{"pageNumber":"1464","pageRowStart":"36575","pageSize":"25","recordCount":46706,"records":[{"id":29572,"text":"wri884141 - 1989 - Assessment of processes affecting low-flow water quality of Cedar Creek, west-central Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri884141","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4141","title":"Assessment of processes affecting low-flow water quality of Cedar Creek, west-central Illinois","docAbstract":"Water quality and the processes that affect dissolved oxygen, nutrient (nitrogen and phosphorus species), and algal concentrations were evaluated for a 23.8-mile reach of Cedar Creek near Galesburg, west-central Illinois, during periods of warm-weather, low-flow conditions. Water quality samples were collected and stream conditions were measured over a diel (24 hour) period on three occasions during July and August 1985. Analysis of data from the diel-sampling periods indicates that concentrations of iron, copper, manganese, phenols, and total dissolved-solids exceeded Illinois ' general-use water quality standards in some locations. Dissolved-oxygen concentrations were less than the State minimum standard throughout much of the study reach. These data were used to calibrate and verify a one-dimensional, steady-state, water quality model. The computer model was used to assess the relative effects on low-flow water quality of processes such as algal photosynthesis and respiration, ammonia oxidation, biochemical oxygen demand, sediment oxygen demand, and stream reaeration. Results from model simulations and sensitivity analysis indicate that sediment oxygen demand is the principal cause of low dissolved-oxygen concentrations in the creek. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884141","usgsCitation":"Schmidt, A.R., Freeman, W., and McFarlane, R., 1989, Assessment of processes affecting low-flow water quality of Cedar Creek, west-central Illinois: U.S. Geological Survey Water-Resources Investigations Report 88-4141, ix, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884141.","productDescription":"ix, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2390,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=88-4141","linkFileType":{"id":5,"text":"html"}},{"id":126716,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4141/report-thumb.jpg"},{"id":58400,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4141/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671ed3","contributors":{"authors":[{"text":"Schmidt, Arthur R.","contributorId":105709,"corporation":false,"usgs":true,"family":"Schmidt","given":"Arthur","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201740,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Freeman, W.O.","contributorId":30238,"corporation":false,"usgs":true,"family":"Freeman","given":"W.O.","email":"","affiliations":[],"preferred":false,"id":201739,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McFarlane, R.D.","contributorId":105728,"corporation":false,"usgs":true,"family":"McFarlane","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":201741,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29275,"text":"wri884164 - 1989 - Use of stable carbon and nitrogen isotopes to trace the larval striped bass food chain in the Sacramento-San Joaquin Estuary, California, April to September 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:35","indexId":"wri884164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4164","title":"Use of stable carbon and nitrogen isotopes to trace the larval striped bass food chain in the Sacramento-San Joaquin Estuary, California, April to September 1985","docAbstract":"To assess one potential cause for the decline of the striped bass fishery in the Sacramento-San Joaquin Estuary, stable carbon and nitrogen isotope ratios were used to examine the trophic structures of the larval striped bass food chain, and to trace the flux of these elements through the food chain components. Study results generally confirm a food chain consisting of the elements, phytoplankton/detritus-->zooplankton/Neomysis shrimp-->larval striped bass. The stable isotope ratios generally become more positive as one progresses from the lower to the higher trophic level food chain components, and no unusual trophic structure was found in the food chain. However, the data indicate an unidentified consumer organism occupying an intermediate position between the lower and higher trophic levels of the larval striped bass food chain. Based on expected trophic interactions, this unidentified consumer would have a stable carbon isotope ratio of about 28/mil and a stable nitrogen isotope ratio of about 8/mi. Three possible feeding stages for larval striped bass also were identified, based on their lengths. The smallest length fish seem to subsist on their yolk sac remnants, and the largest length fish subsist on Neomysis shrimp and zooplankton. The intermediate-length fish represent a transition stage between primary food sources and/or use of a mixture of food sources. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884164","usgsCitation":"Rast, W., and Sutton, J., 1989, Use of stable carbon and nitrogen isotopes to trace the larval striped bass food chain in the Sacramento-San Joaquin Estuary, California, April to September 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4164, v, 62 p. :ill., one map ;28 cm., https://doi.org/10.3133/wri884164.","productDescription":"v, 62 p. :ill., one map ;28 cm.","costCenters":[],"links":[{"id":158318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4164/report-thumb.jpg"},{"id":58123,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4164/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d5e4b07f02db5ddb5e","contributors":{"authors":[{"text":"Rast, Walter","contributorId":79514,"corporation":false,"usgs":true,"family":"Rast","given":"Walter","affiliations":[],"preferred":false,"id":201260,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sutton, J.E.","contributorId":54249,"corporation":false,"usgs":true,"family":"Sutton","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":201259,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26769,"text":"wri884093 - 1989 - Hydrogeology and water quality near a solid- and hazardous-waste landfill, Northwood, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri884093","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4093","title":"Hydrogeology and water quality near a solid- and hazardous-waste landfill, Northwood, Ohio","docAbstract":"Hydrogeology and water quality of ground water and selected streams were evaluated near a landfill in northwestern Ohio. The landfill is used for codisposal of solid and hazardous waste. Water-level and geologic data were collected from 36 wells and 3 surface-water sites during the period November 1983 to November 1985. Water-quality samples were collected from 18 wells and 3 surface-water sites this during this same period.\r\n\r\nThe primary aquifers in the area are the Greenfield Dolomite and underlying Lockport Dolomite of Silurian age. These bedrock carbonates are overlain by two clay tills of Wisconsin age. The tills are capped by a glacial lake clay. The tills generally are saturated, but do not yield sufficient water to be considered an aquifer. Two wells in the study area yield water, in part, from discontinuous deposits of outwash sand and gravel at the lower till-bedrock interface.\r\n\r\nRegional ground-water flow is from southwest to northeast; local flow is influenced by a ground-water mound centered under the northernmost cells of the landfill. Water levels in wells penetrating refuse within the landfill and the presence of leachate seeps indicate that the refuse is saturated. Head relations among the landfill, till, and dolomite aquifer indicate a vertical component of flow downward from the landfill to the dolomite aquifer. Water levels near the landfill fluctuate as much as 14 feet per year, in contrast to fluctuations of less than 3 feet per year in wells upgradient landfill.\r\n\r\nGround waters from wells completed in the dolomite aquifer and glacial till were found to have major-iron concentrations controlled, in large part, by reaction with calcite, dolomite, and other minerals in the aquifer. Only minor departures from equilibrium mineral saturation were noted for ground water, except in wells affected by cement/grout contamination. Molal ratios of calcuim:magnesium in ground water suggest a similar chemical evolution of waters throughout the dolomite aquifer in the study area. Stable-isotope ratios of oxygen and hydrogen indicate the source of water in the till unit and dolomite aquifer is atmospheric precipitation.\r\n\r\nElevated levels of total dissolved solids, boron, ammonia, and iron in the leachate and in wells downgradient of the landfill may indicate mixing of ground water with leachate. Oxygen and hydrogen stable-isotope ratios were used to differentiate waters from the glacial till and dolomite aquifer. Isotope ratios also show a shift off the local mixing line for leachate and for a well just downgradient from the landfill. The shift to heavier values of o D in the well water may be indicative of leachate mixing with ground water.