{"pageNumber":"1846","pageRowStart":"46125","pageSize":"25","recordCount":68934,"records":[{"id":2333,"text":"wsp2338 - 1989 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","interactions":[{"subject":{"id":15073,"text":"ofr86543 - 1987 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","indexId":"ofr86543","publicationYear":"1987","noYear":false,"title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer"},"predicate":"SUPERSEDED_BY","object":{"id":2333,"text":"wsp2338 - 1989 - Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","indexId":"wsp2338","publicationYear":"1989","noYear":false,"title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp2338","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2338","title":"Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer","docAbstract":"The highly permeable, unconfined, glacial-drift aquifers that occupy most New England river valleys constitute the principal source of drinking water for many of the communities that obtain part or all of their public water supply from ground water. Recent events have shown that these aquifers are highly susceptible to contamination that results from a number of sources, such as seepage from wastewater lagoons, leaking \r\npetroleum-product storage tanks, and road salting. \r\n\r\nTo protect the quality of water pumped from supply wells in these aquifers, it is necessary to ensure that potentially harmful contaminants do not enter the ground in the area that contributes water to the well. A high degree of protection can be achieved through the application of appropriate land-use controls within the contributing area. However, the contributing areas for most supply wells are not known. \r\n\r\nThis report describes the factors that affect the size and shape of contributing areas to public supply wells and evaluates several methods that may be used to delineate contributing areas of wells in glacial-drift, river-valley aquifers. Analytical, two-dimensional numerical, and three-dimensional numerical models were used to delineate contributing areas. These methods of analysis were compared by applying them to a hypothetical aquifer having the dimensions and geometry of a typical glacial-drift, river-valley aquifer. In the model analyses, factors that control the size and shape of a contributing area were varied over ranges of values common to glacial-drift aquifers in New England. The controlling factors include the rate of well discharge, rate of recharge to the aquifer from precipitation and from adjacent till and bedrock uplands, distance of a pumping well from a stream or other potential source of induced recharge, degree of hydraulic connection of the aquifer with a stream, horizontal hydraulic conductivity of the aquifer, ratio of horizontal to vertical hydraulic conductivity, and degree of well penetration. \r\n\r\nAnalytical methods proved easiest to apply but gave results that are considered to be less accurate than those obtainable by means of numerical-model analysis. Numerical models have the capability to more closely reflect the variable geohydrologic conditions typical of glacial-drift valley aquifers. For average conditions in the hypothetical aquifer, the analytical method predicts a contributing area limited to the well side of the river because a constant-head boundary simulated by image wells is used in the analytical model. For typical glacial-drift, river-valley aquifers, this simulation is unrealistic because drawdowns, caused by a pumping well, and the contributing area of the well can extend beneath and beyond a river or stream. \r\n\r\nA wide range of hydrologic conditions was simulated by using the two-dimensional numerical model. The resulting contributing area for a well pumped at 1.0 million gallons per day--a common pumping rate--ranged from about 0.9 to 1.8 square miles. Model analyses also show that the contributing area of pumped wells may be expected to extend to the opposite side of the river and to include significant areas of till uplands adjacent to the aquifer on both sides of the valley. \r\n\r\nSimulations done with the three-dimensional model allow a full three-dimensional delineation of the zone of contribution for a pumped well. For the relatively thin (100 feet or less) unconfined aquifers considered in this analysis, the three-dimensional model showed that the zone of contribution extended throughout the entire saturated thickness of aquifer; therefore, the two-dimensional simulations were considered adequate for delineating contributing areas in this particular hydrologic setting. For thicker aquifers, especially those having partially penetrating wells, three-dimensional models are preferable. \r\n\r\nValues for several of the factors that affect the size and shape of contributing recharge areas cannot be det","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2338","usgsCitation":"Morrissey, D.J., 1989, Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer: U.S. Geological Survey Water Supply Paper 2338, v, 41 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2338.","productDescription":"v, 41 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":138464,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2338/report-thumb.jpg"},{"id":28194,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2338/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb1f0","contributors":{"authors":[{"text":"Morrissey, Daniel J.","contributorId":89875,"corporation":false,"usgs":true,"family":"Morrissey","given":"Daniel","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":145027,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":956,"text":"wsp2339 - 1989 - Guide for selecting Manning's roughness coefficients for natural channels and flood plains","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp2339","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2339","title":"Guide for selecting Manning's roughness coefficients for natural channels and flood plains","docAbstract":"Although much research has been done on Manning's roughness coefficient, n, for stream channels, very little has been done concerning the roughness values for densely vegetated flood plains. The n value is determined from the values of the factors that affect the roughness of channels and flood plains. In densely vegetated flood plains, the major roughness is caused by trees, vines, and brush. The n value for this type of flood plain can be determined by measuring the vegetation density of the flood plain. \r\n\r\nPhotographs of flood-plain segments where n values have been verified can be used as a comparison standard to aid in assigning n values to similar flood plains.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2339","usgsCitation":"Arcement, G.J., and Schneider, V.R., 1989, Guide for selecting Manning's roughness coefficients for natural channels and flood plains: U.S. Geological Survey Water Supply Paper 2339, v, 38 p. :ill. (some col.) ;28 cm., https://doi.org/10.3133/wsp2339.","productDescription":"v, 38 p. :ill. (some col.) ;28 cm.","costCenters":[],"links":[{"id":138076,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2339/report-thumb.jpg"},{"id":25478,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2339/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db6515fe","contributors":{"authors":[{"text":"Arcement, George J. garcemen@usgs.gov","contributorId":3101,"corporation":false,"usgs":true,"family":"Arcement","given":"George","email":"garcemen@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":142914,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, Verne R. vrschnei@usgs.gov","contributorId":279,"corporation":false,"usgs":true,"family":"Schneider","given":"Verne","email":"vrschnei@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":142913,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1039,"text":"wsp2305 - 1989 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","interactions":[{"subject":{"id":12707,"text":"ofr85571 - 1986 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","indexId":"ofr85571","publicationYear":"1986","noYear":false,"title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84"},"predicate":"SUPERSEDED_BY","object":{"id":1039,"text":"wsp2305 - 1989 - Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","indexId":"wsp2305","publicationYear":"1989","noYear":false,"title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:17","indexId":"wsp2305","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2305","title":"Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84","docAbstract":"Eighteen sources of drainage related to past coal-mining activity were identified in the Claybank Creek, Missouri, study area, and eight of them were considered large enough to have detectable effects on receiving streams. However, only three sources (two coal-waste sites and one spring draining an underground mine) significantly affected the chemistry of water in receiving streams. \r\n\r\nCoal wastes in the Claybank Creek basin contributed large quantities of