":68927,"records":[{"id":18122,"text":"ofr89251 - 1989 - Ground-water resources of the Central Valley of California","interactions":[],"lastModifiedDate":"2012-02-02T00:07:16","indexId":"ofr89251","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":"89-251","title":"Ground-water resources of the Central Valley of California","language":"ENGLISH","publisher":"Department of the Interior, U.S. Geological Survey,","doi":"10.3133/ofr89251","usgsCitation":"Bertoldi, G.L., 1989, Ground-water resources of the Central Valley of California: U.S. Geological Survey Open-File Report 89-251, 2 p. :map ;28 cm., https://doi.org/10.3133/ofr89251.","productDescription":"2 p. :map ;28 cm.","costCenters":[],"links":[{"id":149233,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0251/report-thumb.jpg"},{"id":47476,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0251/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65aa30","contributors":{"authors":[{"text":"Bertoldi, Gilbert L.","contributorId":60208,"corporation":false,"usgs":true,"family":"Bertoldi","given":"Gilbert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":178587,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26204,"text":"wri884225 - 1989 - Water resources of Sedgwick County, Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri884225","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4225","title":"Water resources of Sedgwick County, Kansas","docAbstract":"Hydrologic data from streams, impoundments, and wells are interpreted to: (1) document water resources characteristics; (2) describe causes and extent of changes in water resources characteristics; and (3) evaluate water resources as sources of supply. During 1985, about 134,200 acre-ft of water (84% groundwater) were used for public (42%), irrigation, (40%), industrial (14%), and domestic (4%) supplies. Streamflow and groundwater levels are related directly to precipitation, and major rivers are sustained by groundwater inflow. Significant groundwater level declines have occurred only in the Wichita well field. The Arkansas and Ninnescah Rivers have sodium chloride type water; the Little Arkansas River, calcium bicarbonate type water. Water quality characteristics of water in small streams and wells depend primarily on local geology. The Wellington Formation commonly yields calcium sulfate type water; Ninnescah Shale and unconsolidated deposits generally yield calcium bicarbonate type water. Sodium chloride and calcium sulfate type water in the area often have dissolved-solids concentrations exceeding 1,000 mg/L. Water contamination by treated sewage effluent was detected inparts of the Arkansas River, Little Arkansas River, and Cowskin Creek. Nitrite plus nitrate as nitrogen contamination was detected in 11 of 101 wells; oilfield brine was detected in the Wichita-Valley Center Floodway, Prairie Creek, Whitewater Creek, and 16 of 101 wells; and agricultural pesticides were detected in 8 of 14 impoundments and 5 of 19 wells. Generally, the water is acceptable for most uses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884225","usgsCitation":"Bevans, H., 1989, Water resources of Sedgwick County, Kansas: U.S. Geological Survey Water-Resources Investigations Report 88-4225, viii, 119 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884225.","productDescription":"viii, 119 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4225/report-thumb.jpg"},{"id":54997,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4225/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54998,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4225/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54999,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4225/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69964f","contributors":{"authors":[{"text":"Bevans, H.E.","contributorId":102892,"corporation":false,"usgs":true,"family":"Bevans","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":195976,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26186,"text":"wri894160 - 1989 - Sedimentation of Lake Taneycomo, Missouri, 1913-1987","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri894160","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":"89-4160","title":"Sedimentation of Lake Taneycomo, Missouri, 1913-1987","docAbstract":"On the basis of the data from a sedimentation survey done by the U.S. Department of Agriculture, Soil Conservation Service, during 1935 and data collected by the U.S. Geological Survey during 1987, the volume of sediment accumulated in Lake Taneycomo from 1913 to 1935 and 1913 to 1987 was determined. Table Rock Dam, built directly upstream from Lake Taneycomo during 1958, eliminated about 92% of the 4,644-sq mi basin from contributing sediment directly to the lake. Cesium-137 isotope was used as a tracer in the sediment to determine the quantity of deposition in the lake after Table Rock Dam was completed. The relation between cross-sectional area and distance upstream from the dam (curve method) was used to determine the 1913 (original), the 1935, and the 1987 volumes of Lake Taneycomo. A total of 910,000,000 cu ft of sediment accumulated between 1913 and 1935, 42% of the original volume of the lake. A total of 1 ,066,000,000 cu ft of sediment accumulated between 1913 and 1987 , 49% of the original volume. Lake Taneycomo seems to be functioning as an alluvial river, responding to the new energy gradient established by the spillway at Ozark Beach Dam, and later to changes in the sediment load. The upper two-thirds of the lake seems to have been scoured after Table Rock Dam greatly decreased the sediment load to the lake. The cesium-137 analysis indicated that sediment is still accumulating in the lower reaches of the lake, with measured accumulation generally ranging from 0.2 to 2.6 ft. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-file report [distributor],","doi":"10.3133/wri894160","usgsCitation":"Berkas, W., 1989, Sedimentation of Lake Taneycomo, Missouri, 1913-1987: U.S. Geological Survey Water-Resources Investigations Report 89-4160, vii, 80 p. :ill. ;28 cm., https://doi.org/10.3133/wri894160.","productDescription":"vii, 80 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":157615,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4160/report-thumb.jpg"},{"id":54984,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4160/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a1ee","contributors":{"authors":[{"text":"Berkas, W.R.","contributorId":59808,"corporation":false,"usgs":true,"family":"Berkas","given":"W.R.","affiliations":[],"preferred":false,"id":195956,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27348,"text":"wri874051 - 1989 - Composition, distribution, and hydrologic effects of contaminated sediments resulting from the discharge of gold milling wastes to Whitewood Creek at Lead and Deadwood, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri874051","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":"87-4051","title":"Composition, distribution, and hydrologic effects of contaminated sediments resulting from the discharge of gold milling wastes to Whitewood Creek at Lead and Deadwood, South Dakota","docAbstract":"The Whitewood Creek-Belle Fourche-Cheyenne River stream system in western South Dakota has been extensively contaminated by the discharge to Whitewood Creek of about 100 million tons of mill tailings from gold-mining operations. The resulting contaminated sediments contain unusually large concentrations of arsenic, as much as 11,000 micrograms/g, derived from the mineral arsenopyrite, as well as potentially toxic