\r\n\r\nThe effect of this mixing denoted by hydrologic, isotopic, and chemical-quality data is limited mostly to elevated levels of the common ions. Analysis did not indicate significant levels of toxic metals or organic contaminants except phenol, which was present at concentrations of from 1 to 5 micrograms per liter in six wells. Analysis of water-quality data from nearby streams suggest that surface leaching from the landfill does not significantly affect stream-water quality, but may contribute to higher level of trace metals in the streambed sediments.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports [distributor],","doi":"10.3133/wri884093","usgsCitation":"De Roche, J., and Breen, K.J., 1989, Hydrogeology and water quality near a solid- and hazardous-waste landfill, Northwood, Ohio: U.S. Geological Survey Water-Resources Investigations Report 88-4093, v, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884093.","productDescription":"v, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4093/report-thumb.jpg"},{"id":55658,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4093/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625407","contributors":{"authors":[{"text":"De Roche, J.T.","contributorId":66691,"corporation":false,"usgs":true,"family":"De Roche","given":"J.T.","affiliations":[],"preferred":false,"id":196970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Breen, K. J.","contributorId":44176,"corporation":false,"usgs":true,"family":"Breen","given":"K.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196969,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29566,"text":"wri884170 - 1989 - Effects of three highway-runoff detention methods on water quality of the surficial aquifer system in central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri884170","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":"88-4170","title":"Effects of three highway-runoff detention methods on water quality of the surficial aquifer system in central Florida","docAbstract":"Water quality of the surficial aquifer system in central Florida was evaluated at one exfiltration pipe, two ponds (detention and retention), and two swales in central Florida, representing three runoff-detention methods, to detect any effect from infiltrating highway runoff. Concentrations of major ions, metals, and nutrients in groundwater and bottom sediments were measured from 1984 through 1986. At each study area, constituent concentrations in groundwater near the structure were compared to concentrations in groundwater from an upgradient control site. Groundwater quality data were also pooled by detention method and statistically compared to detect any significant differences between methods. Significantly greater mean phosphorus concentrations in groundwater near the exfiltration pipe than those in the control well was the only evidence of increasing constituent concentrations in groundwater near structures. The quality of water was more variable, and had greater constituent concentrations in the unsaturated zone than in the saturated zone near the exfiltration pipe. Values of water quality variables measured in groundwater at all study areas generally were within State drinking water standards. The main exception was dissolved iron, which commonly exceeded 300 micrograms/L at one swale and the detention pond. Results of the study indicate that natural processes occurring in soils attenuate inorganic constituent concentrations prior to reaching the receiving groundwater. However, organic compounds detected in bottom sediments at the retention pond indicate a potential problem that may eventually affect the quality of the receiving groundwater. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri884170","usgsCitation":"Schiffer, D., 1989, Effects of three highway-runoff detention methods on water quality of the surficial aquifer system in central Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4170, vi, 79 p. :ill. ;28 cm., https://doi.org/10.3133/wri884170.","productDescription":"vi, 79 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":2388,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri884170/","linkFileType":{"id":5,"text":"html"}},{"id":123321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4170/report-thumb.jpg"},{"id":58395,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4170/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae9ea","contributors":{"authors":[{"text":"Schiffer, D. M.","contributorId":102103,"corporation":false,"usgs":true,"family":"Schiffer","given":"D. M.","affiliations":[],"preferred":false,"id":201728,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14149,"text":"ofr89214 - 1989 - A direct method for calculating instrument noise levels in side-by-side seismometer evaluations","interactions":[],"lastModifiedDate":"2018-07-10T11:08:50","indexId":"ofr89214","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":"89-214","title":"A direct method for calculating instrument noise levels in side-by-side seismometer evaluations","docAbstract":"<p>The subject of determining the inherent system noise levels present in modem broadband closed loop seismic sensors has been an evolving topic ever since closed loop systems became available. Closed loop systems are unique in that the system noise can not be determined via a blocked mass test as in older conventional open loop seismic sensors. Instead, most investigators have resorted to performing measurements on two or more systems operating in close proximity to one another and to analyzing the outputs of these systems with respect to one another to ascertain their relative noise levels.</p><p>The analysis of side-by-side relative performance is inherently dependent on the accuracy of the mathematical modeling of the test configuration. This report presents a direct approach to extracting the system noise levels of two linear systems with a common coherent input signal. The mathematical solution to the problem is incredibly simple; however the practical application of the method encounters some difficulties. Examples of expected accuracies are presented as derived by simulating real systems performance using computer generated random noise. In addition, examples of the performance of the method when applied to real experimental test data are shown. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89214","usgsCitation":"Holcomb, L.G., 1989, A direct method for calculating instrument noise levels in side-by-side seismometer evaluations: U.S. Geological Survey Open-File Report 89-214, 35 p., https://doi.org/10.3133/ofr89214.","productDescription":"35 p.","costCenters":[{"id":122,"text":"Albuquerque Seismological Laboratory","active":false,"usgs":true}],"links":[{"id":42797,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0214/ofr89-214.pdf","text":"Report","size":"1.77 MB","linkFileType":{"id":1,"text":"pdf"},"description":"OFR 1989-0214"},{"id":145496,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0214/coverthb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4953e4b0b290850ef0df","contributors":{"authors":[{"text":"Holcomb, L. Gary","contributorId":26308,"corporation":false,"usgs":true,"family":"Holcomb","given":"L.","email":"","middleInitial":"Gary","affiliations":[],"preferred":false,"id":169002,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28392,"text":"wri894095 - 1989 - Peak-flow characteristics of small urban drainages along the Wasatch Front, Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri894095","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":"89-4095","title":"Peak-flow characteristics of small urban drainages along the Wasatch Front, Utah","docAbstract":"Designers and planners for local, State, and Federal agencies need up-to- date methods for determining peak-flow characteristics for urban drainages along the Wasatch Front, Utah. This report summarizes methods used to develop equations that estimate peak-flows for small urban drainages along the Wasatch Front. Mathematical equations were developed that estimate peak flows for recurrence intervals of 2, 5, 10, 25, 50 and 100 years, for small urban drainages. Data entry to the equations requires measurements of basin slope, size and percent impervious area. Rainfall and runoff data collected from eight urban drainages along the Wasatch Front from 1984-86, were used to calibrate a rainfall-runoff model called DR3M-II. Rainfall data collected from 1948-83 at the National Weather Service Salt Lake City Airport station provided additional long-term data to the calibrated models. Log Pearson fits made to the peak flow data were used to estimate the recurrence interval peaks for each basin. Paired stations on Little Cottonwood Creek near Salt Lake City were used to help determine the effects of intervening urban drainage on peaks of larger streams. In general, peaks on larger streams caused by snowmelt and peaks caused by rainfall (where urban areas may have a significant effect) did not occur simultaneously. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894095","usgsCitation":"Lindskov, K., and Thompson, K.R., 1989, Peak-flow characteristics of small urban drainages along the Wasatch Front, Utah: U.S. Geological Survey Water-Resources Investigations Report 89-4095, v, 38 p. :ill. ;28 cm., https://doi.org/10.3133/wri894095.","productDescription":"v, 38 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123376,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4095/report-thumb.jpg"},{"id":57191,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4095/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688575","contributors":{"authors":[{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":199720,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thompson, K. R.","contributorId":92677,"corporation":false,"usgs":true,"family":"Thompson","given":"K.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199721,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27810,"text":"wri894107 - 1989 - Estimating pumping time and ground-water withdrawals using energy- consumption data","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri894107","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":"89-4107","title":"Estimating pumping time and ground-water withdrawals using energy- consumption data","docAbstract":"Evaluation of the hydrology of an aquifer requires knowledge about the volume of groundwater in storage and also about the volume of groundwater withdrawals. Totalizer flow meters may be installed at pumping plants to measure withdrawals; however, it generally is impractical to equip all pumping plants in an area with meters. A viable alternative is the use of rate-time methods. Rate-time methods may be used at individual pumping plants to decrease the data collection necessary for determining withdrawals. At sites where pumping-time measurement devices are not installed, pumping time may be determined on the basis of energy consumption and power demand. At pumping plants where energy consumption is metered, data acquired by reading of meters is used to estimate pumping time. Care needs to be taken to read these meters correctly. At pumping plants powered by electricity, the calculations need to be modified if transformers are present. At pumping plants powered by natural gas, the effects of the pressure-correction factor need to be included in the calculations. At pumping plants powered by gasoline, diesel oil, or liquid petroleum gas, the geometry of storage tanks needs to be analyzed as part of the calculations. The relation between power demand and pumping rate at a pumping plant can be described through the use of the power-consumption coefficient. Where equipment and hydrologic conditions are stable, this coefficient can be applied to total energy consumption at a site to estimate total groundwater withdrawals. Random sampling of power consumption coefficients can be used to estimate area-wide groundwater withdrawal. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey :\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri894107","usgsCitation":"Hurr, R., and Litke, D.W., 1989, Estimating pumping time and ground-water withdrawals using energy- consumption data: U.S. Geological Survey Water-Resources Investigations Report 89-4107, iv, 27 p. :ill. ;28 cm., https://doi.org/10.3133/wri894107.","productDescription":"iv, 27 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123160,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4107/report-thumb.jpg"},{"id":56642,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc8c2","contributors":{"authors":[{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":198721,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Litke, D. W.","contributorId":94346,"corporation":false,"usgs":true,"family":"Litke","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198722,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20292,"text":"ofr89423 - 1989 - Withdrawal and distribution of water by public water supplies in Ohio, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:07:38","indexId":"ofr89423","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":"89-423","title":"Withdrawal and distribution of water by public water supplies in Ohio, 1985","docAbstract":"The Ohio Department of Natural Resources and the Ohio Environmental Protection Agency maintain statewide inventories of water-use data and are the principal sources of public-water-supply at data at the State level.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies can be purchased from U. S. Geological Survey Books and Open-File Report Section,","doi":"10.3133/ofr89423","usgsCitation":"Nichols, V., 1989, Withdrawal and distribution of water by public water supplies in Ohio, 1985: U.S. Geological Survey Open-File Report 89-423, 13 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89423.","productDescription":"13 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":152054,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0423/report-thumb.jpg"},{"id":49826,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0423/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0e1b","contributors":{"authors":[{"text":"Nichols, V.E.","contributorId":97930,"corporation":false,"usgs":true,"family":"Nichols","given":"V.E.","email":"","affiliations":[],"preferred":false,"id":182399,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29565,"text":"wri884200 - 1989 - Effects of highway runoff on the quality of water and bed sediments of two wetlands in central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri884200","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"88-4200","title":"Effects of highway runoff on the quality of water and bed sediments of two wetlands in central Florida","docAbstract":"Results of a study of the effects of highway runoff on the chemical quality of water and bed sediments of a cypress wetlands and a freshwater marsh in central Florida indicate that detention of the runoff prior to release into the wetland reduces concentrations of automobile-related chemicals in the water and bed sediments in the wetland. Detention of highway runoff for the cypress wetland occurs in a 68-ft by 139-ft detention pond, and in a 12-ft by 25 ft trash retainer for the freshwater marsh. The analysis of the chemical data for water and bed sediments indicates that many of the observed differences in chemistry are due to the difference in detention facilities. Water quality generally improved from the inlet to the outlet of both wetlands. Only inlet and outlet data were collected at the cypress wetland, and these showed a reduction in concentrations through the wetland. Spatial data collected at the freshwater marsh indicated that constituent concentrations in water generally decreased with distance from the inlet. Results of analysis of variance of grouped data for 40 water quality variables at the freshwater marsh inferred that 26 of the 40 variables tested were significantly different among five general locations within the wetland: inlet, outlet, near, intermediate, and far sites (with respect to the inlet). Results from this study indicate that detention structures, larger than the trash retainer at the freshwater marsh, may cause sufficient sorption and settling of substances contained in highway runoff to minimize the transport and deposition of some undesirable chemicals into wetlands. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports, [distributor],","doi":"10.3133/wri884200","usgsCitation":"Schiffer, D., 1989, Effects of highway runoff on the quality of water and bed sediments of two wetlands in central Florida: U.S. Geological Survey Water-Resources Investigations Report 88-4200, v, 63 p. :ill. ;28 cm., https://doi.org/10.3133/wri884200.","productDescription":"v, 63 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":2387,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://fl.water.usgs.gov/Abstracts/wri88_4200_schiffer.html","linkFileType":{"id":5,"text":"html"}},{"id":123583,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4200/report-thumb.jpg"},{"id":58394,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4200/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4823e4b07f02db4e26e7","contributors":{"authors":[{"text":"Schiffer, D. M.","contributorId":102103,"corporation":false,"usgs":true,"family":"Schiffer","given":"D. M.","affiliations":[],"preferred":false,"id":201727,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38302,"text":"ofr89300F - 1989 - Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:09:49","indexId":"ofr89300F","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":"89-300","chapter":"F","title":"Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska","language":"ENGLISH","doi":"10.3133/ofr89300F","usgsCitation":"Townshend, J.B., O’Connell, R.V., and Varner, C.A., 1989, Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: U.S. Geological Survey Open-File Report 89-300, 19 p. ill. ;28 cm., https://doi.org/10.3133/ofr89300F.","productDescription":"19 p. ill. ;28 cm.","costCenters":[],"links":[{"id":164777,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0300f/report-thumb.jpg"},{"id":64674,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0300f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a2d4","contributors":{"authors":[{"text":"Townshend, John B.","contributorId":70383,"corporation":false,"usgs":true,"family":"Townshend","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":219568,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O’Connell, R. V.","contributorId":88755,"corporation":false,"usgs":true,"family":"O’Connell","given":"R.