{"pageNumber":"501","pageRowStart":"12500","pageSize":"25","recordCount":16502,"records":[{"id":68397,"text":"ha710 - 1987 - Average Annual Runoff in the United States, 1951-80","interactions":[{"subject":{"id":48938,"text":"ofr85627 - 1985 - Average Annual Runoff in the United States, 1951-80","indexId":"ofr85627","publicationYear":"1985","noYear":false,"title":"Average Annual Runoff in the United States, 1951-80"},"predicate":"SUPERSEDED_BY","object":{"id":68397,"text":"ha710 - 1987 - Average Annual Runoff in the United States, 1951-80","indexId":"ha710","publicationYear":"1987","noYear":false,"title":"Average Annual Runoff in the United States, 1951-80"},"id":1}],"lastModifiedDate":"2015-10-05T16:19:51","indexId":"ha710","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"710","title":"Average Annual Runoff in the United States, 1951-80","docAbstract":"<p><span>Runoff is the water in a river or stream that results from precipitation falling on the drainage basin. It is the net discharge into the stream from surface-water and ground-water sources with losses occurring from evapotranspiration and other consumptive uses. Runoff can be expressed by a variety of numerical values, but average depth of water over the drainage basin, in inches per year, probably is the most widely used unit of measurement.</span></p>\n<p><span>The map of average annual runoff (fig. 1), in inches per year, shows the geographical distribution of runoff in tributary streams for the years 1951&mdash;80; it describes the magnitudes and variations of runoff nationwide. The map was prepared to reflect the runoff of tributary streams rather than in major rivers in order to represent more accurately the local or small scale variation in runoff with precipitation and other geographical characteristics. The 1951&ndash;80 period was selected to conform to the period chosen by the World Meteorological Organization for study of climatic variations. The map should not be used to estimate the streamflow for any specific site. More detailed information for a specific area can be obtained from streamflow data collected by the U.S. Geological Survey, other Federal agencies, and State agencies.</span></p>\n<p>&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha710","usgsCitation":"Gebert, W., Graczyk, D., and Krug, W.R., 1987, Average Annual Runoff in the United States, 1951-80: U.S. Geological Survey Hydrologic Atlas 710, 1 Sheet: 33.50 x 43.73 inches, https://doi.org/10.3133/ha710.","productDescription":"1 Sheet: 33.50 x 43.73 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":185703,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89902,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/710/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"7500000","country":"United 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,{"id":48970,"text":"ofr86608 - 1987 - Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1984","interactions":[],"lastModifiedDate":"2017-06-14T11:22:15","indexId":"ofr86608","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-608","title":"Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1984","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in the Austin and Houston areas, and have been completed in the Dallas-Fort Worth and San Antonio areas.</p>\n<p>The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volumes;</li>\n<li>To determine the effect of urban development on flood peaks and volumes; and</li>\n<li>To ascertain the variation in water quality for different flow conditions and different seasons.</li>\n</ol>\n<p>This report, the twenty-first and last scheduled in a series of reports published annually, is primarily applicable to objective 2. The report presents hydrologic data collected in the Houston urban area for the 1984 water year (October 1, 1983 to September 30, 1984).</p>\n<p>A report by Johnson and Sayre (1973) utilized records collected from 1965 to 1969 to study the effects of urbanization on floods in the Houston area. That report also summarized various basin parameters. A report by Waddell, Massey, and Jennings (1979) presented data on runoff from the Houston area and computed concentrations and loads of selected water-quality constituents discharged to Galveston Bay. The study utilized a variation of the \"STORM\" model developed by the Hydrologic Engineering Center of the U.S. Army Corps of Engineers. A report prepared by Liscum and Massey (1980) presented a technique for estimating the magnitude and frequency of floods in the Houston area from drainage areas, bank-full conveyance, and percentage of urban development.</p>\n<p>A definition of terms related to streamflow, water quality, and other hydrologic data, as used in this report, are defined in \"U.S. Geological Survey, Water-resources data for Texas, water year 1984, volume 2.\"</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr86608","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., Bruchmiller, J., Brown, D.W., and Paul, E., 1987, Hydrologic data for urban studies in the Houston metropolitan area, Texas, 1984: U.S. Geological Survey Open-File Report 86-608, viii, 127 p., https://doi.org/10.3133/ofr86608.","productDescription":"viii, 127 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,{"id":68406,"text":"ha704 - 1987 - Approximate potentiometric surfaces for the aquifers of the Texas coastal uplands system, 1980","interactions":[],"lastModifiedDate":"2016-08-05T12:12:44","indexId":"ha704","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"704","title":"Approximate potentiometric surfaces for the aquifers of the Texas coastal uplands system, 1980","docAbstract":"<p>The National Water Commission recommended that the U.S. Geological Survey conduct intensive studies of the important regional aquifer systems in the United States, particularly those with declining water levels and deteriorating water quality. &nbsp;The result has been a series of Regional Aquifer-System Analysis (RASA) studies, one of which is the 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,{"id":68575,"text":"ha690 - 1987 - Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon","interactions":[{"subject":{"id":44010,"text":"ofr84434 - 1984 - Water withdrawn for irrigation in 1980 on the Snake River plain, Idaho and eastern Oregon","indexId":"ofr84434","publicationYear":"1984","noYear":false,"title":"Water withdrawn for irrigation in 1980 on the Snake River plain, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":68575,"text":"ha690 - 1987 - Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon","indexId":"ha690","publicationYear":"1987","noYear":false,"title":"Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon"},"id":1}],"lastModifiedDate":"2013-11-12T14:52:30","indexId":"ha690","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"690","title":"Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon","docAbstract":"No abstract available.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha690","usgsCitation":"Bigelow, B.B., Goodell, S.A., and Newton, G.D., 1987, Water withdrawn for irrigation in 1980 on the Snake River Plain, Idaho and eastern Oregon: U.S. Geological Survey Hydrologic Atlas 690, 2 Plates: 49.00 x 38.00 inches, https://doi.org/10.3133/ha690.","productDescription":"2 Plates: 49.00 x 38.00 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":189993,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90210,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/690/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90211,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/690/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Idaho;Oregon","otherGeospatial":"Snake River Plain","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.25,42.25 ], [ -117.25,44.5 ], [ -111.5,44.5 ], [ -111.5,42.25 ], [ -117.25,42.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eef61","contributors":{"authors":[{"text":"Bigelow, B. B.","contributorId":76317,"corporation":false,"usgs":true,"family":"Bigelow","given":"B.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":278500,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goodell, S. A.","contributorId":38168,"corporation":false,"usgs":true,"family":"Goodell","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":278498,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Newton, G. D.","contributorId":43374,"corporation":false,"usgs":true,"family":"Newton","given":"G.