acid drainage to receiving streams during storm runoff. The pH of coal-waste runoff ranged from 2.1 to 2.8. At these small pH values, concentrations of some dissolved metals and dissolved sulfate were a few to several hundred times larger than Federal and State water-quality standards established for these constituents. Effects of acid storm runoff were detected near the mouth of North Fork Claybank Creek where the pH during a small storm was 3.9. \r\n\r\nCoal wastes in the streambeds and seepage from coal wastes also had significant effects on receiving streams during base flows. The receiving waters had pH values between 2.8 and 3.5, and concentrations of some dissolved metals and dissolved sulfate were a few to several hundred times larger than Federal and State water-quality standards. \r\n\r\nMost underground mines in the North Fork Claybank Creek basin seem to be hydraulically connected, and about 80 percent of their discharge surfaced at one site. Drainage from the underground mines contributed most of the dissolved constituents in North Fork Claybank Creek during dry weather. Underground-mine water always had a pH near 5.9 and was well-buffered. It had a dissolved-sulfate concentration of about 2,400 milligrams per liter, dissolved-manganese concentrations ranging from 4.0 to 5.3 milligrams per liter, and large concentrations of ferrous iron. Iron was in the ferrous state because of reducing conditions in the mines. When underground-mine drainage reached the ground surface, the ferrous iron was oxidized and precipitated to form large, orange deposits of ferric hydroxide around the site and in stream beds. \r\n\r\nGenerally, drainage from strip mines had dissolved-sulfate concentrations several times larger than drainage from unmined areas. However, effects of drainage from strip mines on receiving streams were minimal when compared to the drainage from coal wastes and underground mines. \r\n\r\nNo appreciable effects of mine-related drainage were detected in the water of the Claybank Creek arm of Thomas Hill Reservoir at the time of sampling because beaver bogs upstream had trapped suspended coal wastes and moderated the effects. However, the concentration of coal in the bottom material was 60 percent of the coal concentration in coal wastes at Keota, indicating that the reservoir had received these wastes during the past.","language":"ENGLISH","publisher":"The Office ;\r\nFor sale by the Branch of Distribution Books and Open-File Reports Section U.S. Geological Survey Federal Center,","doi":"10.3133/wsp2305","usgsCitation":"Blevins, D.W., 1989, Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, north-central Missouri, 1983-84: U.S. Geological Survey Water Supply Paper 2305, v, 38 p. :ill. (some col.), maps ;28. cm.; 3 plates in pocket, https://doi.org/10.3133/wsp2305.","productDescription":"v, 38 p. :ill. (some col.), maps ;28. cm.; 3 plates in pocket","costCenters":[],"links":[{"id":137995,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2305/report-thumb.jpg"},{"id":25680,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2305/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25681,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2305/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25682,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2305/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25683,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2305/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e766f","contributors":{"authors":[{"text":"Blevins, Dale W. dblevins@usgs.gov","contributorId":2729,"corporation":false,"usgs":true,"family":"Blevins","given":"Dale","email":"dblevins@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":143075,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1816,"text":"wsp2327 - 1989 - Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois","interactions":[{"subject":{"id":14055,"text":"ofr86301 - 1987 - Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois","indexId":"ofr86301","publicationYear":"1987","noYear":false,"title":"Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois"},"predicate":"SUPERSEDED_BY","object":{"id":1816,"text":"wsp2327 - 1989 - Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois","indexId":"wsp2327","publicationYear":"1989","noYear":false,"title":"Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp2327","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2327","title":"Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois","docAbstract":"From July 1982 through June 1984, a study was made of the evapotranspiration and microclimate at a low-level radioactive-waste disposal site near Sheffield, Bureau County, Illinois. Vegetation at the site consists of mixed pasture grasses, primarily awnless brome (Bromus inermis) and red clover (Trifoleum pratense). Three methods were used to estimate evapotranspiration: (1) an energy budget with the Bowen ratio, (2) an aerodynamic profile, and (3) a soil-based water budget. For the aerodynamic-profile method, sensible-heat flux was estimated by a profile equation and evapotranspiration was then calculated as the residual in the energy-balance equation. Estimates by the energy-budget and aerodynamic-profile methods were computed from hourly data and then summed by days and months. Yearly estimates (for March through November) by these methods were in close agreement: 648 and 626 millimeters, respectively. Daily estimates reach a maximum of about 6 millimeters. The water-budget method produced only monthly estimates based on weekly or biweekly soil-moisture content measurements. The yearly evapotranspiration estimated by this method (which actually included only the months of April through October) was 655 millimeters. The March-through-November average for the three methods of 657 millimeters was equivalent to 70 percent of total precipitation. \r\n\r\nContinuous measurements were made of incoming and reflected shortwave radiation, incoming and emitted longwave radiation, net radiation, soil-heat flux, soil temperature, horizontal windspeed, and wet- and dry-bulb air temperature. Windspeed and air temperature were measured at heights of 0.5 and 2.0 meters (and also at 1.0 meter after September 1983). Soilmoisture content of the soil zone was measured with a gamma-attenuation gage. \r\n\r\nAnnual precipitation (938 millimeters) and average temperature (10.8 degrees Celsius) at the Sheffield site were virtually identical to long-term averages from nearby National Weather Service stations. Solar radiation averaged 65 percent of that normally expected under clear skies. Net radiation averaged 70.1 watts per square meter and was highest in July and negative during some winter months. Wind direction varied but was predominately south-southeasterly. Wind speed at the 2-meter height averaged 3.5 meters per second and was slightly higher in winter months than the rest of the year. The amount of water stored within the soil zone was greatest in early spring and least in late summer.\r\n\r\nSeasonal and diurnal trends of evapotranspiration rates mirrored those of net radiation; July was usually the month with the highest evapotranspiration rate. The ratio of sensible- to latentheat fluxes (commonly called the Bowen ratio) for the 2-year study period was 0.38, as averaged from the three methods. Monthly Bowen ratios fluctuated somewhat but averaged about 0.35 for late spring through summer. In fall, the ratio declined to zero or to slightly negative values. When the ratio was negative, the latent-heat flux was slightly greater than the net radiation because of additional energy supplied by' the cooling soil and air. \r\n\r\nEvapotranspiration calculated by the three methods averaged 75 percent of potential evapotranspiration, as estimated by the Penman equation. There was no apparent seasonal trend in the relation between actual and potential evapotranspiration rates.