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":219569,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Varner, Carol Ann","contributorId":66705,"corporation":false,"usgs":true,"family":"Varner","given":"Carol","email":"","middleInitial":"Ann","affiliations":[],"preferred":false,"id":219567,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27653,"text":"wri884140 - 1989 - Application of the precipitation-runoff modeling system to the Ah-Shi-Sle-Pah Wash watershed, San Juan County, New Mexico","interactions":[],"lastModifiedDate":"2022-02-10T22:53:19.002925","indexId":"wri884140","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":"88-4140","title":"Application of the precipitation-runoff modeling system to the Ah-Shi-Sle-Pah Wash watershed, San Juan County, New Mexico","docAbstract":"<p>The precipitation-runoff modeling system was applied to the 8.21 sq-mi drainage area of the Ah-shi-sle-pah Wash watershed in northwestern New Mexico. The calibration periods were May to September of 1981 and 1982, and the verification period was May to September 1983. Twelve storms were available for calibration and 8 storms were available for verification. For calibration A (hydraulic conductivity estimated from onsite data and other storm-mode parameters optimized), the computed standard error of estimate was 50% for runoff volumes and 72% of peak discharges. Calibration B included hydraulic conductivity in the optimization, which reduced the standard error of estimate to 28 % for runoff volumes and 50% for peak discharges. Optimized values for hydraulic conductivity resulted in reductions from 1.00 to 0.26 in/h and 0.20 to 0.03 in/h for the 2 general soils groups in the calibrations. Simulated runoff volumes using 7 of 8 storms occurring during the verification period had a standard error of estimate of 40% for verification A and 38% for verification B. Simulated peak discharge had a standard error of estimate of 120% for verification A and 56% for verification B. Including the eighth storm which had a relatively small magnitude in the verification analysis more than doubled the standard error of estimating volumes and peaks.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884140","usgsCitation":"Hejl, H.R., 1989, Application of the precipitation-runoff modeling system to the Ah-Shi-Sle-Pah Wash watershed, San Juan County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 88-4140, iv, 36 p., https://doi.org/10.3133/wri884140.","productDescription":"iv, 36 p.","costCenters":[],"links":[{"id":395827,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47049.htm"},{"id":56509,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4140/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121581,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4140/report-thumb.jpg"}],"country":"United States","state":"New Mexico","county":"San Juan County","otherGeospatial":"Ah-Shi-Sle-Pah Wash watershed","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -107.97431945800781,\n              36.134547437460064\n            ],\n            [\n              -107.87406921386717,\n              36.134547437460064\n            ],\n            [\n              -107.87406921386717,\n              36.18942952802744\n            ],\n            [\n              -107.97431945800781,\n              36.18942952802744\n            ],\n            [\n              -107.97431945800781,\n              36.134547437460064\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a96a","contributors":{"authors":[{"text":"Hejl, H. R. Jr.","contributorId":69555,"corporation":false,"usgs":true,"family":"Hejl","given":"H.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198474,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":20281,"text":"ofr89238 - 1989 - Hydrogeologic and chemical data for the O-Field area, Aberdeen Proving Ground, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:07:40","indexId":"ofr89238","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":"89-238","title":"Hydrogeologic and chemical data for the O-Field area, Aberdeen Proving Ground, Maryland","docAbstract":"O-Field, located at the Edgewood area of Aberdeen Proving Ground , Maryland, was periodically used for disposal of munitions, waste chemicals, and chemical-warfare agents from World War II through the 1950' s. This report includes various physical, geologic, chemical, and hydrologic data obtained from well-core, groundwater, surface water, and bottom-sediment sampling sites at and near the O-Field disposal area. The data are presented in tables and hydrographs. Three site-location maps are also included. Well-core data include lithologic logs for 11 well- cluster sites, grain-size distributions, various chemical characteristics,  and confining unit characteristics. Groundwater data include groundwater chemistry, method blanks for volatile organic carbon, available data on volatile and base/neutral organics, and compilation of corresponding method blanks, chemical-warfare agents, explosive-related products, radionuclides, herbicides, and groundwater levels. Surface-water data include field-measured characteristics; concentrations of various inorganic constituents including arsenic; selected organic constituents with method blanks; detection limits of organics; and a compilation of information on corresponding acids, volatiles, and semivolatiles. Bottom- sediment data include inorganic properties and constituents; organic chemistry; detection limits for organic chemicals; a compilation of information on acids, volatiles, and semivolatiles; and method blanks corresponding to acids, volatiles, and semivolatiles. A set of 15 water- level hydrographs for the period March 1986 through September 1987 also is included in the report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89238","usgsCitation":"Nemoff, P., and Vroblesky, D., 1989, Hydrogeologic and chemical data for the O-Field area, Aberdeen Proving Ground, Maryland: U.S. Geological Survey Open-File Report 89-238, vii, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr89238.","productDescription":"vii, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":152333,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0238/report-thumb.jpg"},{"id":49816,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0238/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628cf5","contributors":{"authors":[{"text":"Nemoff, P.R.","contributorId":37767,"corporation":false,"usgs":true,"family":"Nemoff","given":"P.R.","email":"","affiliations":[],"preferred":false,"id":182378,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vroblesky, D.A.","contributorId":101691,"corporation":false,"usgs":true,"family":"Vroblesky","given":"D.A.","affiliations":[],"preferred":false,"id":182379,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"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":20345,"text":"ofr89421 - 1989 - Physical and chemical properties of San Francisco Bay, California, 1980","interactions":[],"lastModifiedDate":"2016-07-27T12:58:43","indexId":"ofr89421","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":"89-421","title":"Physical and chemical properties of San Francisco Bay, California, 1980","docAbstract":"<p>The U.S. Geological Survey conducted hydrologic investigations in both the deep water channels and the shallow-water regions of the San Francisco Bay estuarine system during 1980. Cruises were conducted regularly, usually at two-week intervals. Physical and chemical properties presented in this report include temperature , salinity, suspended particulate matter, turbidity, extinction coefficient, partial pressure of CO2, partial pressure of oxygen , dissolved organic carbon, particulate organic carbon, discrete chlorophyll a, fluorescence of photosynthetic pigments, dissolved silica, dissolved phosphate, nitrate plus nitrite, nitrite, ammonium, dissolved inorganic nitrogen, dissolved nitrogen, dissolved phosphorus, total nitrogen, and total phosphorus. Analytical methods are described. The body of data contained in this report characterizes hydrologic conditions in San Francisco Bay during a year with an average rate of freshwater inflow to the estuary. Concentrations of dissolved silica (discrete-sample) ranged from 3.8 to 310 micro-M in the northern reach of the bay, whereas the range in the southern reach was limited to 63 to 150 micro-M. Concentrations of phosphate (discrete-sample) ranged from 1.3 to 4.4 micro-M in the northern reach, which was narrow in comparison with that of 2.2 to 19.0 micro-M in the southern reach. Concentrations of nitrate plus nitrite (discrete-sample) ranged from near zero to 53 micro-M in the northern reach, and from 2.3 to 64 micro-M in the southern reach. Concentrations of nitrite (discrete-sample) were low in both reaches, exhibiting a range from nearly zero to approximately 2.3 micro-M. Concentrations of ammonium (discrete-sample) ranged from near zero to 14.2 micro-M in the northern reach, and from near zero to 8.3 micro-M in the southern reach. (USGS)</p>","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr89421","usgsCitation":"Ota, A.Y., Schemel, L., and Hager, S., 1989, Physical and chemical properties of San Francisco Bay, California, 1980: U.S. Geological Survey Open-File Report 89-421, 251 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89421.","productDescription":"251 p. :ill. ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":49877,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0421/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153161,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0421/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c24","contributors":{"authors":[{"text":"Ota, Allan Y.","contributorId":85192,"corporation":false,"usgs":true,"family":"Ota","given":"Allan","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":182491,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schemel, L. E.","contributorId":89529,"corporation":false,"usgs":true,"family":"Schemel","given":"L. E.","affiliations":[],"preferred":false,"id":182492,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hager, S.W.","contributorId":51746,"corporation":false,"usgs":true,"family":"Hager","given":"S.W.","email":"","affiliations":[],"preferred":false,"id":182490,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":20390,"text":"ofr88728 - 1989 - Ground-water quality assessment of the central Oklahoma aquifer, Oklahoma - Analysis of available water-quality data through 1987","interactions":[{"subject":{"id":20390,"text":"ofr88728 - 1989 - Ground-water quality assessment of the central Oklahoma aquifer, Oklahoma - Analysis of available water-quality data through 1987","indexId":"ofr88728","publicationYear":"1989","noYear":false,"title":"Ground-water quality assessment of the central Oklahoma aquifer, Oklahoma - Analysis of available water-quality data through 1987"},"predicate":"SUPERSEDED_BY","object":{"id":2439,"text":"wsp2357B - 1994 - Ground-water-quality assessment of the Central Oklahoma Aquifer, Oklahoma; analysis of available water-quality data through 1987","indexId":"wsp2357B","publicationYear":"1994","noYear":false,"chapter":"B","title":"Ground-water-quality assessment of the Central Oklahoma Aquifer, Oklahoma; analysis of available water-quality data through 1987"},"id":1}],"supersededBy":{"id":2439,"text":"wsp2357B - 1994 - Ground-water-quality assessment of the Central Oklahoma Aquifer, Oklahoma; analysis of available water-quality data through 1987","indexId":"wsp2357B","publicationYear":"1994","noYear":false,"title":"Ground-water-quality assessment of the Central Oklahoma Aquifer, Oklahoma; analysis of available water-quality data through 1987"},"lastModifiedDate":"2018-11-06T15:23:42","indexId":"ofr88728","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":"88-728","title":"Ground-water quality assessment of the central Oklahoma aquifer, Oklahoma - Analysis of available water-quality data through 1987","docAbstract":"<p>Beginning in 1986, the Congress annually has appropriated funds for the U.S. Geological Survey to test and refine concepts for a National Water-Quality Assessment (NAWQA) Program. The long-term goals of a full-scale program would be to:</p><ol><li>Provide a nationally consistent description of current water-quality conditions for a large part of the Nation's surface- and ground-water resources;<br></li><li>Define long-term trends (or lack of trends) in water quality; and<br></li><li>Identify, describe, and explain, as possible, the major factors that affect the observed water-quality conditions and trends.<br></li></ol><p>The results of the NAWQA Program will be made available to water managers, policy makers, and the public, and will provide an improved scientific basis for evaluating the effectiveness of water-quality management programs.</p><p>At present (1988), the assessment program is in a pilot phase in seven project areas throughout the country that represent diverse hydrologic environments and water-quality conditions. The Central Oklahoma aquifer project is one of three pilot ground-water projects. One of the initial activities performed by each pilot project was to compile, screen, and interpret the large amount of water-quality data available within each study unit.</p><p>The purpose of this report is to assess the water quality of the Central Oklahoma aquifer using the information available through 1987. The scope of the work includes compiling data from Federal, State, and local agencies; evaluating the suitability of the information for conducting a regional water-quality assessment; mapping regional variations in major-ion chemistry; calculating summary statistics of the available water-quality data; producing maps to show the location and number of samples that exceeded water-quality standards; and performing contingency-table analyses to determine the relation of geologic unit and depth to the occurrence of chemical constituents that&nbsp;exceed water-quality standards. This report provides an initial description of water-quality conditions in the Central Oklahoma aquifer study unit. No attempt was made in this report to determine the causes for regional variations in major-ion chemistry or to examine the reasons that some chemical constituents exceed water-quality standards.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr88728","usgsCitation":"Parkhurst, D.L., Christenson, S.C., and Schlottmann, J.L., 1989, Ground-water quality assessment of the central Oklahoma aquifer, Oklahoma - Analysis of available water-quality data through 1987: U.S. Geological Survey Open-File Report 88-728, viii, 80 p., https://doi.org/10.3133/ofr88728.","productDescription":"viii, 80 p.","costCenters":[],"links":[{"id":153648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0728/report-thumb.jpg"},{"id":359240,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0728/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oklahoma","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.75,\n              34.75\n            ],\n            [\n              -96.75,\n              34.75\n            ],\n            [\n              -96.75,\n              36\n            ],\n            [\n              -97.75,\n              36\n            ],\n            [\n              -97.75,\n              34.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a28da","contributors":{"authors":[{"text":"Parkhurst, David L. 0000-0003-3348-1544 dlpark@usgs.gov","orcid":"https://orcid.org/0000-0003-3348-1544","contributorId":1088,"corporation":false,"usgs":true,"family":"Parkhurst","given":"David","email":"dlpark@usgs.gov","middleInitial":"L.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":182569,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Christenson, Scott C. schris@usgs.gov","contributorId":980,"corporation":false,"usgs":true,"family":"Christenson","given":"Scott","email":"schris@usgs.gov","middleInitial":"C.","affiliations":[{"id":516,"text":"Oklahoma Water Science Center","active":true,"usgs":true}],"preferred":true,"id":182570,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schlottmann, Jamie L.","contributorId":8830,"corporation":false,"usgs":true,"family":"Schlottmann","given":"Jamie","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":182571,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27470,"text":"wri894212 - 1989 - Effects of the 1986 drought on streamflow in Alabama, Georgia, North Carolina, South Carolina, Tennessee, and Virginia","interactions":[],"lastModifiedDate":"2023-11-22T20:31:29.970668","indexId":"wri894212","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":"89-4212","title":"Effects of the 1986 drought on streamflow in Alabama, Georgia, North Carolina, South Carolina, Tennessee, and Virginia","docAbstract":"<p>A severe drought in the Southeastern United States during 1986 resulted in the lowest flows of record for many streams. Minimum flows in many streams occurred in mid-summer, several months earlier in the year than the minimums that occurred during notable regional droughts of 1954 and 1981. Streamflow data for 370 continuous-record gaging stations in Alabama, Georgia, North Carolina, South Carolina, eastern Tennessee, and southern Virginia were analyzed to determine the severity and areal extent of this drought. Minimum average streamflows for periods of 1, 7, 30, 60, and 90 consecutive days were evaluated to estimate the frequency of recurrence of the 1986 drought and generalized areas of similar recurrence intervals were delineated for the 7-day and 30-day minimum average flows. Flows in parts of Georgia, North Carolina, and Tennessee receded to rates estimated to occur on the average of once in 50 to 100 years. A much larger area that extended from central Alabama to central North Carolina experienced flows with estimated recurrence intervals of 20 to 50 years.</p><p>In addition to the continuous-record station data, discharge measurements and observations of zero flow were made at 694 non-recording stream sites in Alabama, Georgia, South Carolina, and eastern Tennessee during the 1986 drought. These measurements were used in conjunction with the continuous-record station flow data to estimate minimum 1986 drought flows at the non-recording sites.