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":278499,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68212,"text":"ha696 - 1987 - Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon","interactions":[{"subject":{"id":43032,"text":"ofr85167 - 1985 - Solute distribution in waters in the Snake River basin, Idaho and eastern Oregon","indexId":"ofr85167","publicationYear":"1985","noYear":false,"title":"Solute distribution in waters in the Snake River basin, Idaho and eastern Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":68212,"text":"ha696 - 1987 - Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon","indexId":"ha696","publicationYear":"1987","noYear":false,"title":"Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon"},"id":1}],"lastModifiedDate":"2020-10-05T12:54:44.455258","indexId":"ha696","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"696","title":"Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha696","usgsCitation":"Low, W.H., 1987, Solute distribution in ground and surface water in the Snake River Basin, Idaho and eastern Oregon: U.S. Geological Survey Hydrologic Atlas 696, 2 Plates: 41.96 x 29.72 inches and 40.00 x 27.72 inches, https://doi.org/10.3133/ha696.","productDescription":"2 Plates: 41.96 x 29.72 inches and 40.00 x 27.72 inches","costCenters":[],"links":[{"id":185626,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89562,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/696/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89561,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/696/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Idaho, Oregon","otherGeospatial":"Snake River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.5,\n              42\n            ],\n            [\n              -111.5,\n              42\n            ],\n            [\n              -111.5,\n              45.1\n            ],\n            [\n              -117.5,\n              45.1\n            ],\n            [\n              -117.5,\n              42\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ece4b07f02db5eb4d0","contributors":{"authors":[{"text":"Low, Walton H.","contributorId":92672,"corporation":false,"usgs":true,"family":"Low","given":"Walton","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277850,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":67955,"text":"ha689 - 1987 - Floods of December 1982 in southeastern Missouri","interactions":[],"lastModifiedDate":"2012-02-10T00:11:29","indexId":"ha689","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"689","title":"Floods of December 1982 in southeastern Missouri","language":"ENGLISH","doi":"10.3133/ha689","usgsCitation":"Waite, L.A., and Alexander, T.W., 1987, Floods of December 1982 in southeastern Missouri: U.S. Geological Survey Hydrologic Atlas 689, 1 map :col. ;sheet 82 x 110 cm., folded in envelope 32 x 24 cm., https://doi.org/10.3133/ha689.","productDescription":"1 map :col. ;sheet 82 x 110 cm., folded in envelope 32 x 24 cm.","costCenters":[],"links":[{"id":185552,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89173,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89174,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89175,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89176,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89177,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/689/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"750000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -92.5,36 ], [ -92.5,39 ], [ -89,39 ], [ -89,36 ], [ -92.5,36 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5dfc9e","contributors":{"authors":[{"text":"Waite, Loyd A.","contributorId":79914,"corporation":false,"usgs":true,"family":"Waite","given":"Loyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277388,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, Terry W.","contributorId":21193,"corporation":false,"usgs":true,"family":"Alexander","given":"Terry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277387,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15526,"text":"ofr87125 - 1987 - Streamflow and cross-section data for the Tombigbee River between Aliceville and Gainesville locks and dams","interactions":[],"lastModifiedDate":"2012-02-02T00:07:02","indexId":"ofr87125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-125","title":"Streamflow and cross-section data for the Tombigbee River between Aliceville and Gainesville locks and dams","docAbstract":"A review of records and historical research of floods for the Tombigbee River near Cochrane, Alabama, show that the flood of 1892 was the highest since 1818. In 1962 the U.S. Army Corps of Engineers estimated a peak discharge of 235,000 cu ft/sec for this flood. This estimated discharge is more than 40% &gt; the next highest flood peak; that of 1973. Limit curves developed for the tailwater of Aliceville Lock and Dam, based on 61 computed discharge and 24 discharge measurements, show the range in stage for a given discharge at this site. Similarly, limit curves developed for Gainesville Lock and Dam pool were developed based on 49 computed discharges and 10 mean daily discharges. Data from hydrographic surveys that were made for more than 100 ranges in 1937 and 1971 are on file with the U.S. Army Corps of Engineers. Presently 49 sedimentation ranges between Aliceville Lock and Dam and Gainesville Lock and Dam are surveyed routinely. Comparison of these and other data may be made to identify changes occurring along this reach of the river as a result of natural and man-made causes. These and other hydrologic data collected along the reach of the Tombigbee River between Aliceville Lock and Dam and Gainesville Lock and Dam are presented in tables. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87125","usgsCitation":"Psinakis, W.L., and Gardner, R.A., 1987, Streamflow and cross-section data for the Tombigbee River between Aliceville and Gainesville locks and dams: U.S. Geological Survey Open-File Report 87-125, v, 27 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87125.","productDescription":"v, 27 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":147797,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0125/report-thumb.jpg"},{"id":44484,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f5d","contributors":{"authors":[{"text":"Psinakis, W. L.","contributorId":104074,"corporation":false,"usgs":true,"family":"Psinakis","given":"W.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":171269,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gardner, R. A.","contributorId":51754,"corporation":false,"usgs":true,"family":"Gardner","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":171268,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15073,"text":"ofr86543 - 1987 - 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}],"supersededBy":{"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"},"lastModifiedDate":"2019-11-27T10:47:25","indexId":"ofr86543","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-543","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 communities that obtain part or all of their public water supply from groundwater. Analytical , two-dimensional numerical and three-dimensional numerical models were used to delineate contributing areas of groundwater pollution. These methods of analysis were compared by applying them to 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. These 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. Numerical models of valley aquifers are deemed best suited to determine the approximate contributing area of a well because of their capability to simulate more accurately the variable geohydrologic conditions typical of glacial drift valley aquifers. On the basis of results obtained with the two-dimensional numerical model, for which a wide range of hydrologic conditions were simulated, the contributing area in a typical glacial drift, river valley setting for a well pumped at a rate of 1.0 million gal/day--a common pumping rate--can be expected to range from about 0.9 to 1.8 sq mi. Model analysis also shows 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. Simulations with the three-dimensional model allow a full delineation of the zone of contribution for a pumped well. For the relatively thin (100 ft or less) unconfined aquifers considered in this analysis, the model showed that the zone of contribution extended throughout the entire saturated thickness of aquifer. (Lantz-PTT)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr86543","usgsCitation":"Morrissey, D.J., 1987, Estimation of the recharge area contributing water to a pumped well in a glacial-drift, river-valley aquifer: U.S. Geological Survey Open-File Report 86-543, vi, 60 p. , https://doi.org/10.3133/ofr86543.","productDescription":"vi, 60 p. ","costCenters":[],"links":[{"id":369733,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0543/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0543/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4e5","contributors":{"authors":[{"text":"Morrissey, D. J.","contributorId":51305,"corporation":false,"usgs":true,"family":"Morrissey","given":"D.