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nBooks and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2327","usgsCitation":"Healy, R.W., DeVries, M., and Sturrock, A.M., 1989, Evapotranspiration and microclimate at a low-level radioactive-waste disposal site in northwestern Illinois: U.S. Geological Survey Water Supply Paper 2327, v, 44 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2327.","productDescription":"v, 44 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":137215,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2327/report-thumb.jpg"},{"id":27012,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2327/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9bba","contributors":{"authors":[{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144203,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"DeVries, M.P.","contributorId":39760,"corporation":false,"usgs":true,"family":"DeVries","given":"M.P.","email":"","affiliations":[],"preferred":false,"id":144201,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sturrock, Alex M. Jr.","contributorId":62191,"corporation":false,"usgs":true,"family":"Sturrock","given":"Alex","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":144202,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2572,"text":"wsp2334 - 1989 - Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California","interactions":[{"subject":{"id":15575,"text":"ofr8667 - 1986 - Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde Valleys, Arizona and California","indexId":"ofr8667","publicationYear":"1986","noYear":false,"title":"Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde Valleys, Arizona and California"},"predicate":"SUPERSEDED_BY","object":{"id":2572,"text":"wsp2334 - 1989 - Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California","indexId":"wsp2334","publicationYear":"1989","noYear":false,"title":"Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2334","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2334","title":"Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California","docAbstract":"In 1981 the U.S. Geological Survey established an experimental project to assess the possible and practical use of remote-sensing data to estimate evapotranspiration as an approximation of consumptive use of water in the lower Colorado River flood plain. The project area was in Parker Valley, Arizona. The approach selected was to measure the areas covered by each type of vegetation, using remote-sensing data in various types of analyses, and to multiply each area by a predetermined water-use rate. \r\n\r\nTwo calibration and six remote-sensing methods of classifying crop types were compared for cost, accuracy, consistency, and labor requirements. Included were one method each for field reconnaissance using 1982 data, low-altitude (less than 5,000 feet) aerial photography using 1982 data, and visual photointerpretation of Landsat satellite images using 1981 and 1982 data; two methods for medium-altitude (15,000-18,000 feet) aerial photography using 1982 data; and three methods for digital Landsat satellite images using 1981 data. A test of the most promising digital-processing method, which used three image dates, was made in part of Palo Verde Valley, California, where 1981 crop data were more complete than in Parker Valley. \r\n\r\nOf the eight methods studied, the two-date digital-processing method was the most consistent and least labor intensive for identifying two or three major crops; visual photointerpretation of Landsat images was the least expensive. Evapotranspiration estimates from crop classifications by all methods differed by a maximum of 6 percent. Total evapotranspiration calculated from crop data and phreatophyte maps in 1981 ranged from 11 percent lower in Palo Verde Valley to 17 percent lower in Parker Valley than consumptive use calculated by water budgets. The difference was greater in Parker Valley because the winter crop data were not included.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nFor sale by the Books and Open-File Reports Section,","doi":"10.3133/wsp2334","usgsCitation":"Raymond, L.H., and Rezin, K.V., 1989, Evapotranspiration estimates using remote-sensing data, Parker and Palo Verde valleys, Arizona and California: U.S. Geological Survey Water Supply Paper 2334, iv, 18 p. :ill. (some col.), maps ;28 cm., https://doi.org/10.3133/wsp2334.","productDescription":"iv, 18 p. :ill. (some col.), maps ;28 cm.","costCenters":[],"links":[{"id":138599,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2334/report-thumb.jpg"},{"id":28843,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2334/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9b71","contributors":{"authors":[{"text":"Raymond, Lee H.","contributorId":83501,"corporation":false,"usgs":true,"family":"Raymond","given":"Lee","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145422,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rezin, Kelly V.","contributorId":18744,"corporation":false,"usgs":true,"family":"Rezin","given":"Kelly","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":145421,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2259,"text":"wsp2326B - 1989 - Sedimentary structures and textures of Rio Orinoco channel sands, Venezuela and Colombia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp2326B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2326","chapter":"B","title":"Sedimentary structures and textures of Rio Orinoco channel sands, Venezuela and Colombia","docAbstract":"Most sedimentary structures represented in sand bodies of the Rio Orinoco are tabular-planar cross-strata which, together with some wedge-planar cross-strata, are the products of sand-wave deposition. Locally, in areas of river meander where point bars characteristically form, trough structures forming festoon patterns are numerous. At a few localities, sets of nearly horizontal strata occur between tabular-planar sets and are interpreted to be the deposits of very fast currents of the upper flow regime; elsewhere, uncommon lenses and beds of silt, clay, or organic matter consisting of leaves and twigs, seem to be the result of quiet-water settling through gravity. \r\n\r\nBy far the most common grain size represented in the tabular-planar and wedge-planar cross-strata of the sandwave deposits is medium sand (? - ? millimeter) as determined by screen analyses. Many samples, however, also contain moderate quantities of coarse or very coarse sand. Eolian dunes on top of the sand-wave deposits are dominantly fine grained. The river channel sands were determined to be largely moderately well sorted, although in some places they were mostly well sorted, and in others, mostly moderately sorted.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2326B","usgsCitation":"McKee, E.D., 1989, Sedimentary structures and textures of Rio Orinoco channel sands, Venezuela and Colombia: U.S. Geological Survey Water Supply Paper 2326, viii, 23 p. :ill. (some col.) ;28 cm., https://doi.org/10.3133/wsp2326B.","productDescription":"viii, 23 p. :ill. (some col.) ;28 cm.","costCenters":[],"links":[{"id":137569,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2326b/report-thumb.jpg"},{"id":28042,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2326b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbd46","contributors":{"authors":[{"text":"McKee, Edwin Dinwiddie","contributorId":13207,"corporation":false,"usgs":true,"family":"McKee","given":"Edwin","email":"","middleInitial":"Dinwiddie","affiliations":[],"preferred":false,"id":144911,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2308,"text":"wsp2349 - 1989 - The significance of sediment transport in arroyo development","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2349","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2349","title":"The significance of sediment transport in arroyo development","docAbstract":"Arroyo widening dominates postincisional arroyo development, and the manner of widening is dependent on the grain size of bed material transported by the channel. \r\n\r\nWhen bed material is predominantly gravel, subaqueous bars that alternate from one side of the channel to the other form during high flows in initially narrow, often straight, arroyos. These alternate bars grow and become coarse-grained point bars. Moderate and low flows cannot rework these coarse bars, and the channel meanders around them. Arroyo walls opposite the bars are undercut and eroded. With progressive arroyo widening by erosion of cut banks, high-flow channel width increases, and depth decreases, reducing channel competence. Gravel is deposited in midchannel bars, point bars are reworked, and the channel becomes braided. As braiding becomes dominant, both arroyo walls are eroded. This conceptual model of coarse-grained arroyo development is based on observations of arroyo development through time using physical models and interpretation of the channel and arroyo morphology and sedimentology during a short period along the San Simon, San Pedro, and Santa Cruz Rivers in southeast Arizona. \r\n\r\nWhen bed material is predominantly sand, the channel pattern within initial arroyos is typically braided, and both arroyo walls are actively eroded. Alternate bars may form within single-thread, high-flow channels, but they are reworked during recessional flows, and the .low-flow channel is again braided. With progressive arroyo widening, fine sand, silt, and clay carried in suspension are deposited across a flood plain within the wide arroyo, causing the channel to meander. This fine-grained arroyo development model is based on observations of arroyo development through time using physical models and interpretation of the channel and arroyo morphology and sedimentology during a short period along the Rio Puerco, New Mexico. \r\n\r\nExperimental investigations using physical models in which incised channels were monitored through time indicate that the rate of arroyo widening is dependent on the amount of bedload transported through a reach. This is documented by the relations between the rate of arroyo erosion and the observed sediment transport, the