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894212","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers Charleston District, Mobile District, Savannah District and Wilmington District; and the Tennessee Valley Authority","usgsCitation":"Hale, T.W., Hopkins, E.H., and Carter, R.F., 1989, Effects of the 1986 drought on streamflow in Alabama, Georgia, North Carolina, South Carolina, Tennessee, and Virginia: U.S. Geological Survey Water-Resources Investigations Report 89-4212, Report: iv, 102 p.; 2 Plates: 30.60 x 28.00 inches and 18.88 x 28.90 inches, https://doi.org/10.3133/wri894212.","productDescription":"Report: iv, 102 p.; 2 Plates: 30.60 x 28.00 inches and 18.88 x 28.90 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":422851,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4212/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":422850,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1989/4212/plate-2.pdf"},{"id":422849,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4212/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157975,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4212/report-thumb.jpg"}],"country":"United States","state":"Alabama, Georgia, North Carolina, South Carolina, Tennessee, Virginia","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-75.867044,36.550754],[-75.533012,35.787377],[-75.960069,36.495025],[-75.791637,36.082267],[-76.132005,36.287773],[-76.191715,36.107197],[-76.447812,36.192514],[-76.298733,36.1012],[-76.575936,36.006167],[-76.721445,36.147838],[-76.675462,36.266882],[-76.722996,36.066585],[-76.608052,35.936668],[-76.014685,35.960361],[-76.046813,35.717935],[-75.86042,35.978262],[-75.747225,35.610248],[-76.165392,35.328659],[-76.499251,35.381492],[-76.586349,35.508957],[-76.476706,35.511707],[-76.634468,35.510332],[-76.580187,35.387113],[-77.023912,35.514802],[-76.472273,35.294936],[-76.801426,34.964369],[-76.958465,35.047647],[-76.762931,34.920374],[-76.463468,35.076411],[-76.332044,34.970917],[-76.524712,34.681964],[-76.673619,34.71491],[-76.523303,34.652271],[-76.093349,35.048705],[-76.524199,34.615416],[-76.726969,34.69669],[-77.209161,34.605032],[-77.713322,34.294879],[-77.956881,33.87779],[-78.383964,33.901946],[-78.862931,33.705654],[-79.359961,33.006672],[-79.55756,33.021269],[-80.905378,32.051943],[-80.841913,32.002643],[-81.065255,31.877095],[-81.254218,31.55594],[-81.17831,31.52241],[-81.276862,31.254734],[-81.490586,30.984952],[-81.408484,30.977718],[-81.461065,30.753684],[-82.004973,30.791744],[-82.116385,30.367335],[-82.227254,30.561041],[-84.836324,30.710709],[-84.997628,30.971186],[-85.145835,31.000695],[-87.598928,30.997457],[-87.615367,30.837031],[-87.39643,30.617734],[-87.558097,30.274437],[-88.014572,30.222366],[-87.766626,30.262353],[-88.008396,30.684956],[-88.115432,30.35657],[-88.341345,30.38947],[-88.468879,31.930262],[-88.097888,34.892202],[-88.253825,34.995553],[-90.309297,34.995694],[-90.09061,35.118287],[-90.166594,35.274588],[-89.992975,35.560774],[-89.923161,35.514428],[-89.915491,35.754917],[-89.68182,35.88999],[-89.699677,36.230821],[-89.534507,36.261802],[-89.5391,36.498201],[-88.045304,36.504081],[-88.068208,36.659747],[-87.872062,36.665089],[-83.690714,36.582581],[-83.156696,36.742187],[-81.968297,37.537798],[-81.695113,37.21357],[-81.367052,37.334504],[-81.225104,37.234874],[-80.947896,37.295872],[-80.865174,37.416996],[-80.332038,37.493744],[-79.649075,38.591515],[-79.291813,38.419627],[-79.023053,38.798613],[-78.869276,38.762991],[-78.439429,39.132146],[-78.346718,39.427618],[-77.828157,39.132329],[-77.6059,39.303688],[-77.46021,39.228359],[-77.47701,39.100331],[-77.058254,38.880069],[-77.286202,38.347025],[-77.024866,38.386791],[-76.910832,38.197073],[-76.251358,37.833072],[-76.443254,37.652347],[-76.722156,37.83668],[-76.252415,37.447274],[-76.475927,37.250543],[-76.300352,37.00885],[-76.780532,37.209336],[-76.482407,36.917364],[-76.058154,36.916947],[-75.867044,36.550754]]],[[[-75.753765,35.199612],[-75.523952,35.318198],[-75.533512,35.773577],[-75.52592,35.233839],[-75.982812,35.081513],[-75.753765,35.199612]]],[[[-75.242266,38.027209],[-75.962596,37.117535],[-75.981624,37.434116],[-75.712065,37.936082],[-75.242266,38.027209]]]]},\"properties\":{\"name\":\"Alabama\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db6107d9","contributors":{"authors":[{"text":"Hale, Timothy W.","contributorId":81947,"corporation":false,"usgs":true,"family":"Hale","given":"Timothy","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198176,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hopkins, Evelyn H.","contributorId":59025,"corporation":false,"usgs":true,"family":"Hopkins","given":"Evelyn","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":198175,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Carter, Robert F.","contributorId":82724,"corporation":false,"usgs":true,"family":"Carter","given":"Robert","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198177,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27500,"text":"wri874020 - 1989 - Measurement of reaeration coefficients for selected Florida streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874020","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":"87-4020","title":"Measurement of reaeration coefficients for selected Florida streams","docAbstract":"A total of 29 separate reaeration coefficient determinations were performed on 27 subreaches of 12 selected Florida streams between October 1981 and May 1985. Measurements performed prior to June 1984 were made using the peak and area methods with ethylene and propane as the tracer gases. Later measurements utilized the steady-state method with propane as the only tracer gas. The reaeration coefficients ranged from 1.07 to 45.9 days with a mean estimated probable error of +/16.7%. Ten predictive equations (compiled from the literature) were also evaluated using the measured coefficients. The most representative equation was one of the energy dissipation type with a standard error of 60.3%. Seven of the 10 predictive additional equations were modified using the measured coefficients and nonlinear regression techniques. The most accurate of the developed equations was also of the energy dissipation form and had a standard error of 54.9%. For 5 of the 13 subreaches in which both ethylene and propane were used, the ethylene data resulted in substantially larger reaeration coefficient values which were rejected. In these reaches, ethylene concentrations were probably significantly affected by one or more electrophilic addition reactions known to occur in aqueous media. (Author 's abstract)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/wri874020","usgsCitation":"Hampson, P.S., and Coffin, J., 1989, Measurement of reaeration coefficients for selected Florida streams: U.S. Geological Survey Water-Resources Investigations Report 87-4020, vi, 81 p. :ill. ;28 cm., https://doi.org/10.3133/wri874020.","productDescription":"vi, 81 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":124021,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4020/report-thumb.jpg"},{"id":56350,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6111a5","contributors":{"authors":[{"text":"Hampson, P. S.","contributorId":58677,"corporation":false,"usgs":true,"family":"Hampson","given":"P.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":198220,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Coffin, J.E.","contributorId":75913,"corporation":false,"usgs":true,"family":"Coffin","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":198221,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":38304,"text":"ofr89300H - 1989 - Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:09:49","indexId":"ofr89300H","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":"89-300","chapter":"H","title":"Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska","language":"ENGLISH","doi":"10.3133/ofr89300H","usgsCitation":"Townshend, J.B., O’Connell, R.V., and Varner, C.A., 1989, Preliminary geomagnetic data, College Observatory, Fairbanks, Alaska: U.S. Geological Survey Open-File Report 89-300, 19 p.:ill. ;28 cm., https://doi.org/10.3133/ofr89300H.","productDescription":"19 p.:ill. ;28 cm.","costCenters":[],"links":[{"id":164779,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0300h/report-thumb.jpg"},{"id":64676,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0300h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a2d9","contributors":{"authors":[{"text":"Townshend, John B.","contributorId":70383,"corporation":false,"usgs":true,"family":"Townshend","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":219574,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O’Connell, R. V.","contributorId":88755,"corporation":false,"usgs":true,"family":"O’Connell","given":"R.