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":170524,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15406,"text":"ofr8580 - 1987 - Hydrologic data from the integrated lake-watershed acidification study in the west-central Adirondack Mountains, New York : October 1977 through January 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:06:58","indexId":"ofr8580","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-80","title":"Hydrologic data from the integrated lake-watershed acidification study in the west-central Adirondack Mountains, New York : October 1977 through January 1982","docAbstract":"Hydrologic data were collected from three forested headwater lake watersheds in Herkimer and Hamilton Counties from October 1977 through early January 1982 as part of the Integrated Lake-Watersheds Acidification Study (ILWAS). ILWAS was established in 1977 to determine why these lakes differ in pH when all receive equal amounts of acidic atmospheric deposition. Woods Lake is acidic (pH ranges from 4 to 5), Panther Lake is neutral (pH ranges from 5 to 7.5), and Sagamore Lake is intermediate (pH ranges from 5 to 6). The data tabulated herein include discharge at the three lake outlets and in a tributary to each lake; lake-water stage at each lake; chemical quality of lake water, including total concentrations of zinc, iron, manganese, and lead, at each lake outlet and at Lost Brook (a tributary to Sagamore Lake); groundwater stage from 29 wells; major ion concentrations of groundwater from 22 of these wells; temperature of soil from three depths at one site in each watershed; soil-moisture tension at three depths at eight sites - four in the neutral-lake basin, three in the acidic-lake basin , and one in the intermediate-lake basin; and average snowpack depths and water equivalents at approximately 20 snow-course sites in each basin for three sampling periods during the 1979-80 winter. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8580","usgsCitation":"Peters, N., Murdoch, P., and Dalton, F., 1987, Hydrologic data from the integrated lake-watershed acidification study in the west-central Adirondack Mountains, New York : October 1977 through January 1982: U.S. Geological Survey Open-File Report 85-80, v, 146 p. :maps ;28 cm., https://doi.org/10.3133/ofr8580.","productDescription":"v, 146 p. :maps ;28 cm.","costCenters":[],"links":[{"id":147976,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0080/report-thumb.jpg"},{"id":44361,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0080/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60770b","contributors":{"authors":[{"text":"Peters, N.E.","contributorId":33332,"corporation":false,"usgs":true,"family":"Peters","given":"N.E.","email":"","affiliations":[],"preferred":false,"id":171082,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Murdoch, Peter S.","contributorId":73547,"corporation":false,"usgs":true,"family":"Murdoch","given":"Peter S.","affiliations":[],"preferred":false,"id":171084,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dalton, F.N.","contributorId":58283,"corporation":false,"usgs":true,"family":"Dalton","given":"F.N.","email":"","affiliations":[],"preferred":false,"id":171083,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":15246,"text":"ofr87398 - 1987 - Reflections on writing hydrologic reports","interactions":[],"lastModifiedDate":"2012-02-02T00:06:52","indexId":"ofr87398","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-398","title":"Reflections on writing hydrologic reports","docAbstract":"Reporting of scientific work should be characterized by a logical argument that is developed through presentation of the problem, tabulation and display of data pertinent to the problem , and testing and interpretation of the data to prove hypotheses that address the problem. Organization of the report is vital to developing this logical argument: it provides structure, continuity, logic, and emphasis to the presentation. Each part of the report serves a specific function and each is linked by a connecting logic, the logical argument of the report. Each scientific report normally has a title, table of contents, abstract, introduction, body (of the report), and summary and/or conclusions. Organization of sections within the body of the report is exactly parallel to overall organization; subjects presented in the section title are developed by logical subdivisions and pertinent discussion. The summary and/or conclusions section culminates the logical argument of the report by drawing together and quantitatively reiterating the principal conclusions developed in the discussion. Supplemental information on report content, background of the study, additional data or details on procedures, and other information of interest to the reader is presented in the foreward or preface, list of illustrations or tables, glossaries, and appendixes. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87398","usgsCitation":"Olcott, P.G., 1987, Reflections on writing hydrologic reports: U.S. Geological Survey Open-File Report 87-398, iii, 8 p. ;28 cm., https://doi.org/10.3133/ofr87398.","productDescription":"iii, 8 p. ;28 cm.","costCenters":[],"links":[{"id":147153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0398/report-thumb.jpg"},{"id":44188,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0398/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6350dc","contributors":{"authors":[{"text":"Olcott, Perry G.","contributorId":17249,"corporation":false,"usgs":true,"family":"Olcott","given":"Perry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":170813,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21055,"text":"ofr86607 - 1987 - Climatic data for Williams Lake, Hubbard County, Minnesota, 1985","interactions":[],"lastModifiedDate":"2018-04-02T11:34:17","indexId":"ofr86607","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-607","title":"Climatic data for Williams Lake, Hubbard County, Minnesota, 1985","docAbstract":"<p>Research on the hydrology of Williams Lake, north-central Minnesota includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer studies, including: water-surface temperature, dry-bulb and wet-bulb air temperatures, wind speed, precipitation, and solar and atmospheric radiation. Data are collected at raft and land stations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lakewood, CO","doi":"10.3133/ofr86607","usgsCitation":"Sturrock, A., Rosenberry, D., and Winter, T.C., 1987, Climatic data for Williams Lake, Hubbard County, Minnesota, 1985: U.S. Geological Survey Open-File Report 86-607, iii, 40 p., https://doi.org/10.3133/ofr86607.","productDescription":"iii, 40 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":50645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0607/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":154428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0607/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County","otherGeospatial":"Williams Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47c7e4b07f02db4aadc8","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":183758,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rosenberry, D.O. 0000-0003-0681-5641","orcid":"https://orcid.org/0000-0003-0681-5641","contributorId":38500,"corporation":false,"usgs":true,"family":"Rosenberry","given":"D.O.","affiliations":[],"preferred":true,"id":183759,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":183757,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25792,"text":"wri874076 - 1987 - Surface-water hydrology of the Little Black River basin, Missouri and Arkansas, before water-land improvement practices","interactions":[],"lastModifiedDate":"2022-12-28T22:48:11.030144","indexId":"wri874076","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4076","title":"Surface-water hydrology of the Little Black River basin, Missouri and Arkansas, before water-land improvement practices","docAbstract":"<p>The U. S. Department of Agriculture, Soil Conservation Service, in accordance with Public Law 566, is implementing various types of water-land improvement practices in the Little Black River basin in southeastern Missouri. These practices are designed, in part, to decrease the suspended sediment (SS) transport in the basin, decrease flood damage in the basin, and improve drainage in the agricultural area. The general features of the basin, such as geology, groundwater hydrology, soils, land use, water use, and precipitation are described; surface water quantity, quality, and suspended sediment discharge are also described. The aquifers are the Mississippi River valley alluvial aquifer, which can yield about 3,500 gal/min to properly constructed wells, and the Ozark and St. Francois aquifers, which can yield from about 30 to 500 gal/min to properly constructed wells. Soils in the area have formed in loess and cherty residuum in the uplands or have formed in alluvial sediment in the lowlands. About 93% of the estimated 3 billion gal/year of water used in the basin is for crop irrigation. The average monthly precipitation varies slightly throughout the year, with an average annual precipitation of about 47 inches. Water quality data were collected at seven stations. Specific conductance values ranged from 50 to 400 microsiemens/cm at 25 C. Water temperatures ranged from 0.0 C in the winter to 33.5 C in summer. pH values ranged from 6.4 to 8.5 units. Dissolved oxygen concentrations ranged from 2.2 to 12.8 ml/l. Total nitrogen concentrations ranged from 0.13 to 2.20 ml/l as nitrogen, with organic nitrogen as the most abundant form. Phosphorus concentrations ranged from zero to 0.29 ml/l as phosphorus. Bacterial counts were largest during storm runoff in the basin with livestock waste as the significant contributor. For the period from October 1, 1980, to September 30, 1984, the average annual SS discharge ranged from 2,230 tons/yr in the headwater areas to 27,800 tons/yr at the most downstream station. The average annual SS yield ranged from 59.6 to 85.9 tons/sq mi.