constituents derived from the ore-body minerals or from the milling processes. Because of the anomalous arsenic concentrations associated with the contamination, arsenic was used as an indicator for a geochemically based, random, sediment-sampling program. Arsenic concentrations in shallow, contaminated sediments along the flood plains of the streams were from 1 to 3 orders of magnitude larger than arsenic concentrations in uncontaminated sediments in about 75% of the flood plains of Whitewood Creek and the Belle Fourche River. Appreciable surface-water contamination resulting from the contaminated sediments is confined to Whitewood Creek and a reach of the Belle Fourche River downstream from the mouth of Whitewood Creek. In Whitewood Creek , dissolved-arsenic concentrations vary from about 20 to 80 microgram/L during the year in response to variations in groundwater inflow and dilution, whereas total-recoverable-arsenic concentrations vary from about 20 to 8 ,000 micrograms/L during short periods in response to rapid changes in suspended-sediment concentration. Contamination of the alluvial aquifer along the stream system is limited to areas in direct contact with large deposits of contaminated sediments. Within the aquifer, arsenic concentrations are thought to be controlled by sorption-desorption on metallic hydroxides. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports, [distributor],","doi":"10.3133/wri874051","usgsCitation":"Goddard, K., 1989, Composition, distribution, and hydrologic effects of contaminated sediments resulting from the discharge of gold milling wastes to Whitewood Creek at Lead and Deadwood, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 87-4051, vii, 76 p. :ill. ;28 cm., https://doi.org/10.3133/wri874051.","productDescription":"vii, 76 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119753,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4051/report-thumb.jpg"},{"id":56210,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4051/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a7fd6","contributors":{"authors":[{"text":"Goddard, K.E.","contributorId":82319,"corporation":false,"usgs":true,"family":"Goddard","given":"K.E.","email":"","affiliations":[],"preferred":false,"id":197956,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27270,"text":"wri874195 - 1989 - Hydrogeology of the Leadville limestone and other paleozoic rocks in northwestern Colorado, with results of aquifer tests at Glenwood Springs","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri874195","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":"87-4195","title":"Hydrogeology of the Leadville limestone and other paleozoic rocks in northwestern Colorado, with results of aquifer tests at Glenwood Springs","docAbstract":"Paleozoic rocks in northwestern Colorado were investigated during the U.S. Geological Survey 's Regional Aquifer Systems Analysis of the Upper Colorado River Basin. Paleozoic rocks in the study area are grouped into 11 hydrostratigraphic units on the basis of lithologic and hydrologic properties. Devonian and Mississippian carbonate rocks and Pennsylvanian and Permian sandstone are regional aquifers, with natural discharges commonly ranging from 50 to 1,000 gal/min. Other hydrostratigraphic units in the area are either local aquifers or confining layers, with discharges rarely exceeding 50 gal/min. Aquifer tests at Glenwood Springs indicate that the Devonian and Mississippian carbonate rocks unit locally has a transmissivity of 47,000 sq ft/day, a storage coefficient of 0.0005, and a hydraulic conductivity of more than 100 ft/day. Hydraulic conductivities in most hydrostratigraphic units decrease with distance away from structural uplifts. Water in the Devonian and Mississippian carbonate rocks unit flows from structural uplifts to structural and fluvial basins. This hydrostratigraphic unit supplies water to streams that drain the White River Plateau, hot springs at Glenwood Springs, and artesian wells in the Burns basin. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri874195","usgsCitation":"Geldon, A.L., 1989, Hydrogeology of the Leadville limestone and other paleozoic rocks in northwestern Colorado, with results of aquifer tests at Glenwood Springs: U.S. Geological Survey Water-Resources Investigations Report 87-4195, vi, 96 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874195.","productDescription":"vi, 96 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124127,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4195/report-thumb.jpg"},{"id":56149,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4195/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db6150ba","contributors":{"authors":[{"text":"Geldon, Arthur L.","contributorId":16395,"corporation":false,"usgs":true,"family":"Geldon","given":"Arthur","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197830,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25803,"text":"wri894141 - 1989 - Transport and fate of acetone in an outdoor model stream, Stennis Space Center near Bay St Louis, Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri894141","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":"89-4141","title":"Transport and fate of acetone in an outdoor model stream, Stennis Space Center near Bay St Louis, Mississippi","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894141","usgsCitation":"Rathbun, R.E., Shultz, D., Stephens, D.W., and Tai, D.Y., 1989, Transport and fate of acetone in an outdoor model stream, Stennis Space Center near Bay St Louis, Mississippi: U.S. Geological Survey Water-Resources Investigations Report 89-4141, xii, 101 p. :ill. ;28 cm., https://doi.org/10.3133/wri894141.","productDescription":"xii, 101 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158341,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4141/report-thumb.jpg"},{"id":54546,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db626c21","contributors":{"authors":[{"text":"Rathbun, R. E.","contributorId":61796,"corporation":false,"usgs":true,"family":"Rathbun","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":195141,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shultz, D.J.","contributorId":60246,"corporation":false,"usgs":true,"family":"Shultz","given":"D.J.","email":"","affiliations":[],"preferred":false,"id":195140,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stephens, D. W.","contributorId":68335,"corporation":false,"usgs":true,"family":"Stephens","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":195142,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Tai, D. Y.","contributorId":59778,"corporation":false,"usgs":true,"family":"Tai","given":"D.","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":195139,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25742,"text":"wri884089 - 1989 - Reconnaissance study of water and bottom material quality in the lower Calcasieu River, southwestern Louisiana, May 29-30, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:14","indexId":"wri884089","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4089","title":"Reconnaissance study of water and bottom material quality in the lower Calcasieu River, southwestern Louisiana, May 29-30, 1985","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884089","usgsCitation":"Demas, C.R., 1989, Reconnaissance study of water and bottom material quality in the lower Calcasieu River, southwestern Louisiana, May 29-30, 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4089, viii, 51 p. :ill. ;27 cm., https://doi.org/10.3133/wri884089.","productDescription":"viii, 51 p. :ill. ;27 