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":219575,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Varner, Carol Ann","contributorId":66705,"corporation":false,"usgs":true,"family":"Varner","given":"Carol","email":"","middleInitial":"Ann","affiliations":[],"preferred":false,"id":219573,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27661,"text":"wri894037 - 1989 - Trend analysis of Lake Parker stage and relation to various hydrologic factors, 1950-86, Lakeland, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri894037","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":"89-4037","title":"Trend analysis of Lake Parker stage and relation to various hydrologic factors, 1950-86, Lakeland, Florida","docAbstract":"Kendall tau test and regression analysis were used to determine if statistically significant long-term trends exist for Lake Parker, Florida stage data or for four other area lakes, four groundwater sites, four rainfall sites, Lakeland public-supply pumpage, and pan evaporation. A 10% significance level was used for criterion of an existing trend. Findings were consistent between the two analytical methods. There were no long-term trends indicated for seasonal or annual stage data at Lake Parker. Statistically significant Kendall tau slope estimators were detected for pan evaporation (+0.45 in/yr), Lakeland well-field pumpage (+0.56 million gal/day/yr), and one groundwater site (+0.48 ft/year). Decreasing trends were indicated for three other lakes (-0.03 to -0.27 ft/year) and one groundwater site (-0.25 ft/year). Kendall tau tests of four annual rainfall records indicated no long-term trends. Change in Lake Parker stage from November to May was related by multiple linear regression to change in groundwater level, rainfall, and pumpage for the same time period. The regression coefficient of determination was 0.90, and the standard error was 0.24 ft. Monthly change in lake stage for November through May was related to evaporation, rainfall, and groundwater levels with a coefficient of determination of 0.67 and a standard error of 0.14 ft. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports [distributor],","doi":"10.3133/wri894037","usgsCitation":"Henderson, S., and Lopez, M.A., 1989, Trend analysis of Lake Parker stage and relation to various hydrologic factors, 1950-86, Lakeland, Florida: U.S. Geological Survey Water-Resources Investigations Report 89-4037, iii, 19 p. :ill. ;28 cm., https://doi.org/10.3133/wri894037.","productDescription":"iii, 19 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158569,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4037/report-thumb.jpg"},{"id":56515,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4037/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db6267a1","contributors":{"authors":[{"text":"Henderson, S.E.","contributorId":70806,"corporation":false,"usgs":true,"family":"Henderson","given":"S.E.","email":"","affiliations":[],"preferred":false,"id":198488,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lopez, M. A.","contributorId":12493,"corporation":false,"usgs":true,"family":"Lopez","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198487,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28406,"text":"wri884101 - 1989 - Estimated use of water in Colorado, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri884101","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":"88-4101","title":"Estimated use of water in Colorado, 1985","docAbstract":"Water-use data was collected for the State of Colorado as part of the U.S. Geological Survey 's National Water-Use Information Program. An estimated 20,800 million gal/day of water were used in Colorado during 1985. 89% came from surface water sources and 11% came from groundwater sources. Public supply systems provided 4% of all water used in Colorado during 1985, but provided 80% of all commercial, domestic, and industrial water used. An estimated 4,840 million gal/day of water were consumed during 1985; return flows amounted to 16,000 million gallons per day. Of all water used, 60% was used for irrigation, 35% for hydroelectric power generation, and the remaining 5% for commercial, domestic, industrial, livestock, mining, and other uses. The most water was used in Montrose (3,260 million gal/day), Mesa (1,950 million gal/day), and Gunnison (1,520 million gal/day) Counties. The predominant water uses in these counties were hydroelectric power and irrigation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884101","usgsCitation":"Litke, D.W., and Appel, C.L., 1989, Estimated use of water in Colorado, 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4101, xi, 157 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884101.","productDescription":"xi, 157 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124029,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4101/report-thumb.jpg"},{"id":57211,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4101/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a044","contributors":{"authors":[{"text":"Litke, D. W.","contributorId":94346,"corporation":false,"usgs":true,"family":"Litke","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199745,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Appel, C. L.","contributorId":62212,"corporation":false,"usgs":true,"family":"Appel","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199744,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3813,"text":"cir1029 - 1989 - National and regional trends in water-well drilling in the United States, 1964-84","interactions":[],"lastModifiedDate":"2012-02-02T00:05:39","indexId":"cir1029","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1029","title":"National and regional trends in water-well drilling in the United States, 1964-84","docAbstract":"Information on national and regional water-well drilling activity is important for water-resource planning and management and for water-related equipment marketing. This report describes a study to analyze drilling trends on the basis of data for selected years from 1964 through 1984. The study focused primarily on the years 1964 and 1980-84 but also included data from 1960. \r\n\r\nApproximately 397,000 water wells were drilled in the United States in 1984. Seven States, Florida, Texas, New York, Michigan, North Carolina, Virginia, and Ohio, accounted for 39 percent of all the wells drilled in the United States in 1984. Florida led the Nation in drilling activity with 45,600 new wells. The 1984 national drilling total was 2.6 percent greater than the total for 1980 (387,000) and 8.5 percent less than the total for 1964 (434,000). However, these moderate differences do not reflect substantial year-to-year fluctuations that may have occurred during that 20-year period. \r\n\r\nQualitative comparisons suggest that drilling activity for a given year is closely related to the number of housing starts for that year. If so, there may have been peaks in drilling activity in 1972 and 1977-78 (corresponding to peaks in housing starts) that are not identified in this study because of a lack of available well-drilling data for those years. Well-drilling data for 1964 and the 1980-84 period probably represent a low to moderate level of drilling activity and, if compared to earlier data, suggest that there has been no substantial growth or decline in the water-well industry as a whole since the 1940's.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir1029","usgsCitation":"Hindall, S.M., and Eberle, M., 1989, National and regional trends in water-well drilling in the United States, 1964-84: U.S. Geological Survey Circular 1029, iii, 15 p. :ill. ;28 cm., https://doi.org/10.3133/cir1029.","productDescription":"iii, 15 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123207,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1989/1029/report-thumb.jpg"},{"id":30883,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1989/1029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b15ec","contributors":{"authors":[{"text":"Hindall, S. M.","contributorId":59414,"corporation":false,"usgs":true,"family":"Hindall","given":"S.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":147653,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eberle, Michael","contributorId":39770,"corporation":false,"usgs":true,"family":"Eberle","given":"Michael","email":"","affiliations":[],"preferred":false,"id":147652,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26404,"text":"wri884126 - 1989 - A vertically averaged spectral model for tidal circulation in estuaries","interactions":[],"lastModifiedDate":"2016-07-26T16:38:54","indexId":"wri884126","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":"88-4126","title":"A vertically averaged spectral model for tidal circulation in estuaries","docAbstract":"<p>A frequency dependent computer model based on the two-dimensional vertically averaged shallow-water equations is described for general purpose application in tidally dominated embayments. This model simulates the response of both tides and tidal currents to user-specified geometries and boundary conditions. The mathematical formulation and practical application of the model are discussed in detail. Salient features of the model include the ability to specify: (1) stage at the open boundaries as well as within the model grid, (2) velocities on open boundaries (river inflows and so forth), (3) spatially variable wind stress, and (4) spatially variable bottom friction. Using harmonically analyzed field data as boundary conditions, this model can be used to make real time predictions of tides and tidal currents. (USGS)</p>","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/wri884126","usgsCitation":"Burau, J., and Cheng, R.T., 1989, A vertically averaged spectral model for tidal circulation in estuaries: U.S. Geological Survey Water-Resources Investigations Report 88-4126, iv, 31 p. :ill. ;28 cm., https://doi.org/10.3133/wri884126.","productDescription":"iv, 31 p. :ill. ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":122831,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4126/report-thumb.jpg"},{"id":55194,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4126/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a52e5","contributors":{"authors":[{"text":"Burau, J.R. 0000-0002-5196-5035","orcid":"https://orcid.org/0000-0002-5196-5035","contributorId":7307,"corporation":false,"usgs":true,"family":"Burau","given":"J.R.","affiliations":[],"preferred":false,"id":196330,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cheng, R. T.","contributorId":23138,"corporation":false,"usgs":false,"family":"Cheng","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":196331,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":42386,"text":"ofr89593 - 1989 - Selected ground-water quality data for the southern part of the Fort Hall Indian Reservation, southeastern Idaho, July 1989","interactions":[],"lastModifiedDate":"2013-11-12T15:43:03","indexId":"ofr89593","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":"89-593","title":"Selected ground-water quality data for the southern part of the Fort Hall Indian Reservation, southeastern Idaho, July 1989","docAbstract":"Concentrations of nitrogen compounds were analyzed in groundwater in the southern part of the Fort Hall Indian Reservation, Idaho. The study area included that part of the reservation southeast of American Falls Reservoir and north of the Owl Canal. The scope of the study was limited to inventorying 56 wells and making onsite determinations of depth to water, specific conductance, pH, water temperature, and concentrations of total alkalinity, dissolved chloride, and dissolved nitrite plus nitrate as nitrogen. When onsite nitrite plus nitrate concentrations exceeded about 4 mg/L nitrogen, groundwater samples were collected for nitrite plus nitrate as nitrogen ammonia, and ammonia plus organic nitrogen as nitrogen analyes at the U.S. Geological Survey National Water Quality Laboratory. Selected well-inventory and water-quality data for the 56 groundwater samples collected in July 1989, and a statistical summary of selected water quality data are also presented. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89593","collaboration":"Prepared in cooperation with the Shoshone-Bannock Tribes, Fort Hall Indian Reservation","usgsCitation":"Young, H., and Parliman, D., 1989, Selected ground-water quality data for the southern part of the Fort Hall Indian Reservation, southeastern Idaho, July 1989: U.S. Geological Survey Open-File Report 89-593, 1 map ;22 x 21 cm., on sheet 63 x 97 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/ofr89593.","productDescription":"1 map ;22 x 21 cm., on sheet 63 x 97 cm., folded in envelope 30 x 24 cm.","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":136520,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":80154,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0593/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","country":"United States","state":"Idaho","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112.762299,42.799431 ], [ -112.762299,42.980037 ], [ -112.527122,42.980037 ], [ -112.527122,42.799431 ], [ -112.762299,42.799431 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699e11","contributors":{"authors":[{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":226383,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parliman, D. J.","contributorId":64220,"corporation":false,"usgs":true,"family":"Parliman","given":"D. J.","affiliations":[],"preferred":false,"id":226382,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26251,"text":"wri884184 - 1989 - Ground-water inflow to the Deschutes River near the Warm Springs Indian Reservation, Oregon, August 1985","interactions":[],"lastModifiedDate":"2017-02-07T08:22:16","indexId":"wri884184","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":"88-4184","title":"Ground-water inflow to the Deschutes River near the Warm Springs Indian Reservation, Oregon, August 1985","docAbstract":"Groundwater inflow to the Deschutes River near the Warm Springs Indian Reservation in Oregon was estimated for August 1985 by: (1) measuring streamflow at various sites along the river; (2) determining the part of the streamflow that is groundwater inflow; and (3) analyzing the hydraulic gradients of the groundwater flow system to estimate the amount of groundwater discharge to the Deschutes River from both sides of the river. Results of the streamflow analysis indicated that the Deschutes River gained 415 cu ft/sec between Round Butte Dam and Dant in August 1985. Results of the analysis on hydraulic gradients of the groundwater flow system showed that the amount of groundwater inflow from the west side ranged from about 207 to 216 cu ft/sec, and groundwater inflow from the east side ranged from about 199 to 207 cu ft/sec. Streamflow measurements in September 1985 along the Metolius River from the site above Jefferson creek to the site below Camp Creek indicated a gain of 70 cu ft/sec. From the site below Camp Creek to the gage above Lake Billy Chinook the results of discharge measurements showed a loss of 112 cu ft/sec. Because of lack of groundwater hydraulic-head and lithologic data, no analysis of the groundwater flow system near the Metolius River was attempted. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nBooks and Open-File Reports Section,","doi":"10.3133/wri884184","usgsCitation":"Bolke, E., and Laenen, A., 1989, Ground-water inflow to the Deschutes River near the Warm Springs Indian Reservation, Oregon, August 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4184, iv, 18 p. :ill., map ;28 cm., https://doi.org/10.3133/wri884184.","productDescription":"iv, 18 p. :ill., map ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":55050,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4184/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55051,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4184/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123382,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4184/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668cc5","contributors":{"authors":[{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":196060,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laenen, Antonius","contributorId":107673,"corporation":false,"usgs":true,"family":"Laenen","given":"Antonius","email":"","affiliations":[],"preferred":false,"id":196061,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":44375,"text":"wri874181 - 1989 - Corrosive ground water in the Kirkwood-Cohansey aquifer system in the vicinity of Ocean County, east-central New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:11:03","indexId":"wri874181","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":"87-4181","title":"Corrosive ground water in the Kirkwood-Cohansey aquifer system in the vicinity of Ocean County, east-central New Jersey","docAbstract":"Corrosive groundwater, which has been linked to trace-metal leaching from plumbing materials in Europe and the United States , has been identified in the Coastal Plain of New Jersey. The corrosiveness of groundwater in the Kirkwood-Cohansey aquifer system in New Jersey has been estimated by calculating values for the Aggressive Index, using groundwater chemistry data. A contour map of Aggressive-Index values shows that groundwater is very corrosive in the vicinity of Ocean County, New Jersey. Areas with the least corrosive water are generally along the coast, whereas areas with the most corrosive water are farther inland. (USGS)","language":"ENGLISH","doi":"10.3133/wri874181","usgsCitation":"Kish, G.R., Barringer, J., and Ulery, R.L., 1989, Corrosive ground water in the Kirkwood-Cohansey aquifer system in the vicinity of Ocean County, east-central New Jersey: U.S. Geological Survey Water-Resources Investigations Report 87-4181, 1 map : col. ; 91 x 112 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/wri874181.","productDescription":"1 map : col. ; 91 x 112 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":168926,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81664,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4181/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68440a","contributors":{"authors":[{"text":"Kish, George R. gkish@usgs.gov","contributorId":1329,"corporation":false,"usgs":true,"family":"Kish","given":"George","email":"gkish@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":229660,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barringer, Julia L.","contributorId":59419,"corporation":false,"usgs":true,"family":"Barringer","given":"Julia L.","affiliations":[],"preferred":false,"id":229662,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ulery, Randy L. rlulery@usgs.gov","contributorId":4679,"corporation":false,"usgs":true,"family":"Ulery","given":"Randy","email":"rlulery@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":229661,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
]}