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874076","usgsCitation":"Berkas, W., Femmer, S.R., Mesko, T.O., and Thompson, B.W., 1987, Surface-water hydrology of the Little Black River basin, Missouri and Arkansas, before water-land improvement practices: U.S. Geological Survey Water-Resources Investigations Report 87-4076, ix, 54 p., https://doi.org/10.3133/wri874076.","productDescription":"ix, 54 p.","costCenters":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"links":[{"id":411156,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46751.htm","linkFileType":{"id":5,"text":"html"}},{"id":54539,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4076/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158357,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4076/report-thumb.jpg"}],"country":"United States","state":"Arkansas, Missouri","otherGeospatial":"Little Black River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -90.85,\n              36.8833\n            ],\n            [\n              -90.85,\n              36.4583\n            ],\n            [\n              -90.5,\n              36.4583\n            ],\n            [\n              -90.5,\n              36.8833\n            ],\n            [\n              -90.85,\n              36.8833\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a62f","contributors":{"authors":[{"text":"Berkas, W.R.","contributorId":59808,"corporation":false,"usgs":true,"family":"Berkas","given":"W.R.","affiliations":[],"preferred":false,"id":195091,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Femmer, Suzanne R. sfemmer@usgs.gov","contributorId":2668,"corporation":false,"usgs":true,"family":"Femmer","given":"Suzanne","email":"sfemmer@usgs.gov","middleInitial":"R.","affiliations":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"preferred":false,"id":195089,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mesko, T. O.","contributorId":83934,"corporation":false,"usgs":true,"family":"Mesko","given":"T.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":195092,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thompson, B. W.","contributorId":20363,"corporation":false,"usgs":true,"family":"Thompson","given":"B.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":195090,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":12346,"text":"ofr87109 - 1987 - U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987","interactions":[{"subject":{"id":70175478,"text":"ofr87109C - 1987 - Movement and fate of crude-oil in contaminants in the subsurface environment at Bemidji, Minnesota: Chapter C in <i>U.S. Geological Survey program on toxic waste--ground-water contamination: Proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987</i>","indexId":"ofr87109C","publicationYear":"1987","noYear":false,"chapter":"C","title":"Movement and fate of crude-oil in contaminants in the subsurface environment at Bemidji, Minnesota: Chapter C in <i>U.S. Geological Survey program on toxic waste--ground-water contamination: Proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987</i>"},"predicate":"IS_PART_OF","object":{"id":12346,"text":"ofr87109 - 1987 - U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987","indexId":"ofr87109","publicationYear":"1987","noYear":false,"title":"U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987"},"id":1}],"lastModifiedDate":"2016-04-18T11:25:50","indexId":"ofr87109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-109","title":"U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987","docAbstract":"<p>Problems of ground-water contamination from leaking surface impoundments are common in surficial aquifers, and are a subject of increasing concern and attention. A potentially widespread contamination problem involves organic chemicals used in wood-preserving processes. Creosote is the most extensively used industrial preservative in the United States today, with more than 400 wood-preserving plants in the United States collectively using 4.5x10<sup>9</sup> kg (kilograms) of creosote per year (von Rumker and others, 1975). It is estimated that creosote contains more than 200 major individual compounds with differing molecular weights, polarities, and functionalities, along with dispersed solids and products of polymerization (Novotny and others, 1981). Analyses of creosote consist of approximately 85 percent by weight polynuclear aromatic hydrocarbons, 12 percent phenolic compounds, and 3 percent heterocyclic compounds containing nitrogen, sulfur, and oxygen.</p>\n<p>Because of the widespread distribution of creosote in the environment, an abandoned wood-treatment plant in Pensacola, Fla., was selected by the U.S. Geological Survey Office of Hazardous Waste Hydrology as one of three national research demonstration areas in order to increase our understanding of hydrologic processes affecting the distributions of contaminants in ground water. The site was selected because of its long, uninterrupted history (1902 81) of discharging wastewaters to unlined surface impoundments, availability of a preliminary data base (Troutman and others, 1984), and the high probability of useful technology transfer from an investigation of the fate of organic compounds associated with wood-preserving wastewaters in the subsurface environment.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Tallahassee, FL","doi":"10.3133/ofr87109","usgsCitation":"1987, U.S. Geological Survey program on toxic waste--ground-water contamination; proceedings of the Third technical meeting, Pensacola, Florida, March 23-27, 1987: U.S. Geological Survey Open-File Report 87-109, 1 v. 213 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr87109.","productDescription":"1 v. 213 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":40584,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0109/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143769,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0109/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db61230e","contributors":{"editors":[{"text":"Franks, Bernard J.","contributorId":106088,"corporation":false,"usgs":true,"family":"Franks","given":"Bernard","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":626884,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":12109,"text":"ofr8741 - 1987 - Hydrologic hazards along Squaw Creek from a hypothetical failure of the glacial moraine impounding Carver Lake near Sisters, Oregon","interactions":[],"lastModifiedDate":"2017-02-07T09:33:17","indexId":"ofr8741","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-41","title":"Hydrologic hazards along Squaw Creek from a hypothetical failure of the glacial moraine impounding Carver Lake near Sisters, Oregon","docAbstract":"A hydrologic hazard exists that could create a large-magnitude, but short-duration, flood in the Squaw Creek drainage and inundate areas in and around the community of Sisters, Oregon. There is a 1 to 5% probability that Carver Lake, located at elevation 7,800 ft above sea level on the east slope of South Sister mountain, Oregon, could catastrophically empty. At the U.S. Geological Survey gage (14075000) on Squaw Creek between Carver Lake and Sisters, the magnitude of the breakout flood would be 10 times that of a 1% probability meteorological flood. In Sisters, the magnitude of the breakout flood would be about five times that of a 1% probability meteorological flood. Several conditions at Carver Lake indicate the potential hazard: (1) The lake is very deep for its size; the lake contains 740 acre-ft of water and is more than 100 ft deep; (2) There is a probability that a large magnitude avalanche and consequent overtopping of the lake could occur. There are steep slopes of unstable volcanic rock and an extensively cravassed glacier located above the lake; (3) The moraine dam confining the lake is steep-faced, rendering the dam unstable, and unvegetated making it highly erodible; (4) Large amounts of readily erodible material available for transport would increase the magnitude of a large flood and keep the flood from attenuating in the steep reaches of the Squaw Creek channel; (5) and, Geologically, there is a greater than normal possibility for the area to become seismically active. Earthquakes could cause rock and ice to fall into the lake. A one-dimensional unsteady-state streamflow model was used to route a hypothetical flood down the Squaw Creek drainage. This scenario creates a starting hydrograph with a peak of 180,000 cu ft/sec. The ensuing hypothetical flood would incorporate readily erodible debris and sediments in the steep canyons, increasing the total volume of the flood by a factor of two. As the peak emerges from the steeper slopes into a more gently sloping valley 8 miles from the lake, the peak would attenuate to 47,000 cu ft/sec. At the Geological Survey gage at river mile 26.6, the peak would attenuate to 21,000 cu ft/sec. In Sisters on the alluvial fan, at about 20 miles downstream from the lake, the peak would continue to attenuate to 9,800 cu ft/sec. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8741","usgsCitation":"Laenen, A., Scott, K.M., Costa, J.E., and Orzol, L., 1987, Hydrologic hazards along Squaw Creek from a hypothetical failure of the glacial moraine impounding Carver Lake near Sisters, Oregon: U.S. Geological Survey Open-File Report 87-41, viii, 48 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr8741.","productDescription":"viii, 48 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":40141,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0041/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144762,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0041/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db60566b","contributors":{"authors":[{"text":"Laenen, Antonius","contributorId":107673,"corporation":false,"usgs":true,"family":"Laenen","given":"Antonius","email":"","affiliations":[],"preferred":false,"id":165109,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, K. M.","contributorId":8119,"corporation":false,"usgs":true,"family":"Scott","given":"K.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":165106,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Costa, J. E.","contributorId":28977,"corporation":false,"usgs":true,"family":"Costa","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":165107,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Orzol, L.L.","contributorId":63419,"corporation":false,"usgs":true,"family":"Orzol","given":"L.L.","affiliations":[],"preferred":false,"id":165108,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":12999,"text":"ofr87235 - 1987 - Ground-water quality assessment of the central Oklahoma Aquifer, Oklahoma; project description","interactions":[],"lastModifiedDate":"2012-02-02T00:06:51","indexId":"ofr87235","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-235","title":"Ground-water quality assessment of the central Oklahoma Aquifer, Oklahoma; project description","docAbstract":"In April 1986, the U.S. Geological Survey began a pilot program to assess the quality of the Nation's surface-water and ground-water resources. The program, known as the National Water-Quality Assessment (NAWQA) program, is designed to acquire and interpret information about a variety of water-quality issues.\r\nThe Central Oklahoma aquifer project is one of three ground-water pilot projects that have been started. The NAWQA program also incudes four surface-water pilot projects. The Central Oklahoma aquifer project, as part of the pilot NAWQA program, will develop and test methods for performing assessments of ground-water quality. The objectives of the Central Oklahoma aquifer assessment are: (1) To investigate regional ground-water quality throughout the aquifer in the manner consistent with the other pilot ground-water projects, emphasizing the occurrence and distribution of potentially toxic substances in ground water, including trace elements, organic compounds, and radioactive constituents; (2) to describe relations between ground-water quality, land use, hydrogeology, and other pertinent factors; and (3) to provide a general description of the location, nature, and possible causes of selected prevalent water-quality problems within the study unit; and (4) to describe the potential for water-quality degradation of ground-water zones within the study unit.\r\n\r\nThe Central Oklahoma aquifer, which includes in descending order the Garber Sandstone and Wellington Formation, the Chase Group, the Council Grove Group, the Admire Group, and overlying alluvium and terrace deposits, underlies about 3,000 square miles of central Oklahoma and is used extensively for municipal, industrial, commercial, and domestic water supplies. The aquifer was selected for study by the NAWQA program because it is a major source for water supplies in central Oklahoma and because it has several known or suspected water-quality problems. Known problems include concentrations of arsenic, chromium, selenium, and gross-alpha activity that exceed drinking-water standards. Suspected problems include possible contamination of the aquifer by oil-field brines and drilling fluids, pesticides, industrial chemicals, septic-tank effluent, fertilizers, and leakage from sewage systems and underground tanks used for storage of hydrocarbons.\r\n\r\nThere are four major components of the Central Oklahoma aquifer project. The first component is the collection and analysis of existing information, including chemical, hydrologic, and land-use data. The second component is the geohydrologic and geochemical investigations of the aquifer flow system. The third component is the sampling for a wide variety of inorganic, organic, and radioactive constituents as part a regional survey that will produce a consistent set of data among all ground-water pilot projects. These data can be used to: (1) Define regional ground-water quality within the Central Oklahoma aquifer, and (2) compare water quality in the Central Oklahoma aquifer to the water quality in the other ground-water study units of the NAWQA program. The fourth component is topical studies that will address, in more detail, some of the major water-quality issues pertaining to the aquifer.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87235","usgsCitation":"Christenson, S.C., and Parkhurst, D., 1987, Ground-water quality assessment of the central Oklahoma Aquifer, Oklahoma; project description: U.S. Geological Survey Open-File Report 87-235, iv, 30 p. :maps ;28 cm., https://doi.org/10.3133/ofr87235.","productDescription":"iv, 30 p. :maps ;28 cm.","costCenters":[],"links":[{"id":146185,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0235/report-thumb.jpg"},{"id":41461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0235/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db655319","contributors":{"authors":[{"text":"Christenson, S. C.","contributorId":98320,"corporation":false,"usgs":true,"family":"Christenson","given":"S.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":167103,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parkhurst, D.L.","contributorId":12474,"corporation":false,"usgs":true,"family":"Parkhurst","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":167102,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12377,"text":"ofr87111 - 1987 - Water resources activities of the USGS, 1987","interactions":[],"lastModifiedDate":"2018-01-09T13:22:41","indexId":"ofr87111","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-111","title":"Water resources activities of the USGS, 1987","docAbstract":"<p>Effective management of water resources requires an understanding of hydrologic systems and the factors that determine the distribution, availability, and quality of water. Within the Federal Government, the U.S. Geological Survey has the principal responsibility for providing hydrologic information and for appraising the Nation's water resources. The water resources activities of the U.S. Geological Survey are diverse, ranging from research investigations of specific aspects of the hydrologic cycle to large programs of regional water-resources investigations, such as the Regional Aquifer System Analyses.</p><p>This report describes the U.S. Geological Survey's water resources activities. Some activities, such as the acid rain program, are mandated by line items in the Survey's fiscal year 1987 budget. Others, such as floods, sediment, and snow and ice, are topics of general interest to the water resources community. Still others are related to current water issues, such as nonpoint sources of pollution, the irrigation drainage problem of the western San Joaquin Valley, and national ground-water protection.</p><p>In many cases, there is considerable overlap in the topical descrip-tions. The Survey's water resources research program, for example, conducts investigations that are applicable to virtually all of the activities listed in this book. Similarly, projects in the Federal-State Cooperative Program cover multiple aspects of water resources. For these reasons, the sums associated with funding for each of the activities listed exceeds by a considerable amount the Survey's budget for water resources activities.</p><p>The report first describes the water-resources mission of the U.S. Geological Survey and discusses the principal sources of funds that support the activities. The remainder of the report consists of descriptions of 39 of the most significant water resources activities. An index appears at the end of the report.</p><p>Each description of a significant water activity has the following parts:</p><ul><li>Introduction--the problem or issue addressed by the activity and a statement of purpose.<br></li><li>Activities--examples of investigations underway.<br></li><li>Recent accomplishments--examples of findings or achievements.<br></li><li>Funding--an indication of the size of the program in terms of funding. Where possible, the funding of activities is given by source for fiscal years 1983 to 1987.<br></li></ul>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87111","usgsCitation":"1987, Water resources activities of the USGS, 1987: U.S. Geological Survey Open-File Report 87-111, 78 p., https://doi.org/10.3133/ofr87111.","productDescription":"78 p.","numberOfPages":"85","costCenters":[],"links":[{"id":145513,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9428","contributors":{"editors":[{"text":"Moore, John E.","contributorId":33688,"corporation":false,"usgs":true,"family":"Moore","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":725465,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Cardin, C. William","contributorId":107681,"corporation":false,"usgs":true,"family":"Cardin","given":"C. William","affiliations":[],"preferred":false,"id":725466,"contributorType":{"id":2,"text":"Editors"},"rank":2}]}}