cm.","costCenters":[],"links":[{"id":156716,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4089/report-thumb.jpg"},{"id":54503,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4089/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db6366aa","contributors":{"authors":[{"text":"Demas, C. R.","contributorId":77178,"corporation":false,"usgs":true,"family":"Demas","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":194885,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":27208,"text":"wri894005 - 1989 - Quality of bottom material and elutriates in the lower Willamette River, Portland Harbor, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T08:22:41","indexId":"wri894005","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":"89-4005","title":"Quality of bottom material and elutriates in the lower Willamette River, Portland Harbor, Oregon","docAbstract":"In October 1983 the U.S. Geological Survey, in cooperation with the U.S. Army Corp of Engineers, collected bottom-material and water samples from Portland Harbor, Oregon to determine concentrations of trace metals and organic compounds in elutriate-test filtrate and bottom material. Of the trace metals examined in bottom material, concentrations of cadmium slightly exceed those of local rocks, whereas lead and zinc exceedance is substantially larger. Of the organochlorine compounds examined in bottom material chlordane, DDD, DDE, DDT, dieldrin, and polychlorinated biphenyls (PCB's) were detected and quantified in at least 30% of the samples tested. A large DDT concentration (2,700 microgram/kilogram) near Doane Lake outlet is indicative of recent contamination. Polychlorinated biphenyls are ubiquitous in bottom sediments; median concentrations are nearly 65 micrograms/kilogram and as large as 550 microgram/kilogram. PCB loading to the Columbia River from Willamette River suspended sediment has been estimated to be 72 kilograms/year, nearly five times the PCB dredge load of 15 kilogram/year. The acid and base-neutral extractable di-n-butyl phthalate and bis (2-ethylhexyl)phthalate occur in sediments of Terminal No. 2 in concentrations as large as 1,965 and 2,200 micrograms/kilogram, respectively. Of the trace metals examined in both standard and oxic elutriate-test filtrate, only copper concentration in an oxic elutriate-test filtrate (19 micrograms/L) exceeded the water quality criteria (5.7 micrograms/L). (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894005","usgsCitation":"Fuhrer, G.J., 1989, Quality of bottom material and elutriates in the lower Willamette River, Portland Harbor, Oregon: U.S. Geological Survey Water-Resources Investigations Report 89-4005, v, 30 p. :ill., one map ;28 cm., https://doi.org/10.3133/wri894005.","productDescription":"v, 30 p. :ill., one map ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":158608,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4005/report-thumb.jpg"},{"id":56083,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4005/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a10e","contributors":{"authors":[{"text":"Fuhrer, Gregory J. gjfuhrer@usgs.gov","contributorId":944,"corporation":false,"usgs":true,"family":"Fuhrer","given":"Gregory","email":"gjfuhrer@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":197735,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4696,"text":"twri03A9 - 1989 - Measurement of time of travel in streams by dye tracing","interactions":[],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri03A9","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"03-A9","title":"Measurement of time of travel in streams by dye tracing","docAbstract":"The use of fluorescent dyes and tracing techniques provides\r\na means for measuring the time-of-travel and dispersion\r\ncharacteristics of steady and gradually varied flow in\r\nstreams. Measurements of the dispersion and concentration\r\nof dyes give insight into the behavior of soluble contaminants\r\nthat may be introduced into a stream.\r\nThis manual describes methods of measuring time of\r\ntravel of water and waterborne solutes by dye tracing. The\r\nfluorescent dyes, measuring equipment used, and the field\r\nand laboratory procedures are also described.\r\nMethods of analysis and presentation to illustrate time-oftravel\r\nand dispersion characteristics of streams are provided.","language":"ENGLISH","publisher":"U.S. G.P.O. ;For sale by the U.S. Geological Survey, Books and Open-File Reports,","doi":"10.3133/twri03A9","issn":"0565-596X","usgsCitation":"Kilpatrick, F.A., and Wilson, J.F., 1989, Measurement of time of travel in streams by dye tracing (Revision - 1989): U.S. Geological Survey Techniques of Water-Resources Investigations 03-A9, viii, 27 p. :ill. ;28 cm., https://doi.org/10.3133/twri03A9.","productDescription":"viii, 27 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":139104,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri3-a9/","linkFileType":{"id":5,"text":"html"}}],"edition":"Revision - 1989","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611242","contributors":{"authors":[{"text":"Kilpatrick, F. A.","contributorId":22319,"corporation":false,"usgs":true,"family":"Kilpatrick","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":149635,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, James F.","contributorId":84737,"corporation":false,"usgs":true,"family":"Wilson","given":"James","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":149636,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27210,"text":"wri884099 - 1989 - The vertical distribution of selected trace metals and organic compounds in bottom materials of the proposed lower Columbia River export channel, Oregon, 1984","interactions":[],"lastModifiedDate":"2017-02-07T08:21:23","indexId":"wri884099","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4099","title":"The vertical distribution of selected trace metals and organic compounds in bottom materials of the proposed lower Columbia River export channel, Oregon, 1984","docAbstract":"A proposal to deepen the lower Columbia River navigation channel in Oregon prompted a study of the vertical distribution of selected trace metals and organic compounds in bottom sediments. These data are needed to evaluate the effects of dredging and disposal operations. Elutriation testing of bottom material indicated chemical concentrations as large as 900 ug/L for barium, 6,500 ug/L for manganese, and 14 ug/L for nickel. The amount of oxygen present during elutriation testing of reduced bottom material was shown to have a negligble effect on manganese elutriate-test concentrations, but it did affect barium and iron concentrations. Sediment-associated organochlorine compounds detected in bottom-sediment core samples were as large as 0.1 ug/kg (micrograms/kilogram) for aldrin, 2.0 ug/kg for chlordane, 27 ug/kg for DDD, 5.0 ug/kg for DDE, 0.2 ug/kg for DDT, 0.2 ug/kg for dieldrin, 37 ug/kg for PCB 's 1.0 ug/kg for PCN 's and 1.0 ug/kg for heptachlor epoxide. Concentrations of cadmium, lead, and zinc in selected cores were found to exceed those of local basalts. Concentrations of cadmium, lead, and zinc were as large as 3.6 ug/g, 26 ug/g, and 210 ug/g respectively. Bottom-sediment concentrations of cadmium , chromium, copper, iron, and zinc associated with the less-than-100-micrometer size fraction are larger than those associated with the greater-than-100-micrometer fraction. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884099","usgsCitation":"Fuhrer, G.J., and Horowitz, A.J., 1989, The vertical distribution of selected trace metals and organic compounds in bottom materials of the proposed lower Columbia River export channel, Oregon, 1984: U.S. Geological Survey Water-Resources Investigations Report 88-4099, vi, 40 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884099.","productDescription":"vi, 40 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":158610,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4099/report-thumb.jpg"},{"id":56086,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4099/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdb4e","contributors":{"authors":[{"text":"Fuhrer, Gregory J. gjfuhrer@usgs.gov","contributorId":944,"corporation":false,"usgs":true,"family":"Fuhrer","given":"Gregory","email":"gjfuhrer@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":197738,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Horowitz, Arthur J. 0000-0002-3296-730X horowitz@usgs.gov","orcid":"https://orcid.org/0000-0002-3296-730X","contributorId":1400,"corporation":false,"usgs":true,"family":"Horowitz","given":"Arthur","email":"horowitz@usgs.gov","middleInitial":"J.","affiliations":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true},{"id":316,"text":"Georgia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":197739,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57520,"text":"wdrAK881 - 1989 - Water Resources Data for Alaska, Water Year 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:12:10","indexId":"wdrAK881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AK-88-1","title":"Water Resources Data for Alaska, Water Year 1988","language":"ENGLISH","doi":"10.3133/wdrAK881","usgsCitation":"Bigelow, B.B., Lamke, R., Still, P., VanMaanen, J., and Burrows, R., 1989, Water Resources Data for Alaska, Water Year 1988: U.S. Geological Survey Water Data Report AK-88-1, 196 p., https://doi.org/10.3133/wdrAK881.","productDescription":"196 p.","costCenters":[],"links":[{"id":185378,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd17d","contributors":{"authors":[{"text":"Bigelow, B. B.","contributorId":76317,"corporation":false,"usgs":true,"family":"Bigelow","given":"B.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":257252,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamke, R. D.","contributorId":32539,"corporation":false,"usgs":true,"family":"Lamke","given":"R. D.","affiliations":[],"preferred":false,"id":257251,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Still, P.J.","contributorId":83152,"corporation":false,"usgs":true,"family":"Still","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":257253,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"VanMaanen, J.L.","contributorId":100072,"corporation":false,"usgs":true,"family":"VanMaanen","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":257254,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Burrows, R.L.","contributorId":19977,"corporation":false,"usgs":true,"family":"Burrows","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":257250,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":25494,"text":"wri894146 - 1989 - Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:14","indexId":"wri894146","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":"89-4146","title":"Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho","docAbstract":"Water from four wells completed in the Snake River Plain aquifer was sampled as part of the U.S. Geological Survey 's quality assurance program to evaluate the effect of filtration and preservation methods on strontium-90 concentrations in groundwater at the Idaho National Engineering Laboratory. Water from each well was filtered through either a 0.45-micrometer membrane or a 0.1-micrometer membrane filter; unfiltered samples also were collected. Two sets of filtered and two sets of unfiltered samples was preserved in the field with reagent-grade hydrochloric acid and the other set of samples was not acidified. For water from wells with strontium-90 concentrations at or above the reporting level, 94% or more of the strontium-90 is in true solution or in colloidal particles smaller than 0.1 micrometer. These results suggest that within-laboratory reproducibility for strontium-90 in groundwater at the INEL is not significantly affected by changes in filtration and preservation methods used for sample collections. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894146","usgsCitation":"Cecil, L., Knobel, L., Wegner, S., and Moore, L., 1989, Evaluation of field sampling and preservation methods for strontium-90 in ground water at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 89-4146, iv, 24 p. :ill. ;28 cm., https://doi.org/10.3133/wri894146.","productDescription":"iv, 24 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118888,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4146/report-thumb.jpg"},{"id":54216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faddd","contributors":{"authors":[{"text":"Cecil, L.D.","contributorId":62616,"corporation":false,"usgs":true,"family":"Cecil","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":193923,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knobel, L.L.","contributorId":83115,"corporation":false,"usgs":true,"family":"Knobel","given":"L.L.","affiliations":[],"preferred":false,"id":193924,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wegner, S.J.","contributorId":36950,"corporation":false,"usgs":true,"family":"Wegner","given":"S.J.","email":"","affiliations":[],"preferred":false,"id":193922,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Moore, L.L.","contributorId":108145,"corporation":false,"usgs":true,"family":"Moore","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":193925,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":25486,"text":"wri874194 - 1989 - Estimation of flood-frequency characteristics and the effects of urbanization for streams in the Philadelphia, Pennsylvania area","interactions":[],"lastModifiedDate":"2017-07-06T10:16:20","indexId":"wri874194","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":"87-4194","title":"Estimation of flood-frequency characteristics and the effects of urbanization for streams in the Philadelphia, Pennsylvania area","docAbstract":"This report provides a method for estimating the magnitude and frequency of floods for small streams in the Philadelphia, Pennsylvania area. Data collected at 21 streamflow gaging stations were used in a multiple-regression analysis to develop equations for computation of peak-flow characteristics. The flood equations were determined by relating flood-frequency characteristics computed using observed flow data from 13 stations and synthetically derived flow data from 8 stations to measurable basin characteristics. Significant characteristics in the equations are drainage area and impervious cover. Standard errors of estimate for the regression equations ranged from 38 to 43 percent. The equations can be used to determine peak-flow characteristics and to estimate the effect of urbanization on small streams with drainage areas from 1.1 to 64 square miles. The analyses indicate that increasing impervious area can significaantly increase peak flows. Examples are given for computing flood frequency for a site on an ungaged stream for an ungaged site on a gaged stream.