channel slope, the channel width and the channel width-to-depth ratio. When a small amount of bed material is being transported, arroyos do not widen whether they are narrow (arroyo width-to-depth ratios between 1.5 and 3.1), intermediate (between 2.5 and 4.8), or wide (greater than 4.9). Arroyo widening resumes when a larger supply of bed material is introduced. \r\n\r\nArroyo widening decreases through time because with progressive increases of arroyo width, the frequency with which unstable channels within the arroyo impinge upon arroyo walls decreases. Arroyos become wider in a downstream direction in response to the cumulative effect of upstream sediment production.","language":"ENGLISH","publisher":"U.S. G.P.O ;\r\nFor sale by the Books and Open-File Reports Section, U.S. Geological Survey,","doi":"10.3133/wsp2349","usgsCitation":"Meyer, D.F., 1989, The significance of sediment transport in arroyo development: U.S. Geological Survey Water Supply Paper 2349, v, 61 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2349.","productDescription":"v, 61 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":137717,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2349/report-thumb.jpg"},{"id":28133,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2349/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fca5b","contributors":{"authors":[{"text":"Meyer, David F. dfmeyer@usgs.gov","contributorId":2176,"corporation":false,"usgs":true,"family":"Meyer","given":"David","email":"dfmeyer@usgs.gov","middleInitial":"F.","affiliations":[],"preferred":true,"id":144986,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13980,"text":"ofr87248 - 1989 - Construction, geologic, and water-level data for observation wells near Brentwood, Williamson County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:07:00","indexId":"ofr87248","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":"87-248","title":"Construction, geologic, and water-level data for observation wells near Brentwood, Williamson County, Tennessee","docAbstract":"Thirty-four observation wells were installed at 17 sites in the area of a hazardous-waste disposal site near Brentwood, in Williamson County, Tennessee. These wells were installed to supplement data collected from domestic wells in the area, to help define the geology of the study area and to determine the water levels. Both lithologic and geophysical logs were obtained for each well drilled to help define the formations encountered. Four limestone units, corresponding to the Bigby-Cannon limestone, the Hermitage Formation, the Carters Limestone (including the T-3 bentonite), and the Lebanon Limestone, were described from well cuttings and borehole geophysical logs. Water levels have been collected at both the shallow and deep wells at each site. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87248","usgsCitation":"Hanchar, D.W., 1989, Construction, geologic, and water-level data for observation wells near Brentwood, Williamson County, Tennessee: U.S. Geological Survey Open-File Report 87-248, iii, 27 leaves :map ;28 cm., https://doi.org/10.3133/ofr87248.","productDescription":"iii, 27 leaves :map ;28 cm.","costCenters":[],"links":[{"id":148045,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":988,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr87-248","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696f4e","contributors":{"authors":[{"text":"Hanchar, Dorothea Withington","contributorId":33333,"corporation":false,"usgs":true,"family":"Hanchar","given":"Dorothea","email":"","middleInitial":"Withington","affiliations":[],"preferred":false,"id":168730,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15239,"text":"ofr89262 - 1989 - Water-resources activities of the U.S. Geological Survey in Wyoming, fiscal years 1988 and 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr89262","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"89-262","title":"Water-resources activities of the U.S. Geological Survey in Wyoming, fiscal years 1988 and 1989","docAbstract":"There are two types of water-resources activities of the U.S. Geological Survey in Wyoming: collection of hydrologic data, and water-resources-appraisal projects. During Fiscal Years 1988 and 1989, the work was done in cooperation with 10 State agencies, 5 counties, 3 cities, 2 towns, 1 irrigation district, 2 Indian Tribes, and 8 Federal agencies. Lists and location maps are included for 180 streamflow stations, 16 reservoir stations, 120 surface-water-quality stations, 15 sediment stations, 88 groundwater-level observation wells, and 73 groundwater quality sites, which were in operation during Fiscal Year 1988 and (or) Fiscal Year 1989. During Fiscal Years 1987 and 1988, 17 streamflow stations, 13 surface-water-quality stations, 14 sediment stations, and 7 groundwater level observation wells were discontinued. During Fiscal year 1988 and through the first quarter of Fiscal Year 1989, 21 streamflow stations, 15 surface-water-quality stations, and 3 sediment stations were established or reactivated. Descriptions, location maps, and progress statements are given for 4 data collection projects and 27 water resources-appraisal projects that were active during Fiscal Year 1988 and (or) Fiscal Year 1989. Eleven projects were completed during Fiscal Year 1988 or 1989 and 10 projects that were completed except for the project reports. Also included is a bibliography of reports by U.S. Geological Survey authors about the water resources of Wyoming. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89262","usgsCitation":"Oden, D.M., 1989, Water-resources activities of the U.S. Geological Survey in Wyoming, fiscal years 1988 and 1989: U.S. Geological Survey Open-File Report 89-262, v, 124 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89262.","productDescription":"v, 124 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":147122,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0262/report-thumb.jpg"},{"id":44186,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0262/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4f68","contributors":{"authors":[{"text":"Oden, D. M. (compiler)","contributorId":57083,"corporation":false,"usgs":true,"family":"Oden","given":"D.","suffix":"(compiler)","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":170799,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14853,"text":"ofr88200 - 1989 - Water-level data for Las Vegas Valley, Clark County, Nevada, 1986-87","interactions":[],"lastModifiedDate":"2022-11-23T19:51:46.209922","indexId":"ofr88200","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":"88-200","title":"Water-level data for Las Vegas Valley, Clark County, Nevada, 1986-87","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr88200","usgsCitation":"Maurer, D.K., 1989, Water-level data for Las Vegas Valley, Clark County, Nevada, 1986-87: U.S. Geological Survey Open-File Report 88-200, Report: v, 45 p.; 2 Plates: 24.50 × 32.03 inches and 25.64 × 26.35 inches, https://doi.org/10.3133/ofr88200.","productDescription":"Report: v, 45 p.; 2 Plates: 24.50 × 32.03 inches and 25.64 × 26.35 inches","costCenters":[],"links":[{"id":146826,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0200/report-thumb.jpg"},{"id":43652,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0200/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43651,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0200/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43650,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0200/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":409598,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17357.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Nevada","county":"Clark County","otherGeospatial":"Las Vegas Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -114.876,\n              36.5\n            ],\n            [\n              -115.5,\n              36.5\n            ],\n            [\n              -115.5,\n              35.873\n            ],\n            [\n              -114.876,\n              35.873\n            ],\n            [\n              -114.876,\n              36.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e766c","contributors":{"authors":[{"text":"Maurer, Douglas K. dkmaurer@usgs.gov","contributorId":2308,"corporation":false,"usgs":true,"family":"Maurer","given":"Douglas","email":"dkmaurer@usgs.gov","middleInitial":"K.","affiliations":[],"preferred":true,"id":170125,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15638,"text":"ofr8932 - 1989 - Geologic and hydrologic data for the Rustler Formation near the Waste Isolation Pilot Plant, southeastern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr8932","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":"89-32","title":"Geologic and hydrologic data for the Rustler Formation near the Waste Isolation Pilot Plant, southeastern New Mexico","docAbstract":"The U.S. Geological Survey is investigating the geohydrology in the vicinity of the Waste Isolation Pilot Plant in southeastern New Mexico. Data presented were compiled in support of a regional groundwater flow model. The data include water level measurements obtained from the U.S. Geological Survey 's Groundwater Site-Inventory and OMNIANA data bases and stratigraphic information interpreted from commercial geophysical logs. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/ofr8932","usgsCitation":"Richey, S.F., 1989, Geologic and hydrologic data for the Rustler Formation near the Waste Isolation Pilot Plant, southeastern New Mexico: U.S. Geological Survey Open-File Report 89-32, iii, 72 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr8932.","productDescription":"iii, 72 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":147676,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0032/report-thumb.jpg"},{"id":44602,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0032/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a53f4","contributors":{"authors":[{"text":"Richey, Steven F.","contributorId":50511,"corporation":false,"usgs":true,"family":"Richey","given":"Steven","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":171476,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14399,"text":"ofr89230 - 1989 - Hydrologic data for the Big Spring basin, Clayton County, Iowa, water year 1988","interactions":[],"lastModifiedDate":"2016-03-11T13:10:16","indexId":"ofr89230","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":"89-230","title":"Hydrologic data for the Big Spring basin, Clayton County, Iowa, water year 1988","docAbstract":"<p>Hydrologic data was collected during the 1988 water year in cooperation with the Iowa Department of Natural Resources Geological Survey Bureau in the Big Spring ground-water basin located in Clayton County, Iowa. Information on precipitation, streams, and ground water was collected in the basin.</p>\n<p>Total rainfall at Big Spring was 24.08 inches. The greatest monthly rainfall was in September. Calcium and sulfate were the predominant ions in the rain and the median ammonia and nitrate concentrations as nitrogen were 0.40 and 0.37 mg/L (milligrams per liter), respectively.</p>\n<p>Stream discharge, water temperature, specific conductance, and pH were monitored continuously and monthly water-quality samples were collected at three sites in the basin. In the streams, water temperature and pH vary diurnally and are greatest during the day. Specific conductance varies inversely with water temperature and pH. The predominant ions in the streams were calcium, magnesium, and bicarbonate. Nitrate plus nitrite as nitrogen concentrations ranged from 0.5 to 15 mg/L. Pesticide concentrations ranged from less than 0.10 <span>&micro;</span>g/L (micrograms per liter) to 0.72 <span>&micro;</span>g/L. Atrazine was detected in 12 of 13 stream samples and cyanazine was detected in 4 of 13 samples.</p>\n<p>The daily mean temperature of the water in Big Spring ranged from 9.7 to 10.6 degrees Celsius, the daily mean specific conductance ranged from 698 to 735 microsiemens per centimeter at 25 degrees Celsius, and the daily median pH ranged from 6.7 to 7.1. Calcium, magnesium, and bicarbonate were the predominant ions in solution. Nitrate plus nitrite as nitrogen concentrations ranged from 7.5 to 11 mg/L. Atrazine was the only pesticide detected in the monthly samples from Big Spring. Atrazine concentrations were greater than the detection limit in six of seven samples and ranged from less than 0.10 to 0.26 <span>&micro;</span>g/L.</p>\n<p>During a baseflow seepage study, June 28 and 29, the discharge lost by streams in the basin was 5.57 cubic feet per second and the dissolved nitrogen load lost was 0.19 tons per day. The discharge and total dissolved nitrogen leaving the basin in streams was 2.93 cubic feet per second and 0.02 tons per day, respectively.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/ofr89230","collaboration":"Prepared in cooperation with the Iowa Department of Natural Resource (Geological Survey Bureau)","usgsCitation":"Kalkhoff, S.J., 1989, Hydrologic data for the Big Spring basin, Clayton County, Iowa, water year 1988: U.S. Geological Survey Open-File Report 89-230, vi, 44 p. ill.; 28 cm., https://doi.org/10.3133/ofr89230.","productDescription":"vi, 44 p. ill.; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":43081,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0230/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148343,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0230/report-thumb.jpg"}],"country":"United States","state":"Iowa","county":"Clayton County","otherGeospatial":"Big Spring basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -91.59782409667969,\n              42.903885012632266\n            ],\n            [\n              -91.59782409667969,\n              43.08694333811321\n            ],\n            [\n              -91.28952026367188,\n              43.08694333811321\n            ],\n            [\n              -91.28952026367188,\n              42.903885012632266\n            ],\n            [\n              -91.59782409667969,\n              42.903885012632266\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f781","contributors":{"authors":[{"text":"Kalkhoff, Stephen J. 0000-0003-4110-1716 sjkalkho@usgs.gov","orcid":"https://orcid.org/0000-0003-4110-1716","contributorId":1731,"corporation":false,"usgs":true,"family":"Kalkhoff","given":"Stephen","email":"sjkalkho@usgs.gov","middleInitial":"J.","affiliations":[{"id":36532,"text":"Central Midwest Water Science Center","active":true,"usgs":true},{"id":35680,"text":"Illinois-Iowa-Missouri Water Science Center","active":true,"usgs":true},{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"preferred":true,"id":169389,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14874,"text":"ofr88327 - 1989 - Water-resources data for the Umatilla Indian Reservation, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T09:36:29","indexId":"ofr88327","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":"88-327","title":"Water-resources data for the Umatilla Indian Reservation, Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr88327","usgsCitation":"McCarthy, K.A., 1989, Water-resources data for the Umatilla Indian Reservation, Oregon: U.S. Geological Survey Open-File Report 88-327, iv, 23 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr88327.","productDescription":"iv, 23 p. ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":43682,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1988/0327/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43683,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0327/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147216,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0327/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e8e","contributors":{"authors":[{"text":"McCarthy, Kathleen A. mccarthy@usgs.gov","contributorId":1159,"corporation":false,"usgs":true,"family":"McCarthy","given":"Kathleen","email":"mccarthy@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":170163,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14905,"text":"ofr89117 - 1989 - Analytical results and sample locality map for 10 water samples from springs, domestic wells, and streams near the Baboquivari Peak, Ragged Top, and Table Top Mountain Wilderness Study Areas, Pima and Pinal counties, Arizona","interactions":[],"lastModifiedDate":"2021-10-01T21:17:52.301103","indexId":"ofr89117","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":"89-117","title":"Analytical results and sample locality map for 10 water samples from springs, domestic wells, and streams near the Baboquivari Peak, Ragged Top, and Table Top Mountain Wilderness Study Areas, Pima and Pinal counties, Arizona","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr89117","usgsCitation":"McHugh, J.B., Ficklin, W.H., and Nowlan, G., 1989, Analytical results and sample locality map for 10 water samples from springs, domestic wells, and streams near the Baboquivari Peak, Ragged Top, and Table Top Mountain Wilderness Study Areas, Pima and Pinal counties, Arizona: U.S. Geological Survey Open-File Report 89-117, Report: 11 p.; 1 Plate: 20.39 × 26.03 inches, https://doi.org/10.3133/ofr89117.","productDescription":"Report: 11 p.; 1 Plate: 20.39 × 26.03 inches","costCenters":[],"links":[{"id":390152,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17578.htm"},{"id":43711,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0117/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43710,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0117/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146314,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0117/report-thumb.jpg"}],"country":"United States","state":"Arizona","county":"Pima County, Pinal County","otherGeospatial":"Baboquivari Peak, Rugged Top, and Table Top Mountain Wilderness Study Areas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.884521484375,\n              31.784216884487385\n            ],\n            [\n              -111.005859375,\n              31.784216884487385\n            ],\n            [\n              -111.005859375,\n              33.458942753687644\n            ],\n            [\n              -112.884521484375,\n              33.458942753687644\n            ],\n            [\n              -112.884521484375,\n              31.784216884487385\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acee4b07f02db67f612","contributors":{"authors":[{"text":"McHugh, J. B.","contributorId":79462,"corporation":false,"usgs":true,"family":"McHugh","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":170208,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ficklin, W. H.","contributorId":89517,"corporation":false,"usgs":true,"family":"Ficklin","given":"W.