,{"id":11982,"text":"ofr87216 - 1987 - Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota, 1983","interactions":[],"lastModifiedDate":"2017-09-11T15:52:02","indexId":"ofr87216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-216","title":"Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota, 1983","docAbstract":"Research on the hydrology of the Cottonwood Lake area, Stutsman County, North Dakota, includes study of evaporation. Climatic data needed for energy-budget and mass-transfer evaporation studies that were collected during 1983 include water-surface temperature, sediment temperature, dry-bulb and wet-bulb air temperature, vapor pressure at and above the water surface, wind speed, and short-and long-wave radiation. Data are collected at raft and land stations. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr87216","usgsCitation":"Sturrock, A., Hanson, B., Scarborough, J., and Winter, T.C., 1987, Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota, 1983: U.S. Geological Survey Open-File Report 87-216, iv, 28 p., https://doi.org/10.3133/ofr87216.","productDescription":"iv, 28 p.","costCenters":[{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":143764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0216/report-thumb.jpg"},{"id":39975,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0216/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de134","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":164513,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanson, B.A.","contributorId":40553,"corporation":false,"usgs":true,"family":"Hanson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":164514,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scarborough, J.L.","contributorId":94673,"corporation":false,"usgs":true,"family":"Scarborough","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":164515,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164512,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":18464,"text":"ofr85421 - 1987 - Streamflow characteristics of the Colorado River Basin in Utah through September 1981","interactions":[],"lastModifiedDate":"2017-08-31T16:15:59","indexId":"ofr85421","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-421","title":"Streamflow characteristics of the Colorado River Basin in Utah through September 1981","docAbstract":"<p>&nbsp;This report summarizes discharge data and other streamflow characteristics developed from gag ing-station records collected through September 1981 at 337 stations in the Colorado River Basin in Utah. Data also are included for 14 stations in adjacent areas of the bordering states of Arizona, Colorado, and Wyoming (fig. 1). The study leading to this report was done in cooperation with the U.S. Bureau of Land Management, which needs the streamflow data in order to evaluate impacts of mining on the hydrologic system. The report also will be beneficial to other Federal, State, and county agencies and to individuals concerned with water supply and water problems in the Colorado River Basin.</p><p>The streamflow characteristics in the report could be useful in many water-related studies that involve the following:</p><p>Definition of baseline-hydrologic conditions; studies of the effects of man's activities on streamflow; frequency analyses of low and high flows; regional analyses of streamflow characteristics; design of water-supply systems; water-power studies; forecasting of stream discharge; time-series analyses of streamflow; design of flood-control structures; stream-pollution studies; and water-chemistry transport studies.</p><p>The basic data used to develop the summaries in this report are records of daily and peak discharge collected by the U.S. Geological Survey and other Federal agencies. Much of the work of the Geological Survey was done in cooperation with Federal, State, and county agencies. Discharge records<br>included in the report generally were for stations with at least 1 complete water year of record and nearby stations that were on the same stream and had different streamflow characteristics. A water year is a 12-month period ending September 30, and it is designated by the calendar year in which it ends. For streams that have had significant changes in regulation by reservoirs or diversions, the records before and after those changes were used separately to provide streamflow characteristics for each period of homogeneous streamflow and to show the change in the characteristics. Summaries for annual peak discharge are included only for stations with 5 or more years of data. The summaries of annual lowest and highest mean-discharge frequency are reported for stations with 10 or more years of daily-discharge record and for which computer-generated frequency curves provided a reasonable fit of the plotted data.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr85421","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Christensen, R., Johnson, E., and Plantz, G., 1987, Streamflow characteristics of the Colorado River Basin in Utah through September 1981: U.S. Geological Survey Open-File Report 85-421, iv, 674 p., https://doi.org/10.3133/ofr85421.","productDescription":"iv, 674 p.","numberOfPages":"678","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":152201,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0421/report-thumb.jpg"},{"id":47822,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0421/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Colorado River basin","publicComments":"This is also Utah Hydrologic-Data Report no. 42","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e21","contributors":{"authors":[{"text":"Christensen, R.C.","contributorId":56670,"corporation":false,"usgs":true,"family":"Christensen","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":179174,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, E.B.","contributorId":77953,"corporation":false,"usgs":true,"family":"Johnson","given":"E.B.","affiliations":[],"preferred":false,"id":179175,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Plantz, G.G.","contributorId":79103,"corporation":false,"usgs":true,"family":"Plantz","given":"G.G.","affiliations":[],"preferred":false,"id":179176,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28847,"text":"wri874021 - 1987 - Ground-water resources of Flagler County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri874021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4021","title":"Ground-water resources of Flagler County, Florida","docAbstract":"Groundwater is the only significant source of potable water in Flagler County. Usable water occurs in the Upper Floridan aquifer, the intermediate population is expected to place stresses on the water resources of the county. Although rainfall averages almost 50 in/yr, most of the water leaves as evapotranspiration and streamflow. Less than 1 in/yr recharge may be occurring to the Upper Floridan aquifer, the highest yielding aquifer. The Upper Floridan aquifer consists of the Avon Park Formation, the Ocala Limestone, and the basal dolomitic limestone of the Hawthorne. Use of the Upper Floridan aquifer for public water supply is limited in most of the county because it contains marginally potable or brackish water. It is used extensively for agricultural irrigation. The intermediate aquifer system consists of thin, discontinues lenses of sand, shell, and limestone between clays overlying the Floridan aquifer system. The intermediate aquifer system is an important part of the public water supply of the county because of the good quality of the water. The intermediate aquifer system has variable yields because of the discontinuous lenses. The surficial aquifer system is composed of sand and shell with varying fractions of finer materials. Well yields are small in the west and central parts of Flagler County, but the surficial aquifer system is an adequate source of domestic supply on the barrier island. A zone of freshwater in the surficial aquifer system is very important in the Hammock area, being the local source of most domestic supply in the area. Changes in hydrologic conditions from the 1950 's include a long-term decline in water levels in the Upper Floridan aquifer coincident with lower-than-average rainfall and a greater seasonal fluctuation of water levels. Chloride concentrations of water in the Upper Floridan aquifer do not appear to have changed significantly, presently ranging from 7 to 3,700 mg/L. Development will place stress on the aquifers and may result in upconing of brackish water in pumping centers and in lateral saltwater intrusion in coastal areas. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874021","usgsCitation":"Navoy, A., and Bradner, L.A., 1987, Ground-water resources of Flagler County, Florida: U.S. Geological Survey Water-Resources Investigations Report 87-4021, v, 45 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874021.","productDescription":"v, 45 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4021/report-thumb.jpg"},{"id":57720,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63d2c8","contributors":{"authors":[{"text":"Navoy, A. S.","contributorId":51771,"corporation":false,"usgs":true,"family":"Navoy","given":"A. S.","affiliations":[],"preferred":false,"id":200501,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradner, L. A.","contributorId":21925,"corporation":false,"usgs":true,"family":"Bradner","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200500,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29125,"text":"wri874246 - 1987 - Hydrogeologic characteristics of the Lee Acres Landfill Area, San Juan County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri874246","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4246","title":"Hydrogeologic characteristics of the Lee Acres Landfill Area, San Juan County, New Mexico","docAbstract":"Identification of the presence of volatile organic compounds in liquid-waste lagoons in New Mexico at the Lee Acres landfill, beneath a refinery south of the landfill, and in nearby residential wells has led to an hydrologic investigation of the area. The alluvium underlying an arroyo adjacent to the landfill mostly consists of fine to coarse quartz sand with some silt, gravel, and clay zones. Thickness of the alluvium measured in 12 drill holes ranged from 13.7 to 61.5 ft. A seismic survey indicates that buried channels are incised as much as 26 ft into the bedrock surface in some areas. The depth to water in seven piezometers ranged from 26.6 to 34.9 ft. The configuration of the water table in the alluvium indicates that groundwater flow is controlled by unidentified recharge north of the landfill, recharge from a pond southeast of the landfill, discharge to pumping wells, discharge to the alluvium of the San Juan River south of the study area, and hydraulic conductivity of the alluvial material. There also may be additional recharge to or discharge from the underlying Nacimiento Formation and recharge from runoff in the arroyo. Terrain-conductivity measurements indicate that the water in the alluvium southwest of the landfill may be more conductive than water in the underlying sandstone. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874246","usgsCitation":"Peter, K.D., Williams, R.A., and King, K.W., 1987, Hydrogeologic characteristics of the Lee Acres Landfill Area, San Juan County, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 87-4246, v, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874246.","productDescription":"v, 69 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4246/report-thumb.jpg"},{"id":57995,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4246/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628c15","contributors":{"authors":[{"text":"Peter, K. D.","contributorId":94319,"corporation":false,"usgs":true,"family":"Peter","given":"K.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":200986,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, R. A.","contributorId":82323,"corporation":false,"usgs":true,"family":"Williams","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200985,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"King, K. W.","contributorId":105729,"corporation":false,"usgs":true,"family":"King","given":"K.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200987,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","interactions":[{"subject":{"id":11777,"text":"ofr8350 - 1984 - Quality of ground water in Idaho","indexId":"ofr8350","publicationYear":"1984","noYear":false,"title":"Quality of ground water in Idaho"},"predicate":"SUPERSEDED_BY","object":{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","indexId":"wsp2272","publicationYear":"1987","noYear":false,"title":"Quality of ground water in Idaho"},"id":1},{"subject":{"id":15414,"text":"ofr8550 - 1985 - Nearshore marine geologic investigations, Point Barrow to Skull Cliff, Northeast Chukchi Sea","indexId":"ofr8550","publicationYear":"1985","noYear":false,"title":"Nearshore marine geologic investigations, Point Barrow to Skull Cliff, Northeast Chukchi Sea"},"predicate":"SUPERSEDED_BY","object":{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","indexId":"wsp2272","publicationYear":"1987","noYear":false,"title":"Quality of ground water in Idaho"},"id":2}],"lastModifiedDate":"2012-02-02T00:05:45","indexId":"wsp2272","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"2272","title":"Quality of ground water in Idaho","docAbstract":"The major aquifers in Idaho are categorized under two rock types, sedimentary and volcanic, and are grouped into six hydrologic basins. Areas with adequate, minimally adequate, or deficient data available for groundwater-quality evaluations are described. \r\n\r\nWide variations in chemical concentrations in the water occur within individual aquifers, as well as among the aquifers. The existing data base is not sufficient to describe fully the ground-water quality throughout the State; however, it does indicate that the water is generally suitable for most uses. In some aquifers, concentrations of fluoride, cadmium, and iron in the water exceed the U.S. Environmental Protection Agency's drinking-water standards. Dissolved solids, chloride, and sulfate may cause problems in some local areas. Water-quality data are sparse in many areas, and only general statements can be made regarding the areal distribution of chemical constituents. Few data are available to describe temporal variations of water quality in the aquifers. \r\n\r\nPrimary concerns related to special problem areas in Idaho include (1) protection of water quality in the Rathdrum Prairie aquifer, (2) potential degradation of water quality in the Boise-Nampa area, (3) effects of widespread use of drain wells overlying the eastern Snake River Plain basalt aquifer, and (4) disposal of low-level radioactive wastes at the Idaho National Engineering Laboratory. \r\n\r\nShortcomings in the ground-water-quality data base are categorized as (1) multiaquifer sample inadequacy, (2) constituent coverage limitations, (3) baseline-data deficiencies, and (4) data-base nonuniformity.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2272","usgsCitation":"Yee, J., and Souza, W.R., 1987, Quality of ground water in Idaho: U.S. Geological Survey Water Supply Paper 2272, iv, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2272.","productDescription":"iv, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":139471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2272/report-thumb.jpg"},{"id":29856,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643973","contributors":{"authors":[{"text":"Yee, Johnson J.","contributorId":13612,"corporation":false,"usgs":true,"family":"Yee","given":"Johnson J.","affiliations":[],"preferred":false,"id":146165,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Souza, William R.","contributorId":90295,"corporation":false,"usgs":true,"family":"Souza","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":146166,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12118,"text":"ofr8468 - 1987 - Hydrology of area 57, Northern Great Plains and Rocky Mountain coal provinces, Utah and Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr8468","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"84-68","title":"Hydrology of area 57, Northern Great Plains and Rocky Mountain coal provinces, Utah and Arizona","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8468","usgsCitation":"Price, D., 1987, Hydrology of area 57, Northern Great Plains and Rocky Mountain coal provinces, Utah and Arizona: U.S. Geological Survey Open-File Report 84-68, v, 87 p. :ill. (col.), maps (col.) ;28 cm., https://doi.org/10.3133/ofr8468.","productDescription":"v, 87 p. :ill. (col.), maps (col.) ;28 cm.","costCenters":[],"links":[{"id":95062,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0068/report.pdf","size":"22829","linkFileType":{"id":1,"text":"pdf"}},{"id":144807,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0068/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601fb7","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":165141,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2025,"text":"wsp2306 - 1987 - Application of the precipitation-runoff model in the Warrior coal field, Alabama","interactions":[{"subject":{"id":14452,"text":"ofr85678 - 1986 - Application of the precipitation-runoff model in the Warrior Coal Field, Alabama","indexId":"ofr85678","publicationYear":"1986","noYear":false,"title":"Application of the precipitation-runoff model in the Warrior Coal Field, Alabama"},"predicate":"SUPERSEDED_BY","object":{"id":2025,"text":"wsp2306 - 1987 - Application of the precipitation-runoff model in the Warrior coal field, Alabama","indexId":"wsp2306","publicationYear":"1987","noYear":false,"title":"Application of the precipitation-runoff model in the Warrior coal field, Alabama"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp2306","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"2306","title":"Application of the precipitation-runoff model in the Warrior coal field, Alabama","docAbstract":"A deterministic precipitation-runoff model, the Precipitation-Runoff Modeling System, was applied in two small basins located in the Warrior coal field, Alabama. Each basin has distinct geologic, hydrologic, and land-use characteristics. Bear Creek basin (15.03 square miles) is undisturbed, is underlain