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874194","usgsCitation":"Bailey, J., Thomas, W., Wetzel, K.L., and Ross, T., 1989, Estimation of flood-frequency characteristics and the effects of urbanization for streams in the Philadelphia, Pennsylvania area: U.S. Geological Survey Water-Resources Investigations Report 87-4194, v, 71 p., https://doi.org/10.3133/wri874194.","productDescription":"v, 71 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":121108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4194/report-thumb.jpg"},{"id":54208,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4194/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb4d2","contributors":{"authors":[{"text":"Bailey, J.F.","contributorId":57889,"corporation":false,"usgs":true,"family":"Bailey","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":193890,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, W.O. Jr.","contributorId":32133,"corporation":false,"usgs":true,"family":"Thomas","given":"W.O.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":193889,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wetzel, K. L.","contributorId":14418,"corporation":false,"usgs":true,"family":"Wetzel","given":"K.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":193888,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Ross, T.J.","contributorId":82736,"corporation":false,"usgs":true,"family":"Ross","given":"T.J.","email":"","affiliations":[],"preferred":false,"id":193891,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":41184,"text":"ofr89417 - 1989 - Potentiometric surface of the upper Floridan Aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:10:32","indexId":"ofr89417","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":"89-417","title":"Potentiometric surface of the upper Floridan Aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1989","language":"ENGLISH","doi":"10.3133/ofr89417","usgsCitation":"Schiner, G.R., 1989, Potentiometric surface of the upper Floridan Aquifer in the St. Johns River Water Management District and vicinity, Florida, May 1989: U.S. Geological Survey Open-File Report 89-417, 1 map :photocopy ;103 x 62 cm., on sheet 122 x 76 cm., https://doi.org/10.3133/ofr89417.","productDescription":"1 map :photocopy ;103 x 62 cm., on sheet 122 x 76 cm.","costCenters":[],"links":[{"id":173285,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79016,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0417/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682e5a","contributors":{"authors":[{"text":"Schiner, George R.","contributorId":22743,"corporation":false,"usgs":true,"family":"Schiner","given":"George","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":224619,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":50790,"text":"ofr89115B - 1989 - Potential-field geophysical programs for VAX 7xx computers; source code (programs A-G)","interactions":[],"lastModifiedDate":"2013-02-25T14:27:25","indexId":"ofr89115B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-115","chapter":"B","title":"Potential-field geophysical programs for VAX 7xx computers; source code (programs A-G)","language":"ENGLISH","doi":"10.3133/ofr89115B","collaboration":"The USGS does not support this software or technical questions for the software associated with the publication.","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1989, Potential-field geophysical programs for VAX 7xx computers; source code (programs A-G): U.S. Geological Survey Open-File Report 89-115, 1 computer disk (5 1/4 in.), https://doi.org/10.3133/ofr89115B.","productDescription":"1 computer disk (5 1/4 in.)","costCenters":[],"links":[{"id":177099,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268245,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/ofr/1989/0115b/application.zip"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db6832dc","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532069,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":25518,"text":"wri894104 - 1989 - Geochemistry of soils and shallow ground water, with emphasis on arsenic and selenium, in part of the Garrison Diversion Unit, North Dakota, 1985-87","interactions":[],"lastModifiedDate":"2018-03-08T12:43:07","indexId":"wri894104","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":"89-4104","title":"Geochemistry of soils and shallow ground water, with emphasis on arsenic and selenium, in part of the Garrison Diversion Unit, North Dakota, 1985-87","docAbstract":"<p>The Garrison Diversion Unit is being constructed to transfer water from the Missouri River (Lake Sakakawea) to areas in east-central and southeastern North Dakota for expanded irrigation of agricultural lands. During initial investigations of irrigation return flows in 1969-76, the potential effects of toxic elements were considered, and the U.S. Bureau of Reclamation concluded these elements would have no adverse effects on streams receiving return flows. After the development of problems associated with selenium in irrigation return flows in the western San Joaquin Valley, Calif., in 1985, the U.S. Bureau of Reclamation initiated additional studies, including an investigation conducted in cooperation with the U.S. Geological Survey, to assist in collecting and evaluating trace-element data. Also, in 1986, with the passage of the Garrison Diversion Unit Reformulation Act, Congress mandated that soil surveys be conducted to determine if there are \"*** soil characteristics which might result in toxic or hazardous irrigation return flows.\"</p><p>In order to address this issue, an investigation was conducted during 1995-87 by the U.S. Geological Survey in cooperation with the U.S. Bureau of Reclamation to determine the occurrence and distribution of arsenic, selenium, and other trace elements in the soils of six potential irrigation areas along the Garrison Diversion Unit route and in the James River basin. A total of 165 soil samples were collected and analyzed for total concentrations of as many as 42 elements, including arsenic and selenium. In addition, 81 of the samples were analyzed for water-extractable concentrations of 14 elements, including arsenic and selenium, to aid in determining the extent to which they might be mobilized by the irrigation water. In a detailed phase of the investigation, 376 water samples were collected in one of the six potential irrigation areas, the west Oakes irrigation area. Most of these samples were analyzed for arsenic, selenium, and as many as 28 other elements.</p><p>Results of the investigation indicate that soils in the potential irrigation areas contain small concentrations of arsenic, selenium, and other trace elements. The geometric mean concentrations of total arsenic and selenium were 4.15 and 0.13 milligrams per kilogram, respectively, which&nbsp;are considerably smaller than those measured in the western San Joaquin Valley, Calif., and soils from other areas in the western United States. Water-extractable concentrations of arsenic and selenium, determined on 1:5 soil to water extractions, generally were less than 10 percent of the total concentrations. The geometric mean water-extractable concentrations for both elements were 0.02 milligram per kilogram or less.</p><p>The median and maximum concentrations of all constituents and properties indicative of irrigation drainage were tens to hundreds of times smaller in the Oakes test area drains than in western San Joaquin Valley drains. The maximum arsenic concentration in ground-water samples was 44 micrograms per liter, and the median concentration was 4 micrograms per liter. The maximum concentration in drain samples was 11 micrograms per liter, and the median concentration was 3 micrograms per liter.