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":170209,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nowlan, G.A.","contributorId":99131,"corporation":false,"usgs":true,"family":"Nowlan","given":"G.A.","affiliations":[],"preferred":false,"id":170210,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":14906,"text":"ofr8915 - 1989 - Analytical results and sample locality map for 21 water samples from domestic wells and springs near the Rimrock, Sand Canyon, Little Rimrock, and Pinyon Wilderness Study Areas, Cibola and Catron Counties, New Mexico","interactions":[],"lastModifiedDate":"2022-09-07T20:33:11.576841","indexId":"ofr8915","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":"89-15","title":"Analytical results and sample locality map for 21 water samples from domestic wells and springs near the Rimrock, Sand Canyon, Little Rimrock, and Pinyon Wilderness Study Areas, Cibola and Catron Counties, New Mexico","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8915","usgsCitation":"McHugh, J.B., and Nowlan, G., 1989, Analytical results and sample locality map for 21 water samples from domestic wells and springs near the Rimrock, Sand Canyon, Little Rimrock, and Pinyon Wilderness Study Areas, Cibola and Catron Counties, New Mexico: U.S. Geological Survey Open-File Report 89-15, Report: 7 p.; 1 Plate: 13.03 × 21.81 inches, https://doi.org/10.3133/ofr8915.","productDescription":"Report: 7 p.; 1 Plate: 13.03 × 21.81 inches","costCenters":[],"links":[{"id":406344,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17555.htm","linkFileType":{"id":5,"text":"html"}},{"id":43713,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0015/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43712,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0015/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146332,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0015/report-thumb.jpg"}],"country":"United States","state":"New Mexico","county":"Catron County, Cibola County","otherGeospatial":"Rimrock, Sand Canyon, Little Rimrock, and Pinyon Wilderness Study Areas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108,\n              34.562\n            ],\n            [\n              -107.75,\n              34.562\n            ],\n            [\n              -107.75,\n              34.929\n            ],\n            [\n              -108,\n              34.929\n            ],\n            [\n              -108,\n              34.562\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acee4b07f02db67f61a","contributors":{"authors":[{"text":"McHugh, J. B.","contributorId":79462,"corporation":false,"usgs":true,"family":"McHugh","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":170211,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nowlan, G.A.","contributorId":99131,"corporation":false,"usgs":true,"family":"Nowlan","given":"G.A.","affiliations":[],"preferred":false,"id":170212,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12725,"text":"ofr89411 - 1989 - Senegal River Valley Ground-Water Monitoring Project; summary report on piezometer evaluation, February-March 1989","interactions":[],"lastModifiedDate":"2012-02-02T00:06:39","indexId":"ofr89411","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":"89-411","title":"Senegal River Valley Ground-Water Monitoring Project; summary report on piezometer evaluation, February-March 1989","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports Section [distributor],","doi":"10.3133/ofr89411","usgsCitation":"Bolke, E., and Stephens, J., 1989, Senegal River Valley Ground-Water Monitoring Project; summary report on piezometer evaluation, February-March 1989: U.S. Geological Survey Open-File Report 89-411, iii, 11 p. :map ;28 cm., https://doi.org/10.3133/ofr89411.","productDescription":"iii, 11 p. :map ;28 cm.","costCenters":[],"links":[{"id":145745,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0411/report-thumb.jpg"},{"id":41135,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0411/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a1d7","contributors":{"authors":[{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":166604,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stephens, J.C.","contributorId":74010,"corporation":false,"usgs":true,"family":"Stephens","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":166605,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14907,"text":"ofr89301 - 1989 - Analytical results and sample locality maps for 12 water samples from  springs and domestic wells near the El Dorado, Lime Canyon, and Million Hills Wilderness Study Areas, Clark County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:46","indexId":"ofr89301","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":"89-301","title":"Analytical results and sample locality maps for 12 water samples from  springs and domestic wells near the El Dorado, Lime Canyon, and Million Hills Wilderness Study Areas, Clark County, Nevada","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/ofr89301","usgsCitation":"McHugh, J., and Nowlan, G., 1989, Analytical results and sample locality maps for 12 water samples from  springs and domestic wells near the El Dorado, Lime Canyon, and Million Hills Wilderness Study Areas, Clark County, Nevada: U.S. Geological Survey Open-File Report 89-301, 10 p.  :maps ;28 cm., https://doi.org/10.3133/ofr89301.","productDescription":"10 p.  :maps ;28 cm.","costCenters":[],"links":[{"id":146333,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0301/report-thumb.jpg"},{"id":43714,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0301/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43715,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0301/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e3ee","contributors":{"authors":[{"text":"McHugh, John B.","contributorId":64651,"corporation":false,"usgs":true,"family":"McHugh","given":"John B.","affiliations":[],"preferred":false,"id":170213,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nowlan, G.A.","contributorId":99131,"corporation":false,"usgs":true,"family":"Nowlan","given":"G.A.","affiliations":[],"preferred":false,"id":170214,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14912,"text":"ofr89334 - 1989 - Hydrogeochemical survey of groundwater for selected areas in the Arabian Shield and in cover rocks, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2015-09-02T18:10:54","indexId":"ofr89334","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":"89-334","title":"Hydrogeochemical survey of groundwater for selected areas in the Arabian Shield and in cover rocks, Kingdom of Saudi Arabia","docAbstract":"<p>In the spring of 1984, a hydrogeochemical survey was conducted in the Kingdom of Saudi Arabia to test ground water as a sampling medium in exploration for mineral deposits. Eighty-one water samples (mostly from wells) were collected. The samples were analysed for the presence and concentration of major cations and anions, as well as a suite of trace elements. Most of the water samples contained high concentrations of dissolved salts. The majority of the samples showed no significant amounts of the trace elements. A few well-water samples contained moderately anomalous concentrations of zinc, molybdenum, and uranium. These anomalies could be due to salinity effects, contamination, or the proximity of mineral sources. This survey has established some baseline water-chemistry data, especially for the trace metals, which to date have not been reported in ground water in the Kingdom of Saudi Arabia.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr89334","usgsCitation":"McHugh, J., and Miller, W.R., 1989, Hydrogeochemical survey of groundwater for selected areas in the Arabian Shield and in cover rocks, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 89-334, ii, 38 p. ill. ;28 cm., https://doi.org/10.3133/ofr89334.","productDescription":"ii, 38 p. ill. ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":43720,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0334/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146338,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0334/report-thumb.jpg"}],"country":"Saudi Arabia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              39,\n              32\n            ],\n            [\n              39,\n              28\n            ],\n            [\n              42,\n              28\n            ],\n            [\n              42,\n              32\n            ],\n            [\n              39,\n              32\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              45,\n              21\n            ],\n            [\n              45,\n              25\n            ],\n            [\n              50,\n              25\n            ],\n            [\n              50,\n              21\n            ],\n            [\n              45,\n              21\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              38,\n              24\n            ],\n            [\n              38,\n              27\n            ],\n            [\n              44,\n              27\n            ],\n            [\n              44,\n              24\n            ],\n            [\n              38,\n              24\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628de2","contributors":{"authors":[{"text":"McHugh, John B.","contributorId":64651,"corporation":false,"usgs":true,"family":"McHugh","given":"John B.","affiliations":[],"preferred":false,"id":170227,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, W. Roger","contributorId":60191,"corporation":false,"usgs":true,"family":"Miller","given":"W.","email":"","middleInitial":"Roger","affiliations":[],"preferred":false,"id":170226,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12485,"text":"ofr8962 - 1989 - Statistical summary of streamflow data for Indiana","interactions":[{"subject":{"id":27759,"text":"wri7535 - 1976 - Statistical summaries of Indiana streamflow data","indexId":"wri7535","publicationYear":"1976","noYear":false,"title":"Statistical summaries of Indiana streamflow data"},"predicate":"SUPERSEDED_BY","object":{"id":12485,"text":"ofr8962 - 1989 - Statistical summary of streamflow data for Indiana","indexId":"ofr8962","publicationYear":"1989","noYear":false,"title":"Statistical summary of streamflow data for Indiana"},"id":1}],"lastModifiedDate":"2016-05-09T11:17:09","indexId":"ofr8962","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":"89-62","title":"Statistical summary of streamflow data for Indiana","docAbstract":"<p>Statistical analyses of daily mean discharge values collected at 229 Indiana streamflow-gaging stations are presented. For each station, data collected from the beginning of period of record through the 1985 water year were analyzed. Summaries include flow-duration, high-flow, and low-flow tables, and monthly and annual mean discharge. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr8962","usgsCitation":"Arvin, D.V., 1989, Statistical summary of streamflow data for Indiana: U.S. Geological Survey Open-File Report 89-62, iii., 964 p., https://doi.org/10.3133/ofr8962.","productDescription":"iii., 964 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":145240,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0062/report-thumb.jpg"},{"id":40737,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":13683,"text":"ofr8845 - 1989 - Retrospective report on bottom-sediment studies; NAWQA surface water study, Yakima River Basin, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr8845","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":"88-45","title":"Retrospective report on bottom-sediment studies; NAWQA surface water study, Yakima River Basin, Washington","language":"ENGLISH","publisher":"U. S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr8845","usgsCitation":"Fries, T.L., and Ryder, J.L., 1989, Retrospective report on bottom-sediment studies; NAWQA surface water study, Yakima River Basin, Washington: U.S. Geological Survey Open-File Report 88-45, 21 p. :ill. ;28 cm., https://doi.org/10.3133/ofr8845.","productDescription":"21 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":147720,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1988/0045/report-thumb.jpg"},{"id":42235,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1988/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6042f0","contributors":{"authors":[{"text":"Fries, T. L.","contributorId":12053,"corporation":false,"usgs":true,"family":"Fries","given":"T.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":168227,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ryder, J. L.","contributorId":30997,"corporation":false,"usgs":true,"family":"Ryder","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":168228,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14923,"text":"ofr8960 - 1989 - Surface-water-quality assessment of the Yakima River basin, Washington; a pilot study","interactions":[],"lastModifiedDate":"2017-02-07T09:40:57","indexId":"ofr8960","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":"89-60","title":"Surface-water-quality assessment of the Yakima River basin, Washington; a pilot study","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8960","usgsCitation":"McKenzie, S.W., and Curtiss, D.A., 1989, Surface-water-quality assessment of the Yakima River basin, Washington; a pilot study: U.S. Geological Survey Open-File Report 89-60, 1 folded sheet (6 p.) :ill. ;23 x 11 cm., https://doi.org/10.3133/ofr8960.","productDescription":"1 folded sheet (6 p.) :ill. ;23 x 11 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":43736,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0060/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146278,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0060/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a4e6","contributors":{"authors":[{"text":"McKenzie, Stuart W.","contributorId":27841,"corporation":false,"usgs":true,"family":"McKenzie","given":"Stuart","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":170255,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Curtiss, David A.","contributorId":80955,"corporation":false,"usgs":true,"family":"Curtiss","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":170256,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14259,"text":"ofr89401 - 1989 - Compilation of geohydrologic data collected as part of the areal appraisal of ground-water resources near Branson, Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:06:45","indexId":"ofr89401","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":"89-401","title":"Compilation of geohydrologic data collected as part of the areal appraisal of ground-water resources near Branson, Missouri","docAbstract":"A rapidly developing retirement community and tourist industry in the Branson, Missouri area has created an increased demand for potable water, especially in the summer months. The rapid pace of residential and business expansion has created concerns regarding the future groundwater availability and quality. Water levels measured in the Ozark aquifer during the summer of 1988 and March 1989 show water levels increasing in 22 wells, decreasing in 2 wells, and remaining the same in 1 well. The water level increases ranged from 1 to 111 ft. These measurements and similar measurements during the summer of 1989 will be used to calibrate a three-dimensional model of groundwater flow in the Branson area and estimate the long-term effect of large groundwater withdrawals during the summer tourist season. A reconnaissance of water quality in 34 wells that are open to the Ozark aquifer shows specific conductance ranging from 347 to 841 microsiemens/cm at 25 C and no fecal coliform bacteria present in any well. Chloride and nitrate concentrations in all wells were well below the Missouri Department of Natural Resources recommended maximum concentrations of 250 mg/L and 10 mg/L, respectively. Analysis of 5 water samples for 33 volatile organic compounds failed to detect any concentrations in excess of the detection limits. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports [distributor],","doi":"10.3133/ofr89401","usgsCitation":"Imes, J., 1989, Compilation of geohydrologic data collected as part of the areal appraisal of ground-water resources near Branson, Missouri: U.S. Geological Survey Open-File Report 89-401, v, 24 p. :ill. ;28 cm., https://doi.org/10.3133/ofr89401.","productDescription":"v, 24 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":146304,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0401/report-thumb.jpg"},{"id":42940,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0401/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1de4b07f02db6a984e","contributors":{"authors":[{"text":"Imes, J. L.","contributorId":61428,"corporation":false,"usgs":true,"family":"Imes","given":"J. L.","affiliations":[],"preferred":false,"id":169163,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":12449,"text":"ofr89267 - 1989 - Effects of controlled agricultural practices on water quality in the Minnesota sand-plain aquifer","interactions":[],"lastModifiedDate":"2018-03-05T10:22:49","indexId":"ofr89267","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":"89-267","title":"Effects of controlled agricultural practices on water quality in the Minnesota sand-plain aquifer","docAbstract":"<p>Recent studies of Minnesota's sand plains indicate that ground-water chemistry is related to agricultural practices. Surficial sand-plain aquifers cover 8,000,000 acres of Minnesota and are a major source of water for domestic use, irrigation, and some municipal systems. The sand-plain aquifers consist of sand and gravel deposits that are from 20 to greater than 100 feet thick and are covered by a thin sandy loam that generally is less than 2 feet thick. Sand-plain aquifers are recharged by the downward percolation of precipitation through the soil root zone and the unsaturated zone in the sand to the water table. The water table is the upper surface of the zone of saturation and forms the top of the sand-plain aquifer. Sand-plain aquifers are susceptible to contamination by agricultural chemicals (fertilizers and pesticides), if downward-percolating recharge water contains these chemicals. The concentrations of nitrate, pesticides, and some other chemical constituents fluctuate seasonally and differ with depth below the water table (Anderson, 1989). Despite the availability of water-quality data for about 260 wells that were collected during previous studies in three U.S. Geological Survey (USGS) project areas in Minnesota, it is not known how concentrations of agricultural chemicals in ground water relate to the rate and timing of fertilizer and pesticide application or to the tillage practices used. Field-scale research is needed to determine the effects of different farming practices on the concentrations of nitrate, pesticides, and other agricultural chemicals in ground water in the unsaturated and saturated zones.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr89267","usgsCitation":"Anderson, H.W., and Stoner, J., 1989, Effects of controlled agricultural practices on water quality in the Minnesota sand-plain aquifer: U.S. Geological Survey Open-File Report 89-267, 2 p., https://doi.org/10.3133/ofr89267.","productDescription":"2 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":144924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0267/report-thumb.jpg"},{"id":40706,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0267/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Rosholt Research Farm","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.17054796218872,\n              45.71503454736602\n            ],\n            [\n              -95.1705265045166,\n              45.71254742425641\n            ],\n            [\n              -95.18084764480591,\n              45.70884650005261\n            ],\n            [\n              -95.1809549331665,\n              45.71510945899554\n            ],\n            [\n              -95.17054796218872,\n              45.71503454736602\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2fe4b07f02db615fc3","contributors":{"authors":[{"text":"Anderson, H. W. Jr.","contributorId":11187,"corporation":false,"usgs":true,"family":"Anderson","given":"H.","suffix":"Jr.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":166158,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stoner, J.D.","contributorId":58261,"corporation":false,"usgs":true,"family":"Stoner","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":166159,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13679,"text":"ofr89250 - 1989 - National Research Program of the Water Resources Division, U.S. Geological Survey: Fiscal Year 1988","interactions":[],"lastModifiedDate":"2012-02-02T00:07:01","indexId":"ofr89250","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":"89-250","title":"National Research Program of the Water Resources Division, U.S. Geological Survey: Fiscal Year 1988","docAbstract":"The National Research Program (NRP) of the US Geological Survey 's Water Resources Division (WRD) had its beginnings in the late 1950 's when ' core research ' was added as a line item to the Congressional budget. Since that time, the NRP has grown to encompass a broad spectrum of scientific investigations. The sciences of hydrology, mathematics, chemistry, physics, ecology, biology, geology, and engineering are used to gain a fundamental understanding of the processes that affect the availability, movement, and quality of the Nation 's water resources. The NRP is located principally in Reston, VA, Denver, CO, and Menlo Park , CA. The NRP is subdivided into six disciplines as follows: (1) Ecology; (2) Geomorphology and Sediment Transport; (3) Groundwater Chemistry; (4) Groundwater Hydrology; (5) Surface Water Chemistry; and (6) Surface Water Hydrology. The report provides current information about the NRP on an annual basis. Organized by the six research disciplines, the volume contains a summary of the problem, objective, approach, and progress for each project that was active during fiscal year 1988.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr89250","usgsCitation":"Friedman, L.C., and Donato, C.N., 1989, National Research Program of the Water Resources Division, U.S. Geological Survey: Fiscal Year 1988: U.S. Geological Survey Open-File Report 89-250, iii, 240 p., https://doi.org/10.3133/ofr89250.","productDescription":"iii, 240 p.","temporalStart":"1987-10-01","temporalEnd":"1988-09-30","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":147561,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0250/report-thumb.jpg"},{"id":42227,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0250/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64958d","contributors":{"authors":[{"text":"Friedman, Linda C. (compiler)","contributorId":82327,"corporation":false,"usgs":true,"family":"Friedman","given":"Linda","suffix":"(compiler)","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":168222,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Donato, Christine N.","contributorId":43791,"corporation":false,"usgs":true,"family":"Donato","given":"Christine","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":168221,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12126,"text":"ofr89265 - 1989 - Index of surface-water stations in Texas, January 1989","interactions":[],"lastModifiedDate":"2016-08-22T14:37:41","indexId":"ofr89265","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":"89-265","title":"Index of surface-water stations in Texas, January 1989","docAbstract":"<p>As of January 1, 1989, the surface-water data-collection network in Texas included 373 continuous-streamflow, 75 continuous or daily reservoir-content, 37 gage-height, 15 crest-stage partial-record, 200 data collection platform, 7 periodic discharge through range, 27 flood-hydrograph partial-record, 27 low-flow partial-record, 43 daily chemical-quality, 17 continuous-recording water quality, 87 periodic biological, 11 lake survey, 159 period organic and (or) nutrient, 2 periodic insecticide, 28 periodic pesticide, 19 automatic sampler, 137 periodic minor element, 126 periodic chemical-quality, 75 periodic physical organic, 17 continuous-recording temperature, and 29 national stream-gaging accounting network stations. Plate 1 shows the location of surface-water streamflow or reservoir-content and chemical-quality or sediment stations in Texas. Plate 2 shows the location of partial-record surface-water stations. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr89265","usgsCitation":"Rawson, J., Carrillo, E., and Buckner, H., 1989, Index of surface-water stations in Texas, January 1989: U.S. Geological Survey Open-File Report 89-265, Report: iii, 17 p.; 2 Plates: 17.08 x 16.15 inches and 17.18 x 15.90 inches, https://doi.org/10.3133/ofr89265.","productDescription":"Report: iii, 17 p.; 2 Plates: 17.08 x 16.15 inches and 17.18 x 15.90 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":146308,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1989/0265/report-thumb.jpg"},{"id":40153,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0265/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40154,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0265/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40155,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1989/0265/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f8e4b07f02db5f2699","contributors":{"authors":[{"text":"Rawson, Jack (compiler)","contributorId":10435,"corporation":false,"usgs":true,"family":"Rawson","given":"Jack","suffix":"(compiler)","email":"","affiliations":[],"preferred":false,"id":165167,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carrillo, E.R.","contributorId":77924,"corporation":false,"usgs":true,"family":"Carrillo","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":165169,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Buckner, H.D.","contributorId":49783,"corporation":false,"usgs":true,"family":"Buckner","given":"H.D.","email":"","affiliations":[],"preferred":false,"id":165168,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
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