almost entirely by consolidated coal-bearing rocks of Pennsylvanian age (Pottsville Formation), and is drained by an intermittent stream. Turkey Creek basin (6.08 square miles) contains a surface coal mine and is underlain by both the Pottsville Formation and unconsolidated clay, sand, and gravel deposits of Cretaceous age (Coker Formation). Aquifers in the Coker Formation sustain flow through extended rainless periods. \r\n\r\nPreliminary daily and storm calibrations were developed for each basin. Initial parameter and variable values were determined according to techniques recommended in the user's manual for the modeling system and through field reconnaissance. Parameters with meaningful sensitivity were identified and adjusted to match hydrograph shapes and to compute realistic water year budgets. When the developed calibrations were applied to data exclusive of the calibration period as a verification exercise, results were comparable to those for the calibration period. \r\n\r\nThe model calibrations included preliminary parameter values for the various categories of geology and land use in each basin. The parameter values for areas underlain by the Pottsville Formation in the Bear Creek basin were transferred directly to similar areas in the Turkey Creek basin, and these parameter values were held constant throughout the model calibration. Parameter values for all geologic and land-use categories addressed in the two calibrations can probably be used in ungaged basins where similar conditions exist. The parameter transfer worked well, as a good calibration was obtained for Turkey Creek basin.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2306","usgsCitation":"Kidd, R.E., and Bossong, C., 1987, Application of the precipitation-runoff model in the Warrior coal field, Alabama: U.S. Geological Survey Water Supply Paper 2306, v, 42 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2306.","productDescription":"v, 42 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":137627,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2306/report-thumb.jpg"},{"id":27494,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2306/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a5e3","contributors":{"authors":[{"text":"Kidd, Robert E.","contributorId":21523,"corporation":false,"usgs":true,"family":"Kidd","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":144546,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bossong, C. R.","contributorId":39762,"corporation":false,"usgs":true,"family":"Bossong","given":"C. R.","affiliations":[],"preferred":false,"id":144547,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12010,"text":"ofr87212 - 1987 - Description of the physical environment and coal-mining history of west-central Indiana, with emphasis on six small watersheds","interactions":[{"subject":{"id":12010,"text":"ofr87212 - 1987 - Description of the physical environment and coal-mining history of west-central Indiana, with emphasis on six small watersheds","indexId":"ofr87212","publicationYear":"1987","noYear":false,"title":"Description of the physical environment and coal-mining history of west-central Indiana, with emphasis on six small watersheds"},"predicate":"SUPERSEDED_BY","object":{"id":3162,"text":"wsp2368A - 1990 - Description of the physical environment and coal-mining history of west-central Indiana, with emphasis on six small watersheds","indexId":"wsp2368A","publicationYear":"1990","noYear":false,"chapter":"A","title":"Description of the physical environment and coal-mining history of west-central Indiana, with emphasis on six small watersheds"},"id":1}],"supersededBy":{"id":3162,"text":"wsp2368A - 1990 - Description of the physical environment and coal-mining history of west-central Indiana, with emphasis on six small watersheds","indexId":"wsp2368A","publicationYear":"1990","noYear":false,"title":"Description of the physical environment and coal-mining history of west-central Indiana, with emphasis on six small watersheds"},"lastModifiedDate":"2020-10-08T18:48:16.718535","indexId":"ofr87212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-212","title":"Description of the physical environment and coal-mining history of west-central Indiana, with emphasis on six small watersheds","docAbstract":"<p>Information on the geology, geomorphology, soils, climate, hydrology, water use, land use, population, and coal mining history of Clay, Owen, Sullivan, and Vigo Counties in Indiana is summarized. Site-specific information is given on the morphology , geology, soils, land use, coal mining history, and hydrologic instrumentation of the six watersheds which are each less than 3 sq mi in area. The Wabash, White, and Eel Rivers are the major drainages in west-central Indiana. Average annual precipitation is about 39.5 in/yr and average annual runoff is about 13 in/yr. The most productive aquifers are confined or unconfined outwash aquifers located along the major rivers. Bedrock aquifers are regionally insignificant but are the sole source of groundwater for areas that lack outwash, alluvium, or sand and gravel lenses in till. Indiana has more than 17 billion short tons of recoverable coal reserves; about 11% can be mined by surface methods. Almost half of Indiana's surface reserves are in Clay, Owen, Sullivan, and Vigo Counties. More than 50,000 acres in west-central Indiana have been disturbed by surface coal mining from 1941 through 1980. Big Slough and Hooker Creek are streams that drain unmined, agricultural watersheds. Row-crop corn and soybeans are the principal crops. Soils are moderately well drained silt loams, and the watersheds well developed dendritic drainage systems. Unnamed tributaries drain mined and reclaimed watersheds. Ridges of mine spoil have been graded to a gently rolling topography. Soils are well drained and consist of 6 to 12 inches of silt-loam topsoil that was stockpiled and then replaced over shale and sandstone fragments of the graded mine spoil. Grasses and legumes form the vegetative cover in each watershed. Pond Creek and an unnamed tributary to Big Branch are streams that drain mined and unreclaimed watersheds. Soils are very well drained shaly silty loams that have formed on steeply sloping banks. Both watersheds contain numerous impoundments of water and have enclosed areas that do not contribute surface runoff to streamflow. The ridges of mine spoil are covered with pine trees, but much of the soil surface is devoid of vegetation. 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R.F.","contributorId":28250,"corporation":false,"usgs":true,"family":"Duwelius","given":"R.F.","affiliations":[],"preferred":false,"id":164653,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Renn, D.E.","contributorId":36941,"corporation":false,"usgs":true,"family":"Renn","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":164654,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":12753,"text":"ofr87249 - 1987 - Construction, geologic, and hydrologic data for observation wells in the Reelfoot Lake area, Tennessee and Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:06:33","indexId":"ofr87249","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-249","title":"Construction, geologic, and hydrologic data for observation wells in the Reelfoot Lake area, Tennessee and Kentucky","docAbstract":"Twenty-three observation wells were installed at 12 sites in the Reelfoot Lake area of Kentucky and Tennessee during July 1986. The wells were installed to supplement an existing water level network and to provide additional data on the hydraulic characteristics and vertical hydraulic gradients in the alluvial aquifer near Reelfoot Lake. Well yields ranged from less than 20 gallons per minute to about 140 gallons per minute. The specific capacities of the wells ranged from less than 1 to 17.1 gallons per minute per foot of drawdown. Dissolved-solids concentrations ranged from 153 to 475 milligrams per liter at six wells. Three lithological sequences were encountered during drilling. Deep clay and silty clay occurred near the southwest corner of Reelfoot Lake. Predominantly medium- to coarse-grained sand occurred below about 15 feet of silt and clay near the west and northwest sides of the Lake. Along the western limit of the study area, near Lake No. 9 and the Mississippi River, at least about 50 feet of silt and silty sand occurred below land surface. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87249","usgsCitation":"Bradley, M.W., 1987, Construction, geologic, and hydrologic data for observation wells in the Reelfoot Lake area, Tennessee and Kentucky: U.S. Geological Survey Open-File Report 87-249, iii, 17 p. :map ;28 cm., https://doi.org/10.3133/ofr87249.","productDescription":"iii, 17 p. :map ;28 cm.","costCenters":[],"links":[{"id":144974,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":974,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr_87-249","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6977c4","contributors":{"authors":[{"text":"Bradley, M. W.","contributorId":40610,"corporation":false,"usgs":true,"family":"Bradley","given":"M.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":166654,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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