</p><p>Only 22 percent of the water samples collected from wells in the Oakes test area contained detectable concentrations (1 microgram per liter or more) of selenium. However, selenium was detected in 63 percent of the samples collected from sites on drains. The greater incidence of detection of selenium in the drain samples is interpreted as an effect of the more oxidizing environment of the drains, which are about 8 feet below land surface near the top of the water table. The median selenium concentration in the drain samples, however, was only 1 microgram per liter, and the maximum concentration in 63 drain samples was 4 micrograms per liter. For comparison, the median selenium concentrations reported for drains in the western San Joaquin Valley, Calif., ranged from 84 to 320 micrograms per liter. Mater from two observation wells had the largest selenium concentrations (8 and 9 micrograms per liter) measured during the investigation. These were the only two samples that exceeded any of the water-quality regulations, standards, or criteria for selenium. </p><p>Mercury and boron were the only other trace elements that exceeded standards and criteria. The median concentration of mercury was less than 0.1 microgram per liter, and the maximum concentration was 0.8 microgram per liter. The chronic freshwater-aquatic-life criterion for mercury (0.012 microgram per liter) is about 10 times less than the laboratory detection limit and is derived from bioconcentration factors based on methylmercury. Two boron samples exceeded the irrigation criteria of 750 micrograms per liter. Comparisons with criteria and standards indicate that the concentrations of trace elements determined in samples from wells and drains in the Oakes test area during this investigation should not adversely affect human and aquatic life or irrigated crops. </p><p>The data collected indicate that the soils and ground water in the Garrison Diversion Unit contain small concentrations of trace elements, including arsenic and selenium. Based on a detailed study of soils and ground water in the west Oakes irrigation area, however, there is no evidence that expanded irrigation will mobilize these elements in concentrations large enough to adversely affect aquatic life in the James River ecosystem, based on current regulations, standards, and criteria. Data are not currently available to make definitive statements about selenium concentrations in ground water in Garrison Diversion Unit irrigation areas other than the west&nbsp;Oakes Irrigation area. Data available on total and water-extractable selenium concentrations in soils t however, indicate that concentrations in ground water would be similar to those determined in the west Oakes irrigation area. Plans have been developed to sample ground water in the additional areas.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894104","usgsCitation":"Goolsby, D.A., Severson, R.C., Wilson, S., and Webber, K., 1989, Geochemistry of soils and shallow ground water, with emphasis on arsenic and selenium, in part of the Garrison Diversion Unit, North Dakota, 1985-87: U.S. Geological Survey Water-Resources Investigations Report 89-4104, viii, 132 p., https://doi.org/10.3133/wri894104.","productDescription":"viii, 132 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":122870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4104/report-thumb.jpg"},{"id":54235,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa69c","contributors":{"authors":[{"text":"Goolsby, D. 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,{"id":55210,"text":"wdrIA881 - 1989 - Water resources data Iowa, water year 1988","interactions":[],"lastModifiedDate":"2016-03-09T13:16:50","indexId":"wdrIA881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"IA-88-1","title":"Water resources data Iowa, water year 1988","docAbstract":"<p>Water resources data for the 1988 water year for Iowa consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; ground water levels and water quality of ground-water wells. This report contains records of water discharge for 117 stream-gaging stations; stage or contents for 7 lakes and reservoirs; water quality for 9 stream-gaging stations; sediment records for 8 stream-gaging stations; water levels for 108 observation wells; and chemical analyses for 153 municipal wells. Also included are 113 crests-stage partial-record stations. Additional water data were collected at various sites, not part of the systematic data-collection program, and are published as miscellaneous discharge measurements and miscellaneous water-quality analyses.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wdrIA881","usgsCitation":"Melcher, N., Detroy, M., Karsten, R., and Matthes, W., 1989, Water resources data Iowa, water year 1988: U.S. Geological Survey Water Data Report IA-88-1, xv, 377 p., https://doi.org/10.3133/wdrIA881.","productDescription":"xv, 377 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":87927,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1988/ia-88-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":181199,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1988/ia-88-1/report-thumb.jpg"}],"country":"United States","state":"Iowa","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-91.217706,43.50055],[-91.216035,43.481142],[-91.233367,43.455168],[-91.200359,43.412701],[-91.198953,43.389835],[-91.21477,43.365874],[-91.20662,43.352524],[-91.132813,43.32803],[-91.107237,43.313645],[-91.07371,43.274746],[-91.071698,43.261014],[-91.058644,43.257679],[-91.066398,43.239293],[-91.12217,43.197255],[-91.1462,43.152405],[-91.1562,43.142945],[-91.175253,43.134665],[-91.179457,43.067427],[-91.156562,42.978226],[-91.14543,42.958211],[-91.14988,42.941955],[-91.1438,42.922877],[-91.146177,42.90985],[-91.100565,42.883078],[-91.097656,42.859871],[-91.091837,42.851225],[-91.09406,42.830813],[-91.078665,42.827678],[-91.069549,42.769628],[-91.060261,42.761847],[-91.065783,42.753387],[-91.056297,42.747341],[-91.051275,42.737001],[-91.035418,42.73734],[-91.026786,42.724228],[-91.000128,42.716189],[-90.977735,42.696816],[-90.949213,42.685573],[-90.923634,42.6855],[-90.88743,42.67247],[-90.731132,42.643437],[-90.706303,42.634169],[-90.692031,42.610366],[-90.686975,42.591774],[-90.661527,42.567999],[-90.654127,42.5499],[-90.643927,42.540401],[-90.636927,42.513202],[-90.655927,42.491703],[-90.654027,42.478503],[-90.624328,42.458904],[-90.567968,42.440389],[-90.560439,42.432897],[-90.555018,42.416138],[-90.477279,42.383794],[-90.462619,42.367253],[-90.443874,42.355218],[-90.416535,42.325109],[-90.430884,42.27823],[-90.419326,42.254467],[-90.400653,42.239293],[-90.391108,42.225473],[-90.356964,42.205445],[-90.328273,42.201047],[-90.282173,42.178846],[-90.234919,42.165431],[-90.209479,42.15268],[-90.197342,42.128163],[-90.167533,42.122475],[-90.161159,42.106372],[-90.168358,42.075779],[-90.164485,42.042105],[-90.151579,42.030633],[-90.140061,42.003252],[-90.146225,41.981329],[-90.164135,41.956178],[-90.163847,41.944934],[-90.152659,41.933058],[-90.153584,41.906614],[-90.181401,41.844647],[-90.181973,41.80707],[-90.278633,41.767358],[-90.310708,41.742214],[-90.317668,41.72269],[-90.313435,41.698082],[-90.334525,41.679559],[-90.343452,41.646959],[-90.339528,41.598633],[-90.343228,41.587833],[-90.41283,41.565333],[-90.461432,41.523533],[-90.500633,41.518033],[-90.540935,41.526133],[-90.591037,41.512832],[-90.602137,41.506032],[-90.605937,41.494232],[-90.655839,41.462132],[-90.750142,41.449632],[-90.846558,41.455141],[-90.930016,41.421404],[-90.979815,41.434321],[-91.027787,41.423603],[-91.043988,41.415897],[-91.05101,41.387556],[-91.06652,41.365246],[-91.074841,41.305578],[-91.092034,41.286911],[-91.114186,41.250029],[-91.113648,41.241401],[-91.07298,41.207151],[-91.041536,41.166138],[-91.027214,41.163373],[-91.007586,41.166183],[-90.99496,41.160624],[-90.946627,41.096632],[-90.949383,41.072711],[-90.942253,41.034702],[-90.945949,41.006495],[-90.958142,40.979767],[-90.952233,40.954047],[-90.965344,40.921633],[-91.009536,40.900565],[-91.021562,40.884021],[-91.044653,40.868356],[-91.05643,40.848387],[-91.092993,40.821079],[-91.097649,40.805575],[-91.091703,40.779708],[-91.110424,40.745528],[-91.115735,40.725168],[-91.11194,40.697018],[-91.123928,40.669152],[-91.185428,40.638071],[-91.253074,40.637962],[-91.306524,40.626231],[-91.339719,40.613488],[-91.359873,40.601805],[-91.379752,40.57445],[-91.401482,40.559458],[-91.406373,40.551831],[-91.404125,40.539127],[-91.384531,40.530948],[-91.369059,40.512532],[-91.364211,40.500043],[-91.364915,40.484168],[-91.381769,40.442555],[-91.372554,40.4012],[-91.381958,40.387632],[-91.419422,40.378264],[-91.441243,40.386255],[-91.452458,40.375501],[-91.463895,40.375659],[-91.465116,40.385257],[-91.484507,40.3839],[-91.490977,40.393484],[-91.487829,40.403866],[-91.498093,40.401926],[-91.522333,40.409648],[-91.527057,40.416689],[-91.519012,40.431298],[-91.529132,40.434272],[-91.533548,40.440804],[-91.523271,40.450061],[-91.526155,40.458625],[-91.552691,40.458769],[-91.574746,40.465664],[-91.590817,40.492292],[-91.621353,40.510072],[-91.618028,40.53403],[-91.6219,40.542292],[-91.6887,40.55739],[-91.691557,40.564867],[-91.686357,40.580875],[-91.716769,40.59853],[-91.729115,40.61364],[-92.686693,40.589809],[-94.294813,40.571341],[-94.632032,40.571186],[-95.765645,40.585208],[-95.753148,40.59284],[-95.748626,40.603355],[-95.768926,40.621264],[-95.776251,40.647463],[-95.795489,40.662384],[-95.822913,40.66724],[-95.842801,40.677496],[-95.852615,40.702262],[-95.883178,40.717579],[-95.888907,40.731855],[-95.879027,40.753081],[-95.84662,40.768619],[-95.835232,40.779151],[-95.834523,40.787778],[-95.845342,40.811324],[-95.837186,40.835347],[-95.847084,40.854174],[-95.847785,40.864328],[-95.838735,40.872191],[-95.815933,40.879846],[-95.809474,40.891228],[-95.813458,40.901693],[-95.836438,40.921642],[-95.839743,40.93278],[-95.829074,40.975688],[-95.838908,40.986484],[-95.867286,41.001599],[-95.869486,41.009399],[-95.859918,41.025403],[-95.859654,41.035695],[-95.882415,41.060411],[-95.862587,41.088399],[-95.865888,41.117898],[-95.88208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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6996d6","contributors":{"authors":[{"text":"Melcher, N.B.","contributorId":71554,"corporation":false,"usgs":true,"family":"Melcher","given":"N.B.","email":"","affiliations":[],"preferred":false,"id":252912,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Detroy, M.G.","contributorId":6066,"corporation":false,"usgs":true,"family":"Detroy","given":"M.G.","affiliations":[],"preferred":false,"id":252910,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Karsten, R.A.","contributorId":51755,"corporation":false,"usgs":true,"family":"Karsten","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":252911,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Matthes, W.J.","contributorId":103348,"corporation":false,"usgs":true,"family":"Matthes","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":252913,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":41146,"text":"ofr89258 - 1989 - Physical and chemical data from two water-quality surveys of streams in the Lewisville Lake watershed, north-central Texas, 1984 and 1985","interactions":[],"lastModifiedDate":"2021-08-16T20:06:23.346473","indexId":"ofr89258","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":"89-258","title":"Physical and chemical data from two water-quality surveys of streams in the Lewisville Lake watershed, north-central Texas, 1984 and 1985","docAbstract":"<p>Physical and chemical water-quality data and nitrogen and phosphorus yields for 29 sites sampled in two synoptic surveys of streams within the Lewisville Lake watershed are presented in this report. The two synoptic surveys were conducted in March 1984 and March 1985, as a reconnaissance and assessment of water quality and nitrogen and phosphorus yields throughout the watershed. This work was cooperatively funded by the city of Dallas and the U.S. Geological Survey (USGS) as part of a hydrologic study to quantify nonpoint nutrient loads to Lewisville Lake.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr89258","collaboration":"Prepared in cooperation with the City of Dallas","usgsCitation":"Gain, W.S., 1989, Physical and chemical data from two water-quality surveys of streams in the Lewisville Lake watershed, north-central Texas, 1984 and 1985: U.S. Geological Survey Open-File Report 89-258, 2 Plates: 26.72 x 17.59 inches and 27.16 x 17.44 inches, https://doi.org/10.3133/ofr89258.","productDescription":"2 Plates: 26.72 x 17.59 inches and 27.16 x 17.44 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":326476,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr89258.JPG"},{"id":387931,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17616.htm"},{"id":78985,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0258/plate-1.pdf"},{"id":78986,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0258/plate-2.pdf"}],"country":"United States","state":"Texas","otherGeospatial":"Lewisville Lake watershed","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.652,\n              33.0600\n            ],\n            [\n              -96.6890,\n              33.0600\n            ],\n            [\n              -96.6890,\n              33.7390\n            ],\n            [\n              -97.652,\n              33.7390\n            ],\n            [\n              -97.6520,\n              33.0600\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c75","contributors":{"authors":[{"text":"Gain, W. Scott wsgain@usgs.gov","contributorId":346,"corporation":false,"usgs":true,"family":"Gain","given":"W.","email":"wsgain@usgs.gov","middleInitial":"Scott","affiliations":[{"id":6676,"text":"USGS (retired)","active":true,"usgs":false}],"preferred":true,"id":224569,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26063,"text":"wri894014 - 1989 - Water quality of the West Branch Lackawaxen River and limnology of Prompton Lake, Wayne County, Pennsylvania, October 1986 through September 1987","interactions":[],"lastModifiedDate":"2017-07-06T09:16:14","indexId":"wri894014","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":"89-4014","title":"Water quality of the West Branch Lackawaxen River and limnology of Prompton Lake, Wayne County, Pennsylvania, October 1986 through September 1987","docAbstract":"The water quality of the West Branch Lackawaxen River and the limnology of Prompton Lake in northeastern Pennsylvania were studied from October 1986 through September 1987 to determine past and present water-quality conditions in the basin, and to determine the possible effects of raising the lake level on the water quality of the Lake, of the river downstream, and of ground water.\r\n\r\n      Past and present water quality of the West Branch Lackawaxen River and Prompton Lake generally meets State standards for high-quality waters that sup- port the maintenance and propagation of cold-water fishes. However, suggested criteria by the U.S. Environmental Protection Agency intended to control excessive algal growth in the lake are exceeded most, if not all, of the time for nitrogen and most of the time for phosphorus.\r\n\r\n      The average annual total nitrogen load entering the lake is 114 tons. Of this total, 41 tons is inorganic nitrate plus nitrate, 48 tons organic nitrogen, and 25 tons ammonia nitrogen. Estimated annual yields of total nitrogen, inorganic nitrite plus nitrate, organic nitrogen, and ammonia nitrogen are 1.9, 9.7, 0.8, and 0.4 tons/mi2 (tons per square mile), respectively. The average annual phosphorus load is estimated to be 4.7 tons, which is equivalent to a yield of 0.08 tons/mi2. About 62 percent, or 2.9 tons, is dissolved phosphorus that is readily available for plant assimilation. The waters of the West Branch Lackawaxen River and Prompton Lake are decidedly phosphorus limited.\r\n\r\n      The long-term average annual suspended-sediment yield to the lake is about 70 tons/mi2. Life expectancy of the 774 acre-feet of space allocated for sediment loads in the raised pool is estimated to be about 287 years.\r\n\r\n      During the 1987 water year, about 51 percent of the annual sediment load was transported during 7 days by storm-water runoff. The maximum sediment discharge during the study period was 400 tons per day.\r\n\r\n      Lake-profile studies show that thermal and chemical stratification develops in early June and persists through September. Water below a depth of about 20 feet becomes anoxic, or nearly so, by mid-July.\r\n\r\n      Summer concentrations of chlorophyll are indicative of eutropic conditions. Although raising of the lake level is expected to increase the efficiency of the lake in trapping nutrients, the increased depth and volume will reduce the concentrations of available nutrients and, thereby, reduce the eutrophication potential of the lake.\r\n\r\n      The water level in about 30 wells near the lake probably will rise after the lake level is raised, and the well yields probably will increase slightly. Flow of water form the lake to the aquifer as the lake is being raised may temporarily increase mineral content of water in the aquifer. After a new equilibrium is reached, however, water will again flow from the aquifer to the lake, thereby restoring the aquifer's water quality.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894014","usgsCitation":"Barker, J.L., 1989, Water quality of the West Branch Lackawaxen River and limnology of Prompton Lake, Wayne County, Pennsylvania, October 1986 through September 1987: U.S. Geological Survey Water-Resources Investigations Report 89-4014, vi, 28 p. :ill. ;28 cm., https://doi.org/10.3133/wri894014.","productDescription":"vi, 28 p. :ill. ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":158083,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4014/report-thumb.jpg"},{"id":54842,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4014/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9811","contributors":{"authors":[{"text":"Barker, J. L.","contributorId":83518,"corporation":false,"usgs":true,"family":"Barker","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195735,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55226,"text":"wdrME871 - 1989 - Water resources data, Maine, water year 1987","interactions":[],"lastModifiedDate":"2025-08-18T16:31:26.691752","indexId":"wdrME871","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"ME-87-1","title":"Water resources data, Maine, water year 1987","docAbstract":"<p>The Water Resources Division of the U.S. Geological Survey, incooperation with State, Federal, and other local governmental agencies, obtains a large amount of data pertaining to the water resources of Maine each water year. These data,accumulated during many water years, constitute a valuable data base for developing an improved understanding of the water resources of the State.</p><p>Water resources data for the 1987 water year for Maine consist of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water quality of ground-water wells. This report contains discharge records for 49 gaging stations; stage only for 2 gaging stations; contents for 17 lakes and reservoirs; water quality for 10 gaging stations and 3 ground-water wells; and water-levels for 24 ground-water wells. Additional water data were collected at other sites, not part of the systematic data collection program, and are published as miscellaneous measurements.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrME871","collaboration":"Prepared in cooperation with the State of Maine and other agencies","usgsCitation":"Bartlett, W., Higgins, W., and Nichols, W., 1989, Water resources data, Maine, water year 1987: U.S. Geological Survey Water Data Report ME-87-1, vii, 173 p., https://doi.org/10.3133/wdrME871.","productDescription":"vii, 173 p.","costCenters":[],"links":[{"id":494261,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1987/me-87-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":174492,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1987/me-87-1/report-thumb.jpg"}],"country":"United 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,{"id":44831,"text":"wri884194 - 1989 - Hydrogeology of the stratified-drift aquifers in the Utica area, Oneida County, New York — Part 1 (west)","interactions":[],"lastModifiedDate":"2022-01-06T22:32:52.103226","indexId":"wri884194","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4194","title":"Hydrogeology of the stratified-drift aquifers in the Utica area, Oneida County, New York — Part 1 (west)","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884194","usgsCitation":"Casey, G.D., and Reynolds, R.J., 1989, Hydrogeology of the stratified-drift aquifers in the Utica area, Oneida County, New York — Part 1 (west): U.S. Geological Survey Water-Resources Investigations Report 88-4194, https://doi.org/10.3133/wri884194.","costCenters":[],"links":[{"id":393993,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47095.htm"},{"id":82188,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4194/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":171838,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4194/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Oneida County","city":"Utica","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.5,\n              43\n            ],\n            [\n              -75.75,\n              43\n            ],\n            [\n              -75.75,\n              43.1556\n            ],\n            [\n              -75.5,\n              43.1556\n            ],\n            [\n              -75.5,\n              43\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614b5c","contributors":{"authors":[{"text":"Casey, George D.","contributorId":105689,"corporation":false,"usgs":true,"family":"Casey","given":"George","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":230513,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reynolds, Richard J. 0000-0001-5032-6613 rjreynol@usgs.gov","orcid":"https://orcid.org/0000-0001-5032-6613","contributorId":1082,"corporation":false,"usgs":true,"family":"Reynolds","given":"Richard","email":"rjreynol@usgs.gov","middleInitial":"J.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":230512,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":55127,"text":"wdrWY881 - 1989 - Water resources data, Wyoming, water year 1988","interactions":[],"lastModifiedDate":"2025-07-21T13:56:48.859809","indexId":"wdrWY881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WY-88-1","title":"Water resources data, Wyoming, water year 1988","docAbstract":"<p>Water resources data for the 1988 water year for Wyoming consists of records of stage, discharge and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water quality of ground water. This report contains discharge records for 177 gaging stations; stage and contents for 16 lakes and reservoirs; water quality for 66 gaging stations, and 43 ungaged stations; and water levels for 5 observation wells. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. 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