{"pageNumber":"2087","pageRowStart":"52150","pageSize":"25","recordCount":68919,"records":[{"id":29578,"text":"wri834021 - 1983 - A reconnaissance of ground-water contamination at selected landfills in Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri834021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4021","title":"A reconnaissance of ground-water contamination at selected landfills in Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nOpen-File Services Section [distributor],","doi":"10.3133/wri834021","usgsCitation":"Schneider, P.A., and Turk, J., 1983, A reconnaissance of ground-water contamination at selected landfills in Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4021, iv, 33 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834021.","productDescription":"iv, 33 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119408,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4021/report-thumb.jpg"},{"id":58406,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a869a","contributors":{"authors":[{"text":"Schneider, P. A. Jr.","contributorId":18771,"corporation":false,"usgs":true,"family":"Schneider","given":"P.","suffix":"Jr.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201754,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Turk, J.T.","contributorId":94259,"corporation":false,"usgs":true,"family":"Turk","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":201755,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29568,"text":"wri824094 - 1983 - Effects of recharge from drainage wells on quality of water in the Floridan Aquifer in the Orlando area, central Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri824094","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4094","title":"Effects of recharge from drainage wells on quality of water in the Floridan Aquifer in the Orlando area, central Florida","docAbstract":"Approximately 400 drainage wells in the Orlando area inject, by gravity, large quantities of stormwater runoff that may or may not be suitable for most purposes without treatment into the same freshwater zones of the Floridan aquifer tapped for public supply. The wells are used mostly to control lake levels and dispose of urban storm runoff. Recharge from drainage wells compensates for heavy withdrawals from the Floridan aquifer and helps maintain aquifer pressures that retard upward saltwater encroachment. Sixty-five supply wells and 21 drainage wells within a 16-mile radius of Orlando were sampled from September 1977 to June 1979. Most constituent concentrations were slightly higher in water from drainage wells than in water from supply wells. The most notable differences were in bacteria colony count and total nitrogen concentrations. With the exception of bacteria, water from drainage wells would generally meet the maximum contaminant levels established by the National Interim Primary and Proposed Secondary Drinking Water Regulations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824094","usgsCitation":"Schiner, G., and German, E.R., 1983, Effects of recharge from drainage wells on quality of water in the Floridan Aquifer in the Orlando area, central Florida: U.S. Geological Survey Water-Resources Investigations Report 82-4094, vi, 130 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824094.","productDescription":"vi, 130 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124280,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4094/report-thumb.jpg"},{"id":58397,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4094/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6118e5","contributors":{"authors":[{"text":"Schiner, G. R.","contributorId":85175,"corporation":false,"usgs":true,"family":"Schiner","given":"G. R.","affiliations":[],"preferred":false,"id":201730,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"German, E. R.","contributorId":86315,"corporation":false,"usgs":true,"family":"German","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201731,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29555,"text":"wri834061 - 1983 - Distribution of chloride concentrations in the principal aquifers of the New Jersey coastal plain, 1977-81","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri834061","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4061","title":"Distribution of chloride concentrations in the principal aquifers of the New Jersey coastal plain, 1977-81","docAbstract":"The U.S. Geological Survey maintains a saltwater monitoring network in New Jersey to document and evaluate the movement of saline water into freshwater aquifers that serve as sources of water supply. Areas in the Coastal Plain with existing or potential saltwater intrusion are delineated. Data collected through 1981 indicate that freshwater aquifers in parts of seven Coastal-Plain counties are contaminated by saline water. Encroachment of saltwater into freshwater aquifers in the Sayreville area of Middlesex County and in the lower peninsula of Cape May County has been reported for about 40 years and is now more extensive. Several other areas are experiencing limited saltwater intrusion. These include the Keyport-Union Beach area in Monmouth County, areas along the Delaware estuary in Gloucester and Salem Counties, and at Point Pleasant Beach and Seaside Heights in Ocean County. The continuing updip movement of saline water in the Potomac-Raritan-Magothy aquifer system is also threatening existing freshwater supplies in the interior areas of Gloucester and Salem Counties. Saltwater intrusion has resulted from extensive ground-water withdrawals. The resultant freshwater head declines have caused reversals in the natural hydraulic gradients that permit inland movement of saline water from adjacent saltwater bodies. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834061","usgsCitation":"Schaefer, F., 1983, Distribution of chloride concentrations in the principal aquifers of the New Jersey coastal plain, 1977-81: U.S. Geological Survey Water-Resources Investigations Report 83-4061, iv, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834061.","productDescription":"iv, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121865,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4061/report-thumb.jpg"},{"id":58385,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4061/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6486ca","contributors":{"authors":[{"text":"Schaefer, F. L.","contributorId":91085,"corporation":false,"usgs":true,"family":"Schaefer","given":"F. L.","affiliations":[],"preferred":false,"id":201710,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29892,"text":"wri834240 - 1983 - Evaluation of ground-water quality data from Kentucky","interactions":[],"lastModifiedDate":"2021-01-05T17:17:09.582679","indexId":"wri834240","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4240","title":"Evaluation of ground-water quality data from Kentucky","docAbstract":"The report reviews and summarizes 10,578 chemical analyses, from 2,362 wells and springs in Kentucky. These water-quality data were collected prior to September 30, 1981, and are available in computer files of the U.S. Geological Survey. The principal water-bearing rocks in Kentucky were combined into 10 major groups to aid in data summary preparation and general description of the ground-water quality of the State. Ground water in Kentucky is generally fresh near the outcrop of the rocks comprising the aquifer. Slightly saline to briny water occurs at variable depths beneath the freshwater. Preparation of quadrilinear diagrams revealed three principal geochemical processes in the aquifers of Kentucky: (1) mixing of freshwater and saline water in an interface zone; (2) dedolomitization of the Devonian and Silurian and Lower Mississippian carbonate rocks; (3) sodium for calcium exchange in the freshwater sections of many of the sandstone-shale aquifers. A number of errors and deficiencies were found in the data base. The principal deficiencies were: (1) very few complete analyses which included important field measurements; (2) inadequate definition of the chemistry of the freshwater-saline water interface zone throughout much of the State; (3) no analyses of stable isotopes and dissolved gases; (4) fewer than 10 analyses of most trace metals, radionuclides, and man-made organic chemicals; and (5) no data on bacteria in ground water from any aquifer in the State. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834240","usgsCitation":"Sprinkle, C.L., Davis, R.W., and Mull, D.S., 1983, Evaluation of ground-water quality data from Kentucky: U.S. Geological Survey Water-Resources Investigations Report 83-4240, Report: v, 65 p.; 7 Plates: 28.50 x 14.80 inches or smaller, https://doi.org/10.3133/wri834240.","productDescription":"Report: v, 65 p.; 7 Plates: 28.50 x 14.80 inches or 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,{"id":29886,"text":"wri834226 - 1983 - Hydrology of the Ogallala aquifer in Ford County, southwestern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri834226","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4226","title":"Hydrology of the Ogallala aquifer in Ford County, southwestern Kansas","docAbstract":"The rapid increase of ground-water withdrawal has caused concern over the future use of the Ogallala aquifer, the principal source of water in Ford County, in southwestern Kansas. Saturated portions of deposits of Tertiary and Quaternary age--excluding the Arkansas River alluvium--form the Ogallala aquifer. Saturated thickness of the Ogallala ranged from 0 to about 350 feet on the downthrown side of the Crooked Creek-Fowler fault and from 0 to about 120 feet on the upthrown side. Ground-water withdrawal was calculated by two methods. The time-discharge method computed withdrawal of about 81,000 acre-feet during 1980 and about 58,000 acre-feet during 1981. The irrigation-requirement method computed withdrawal of about 121,000 acre-feet during 1980 and about 131,000 acre-feet during 1981. Results from the irrigation-requirement method are probably closer to the actual amount of ground-water withdrawal because of problems encountered when applying the time-dischargemethod. Water-level declines between 1939 and 1981 ranged from about 10 to 50 feet. Water withdrawal from the Ogallala aquifer depleted the volume of water in storage by about 688,000 acre-feet (8 percent) during this same period. If withdrawals continue to the point where the water table drops below the top of the bedrock surface on the upthrown side of the Crooked Creek-Fowler fault, base flow in the Arkansas River could cease. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834226","usgsCitation":"Spinazola, J., and Dealy, M., 1983, Hydrology of the Ogallala aquifer in Ford County, southwestern Kansas: U.S. Geological Survey Water-Resources Investigations Report 83-4226, viii, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834226.","productDescription":"viii, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160119,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4226/report-thumb.jpg"},{"id":58695,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4226/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58696,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4226/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58697,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4226/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58698,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4226/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58699,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4226/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58700,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4226/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58701,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4226/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58702,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4226/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58703,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4226/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601eaa","contributors":{"authors":[{"text":"Spinazola, J. M.","contributorId":32574,"corporation":false,"usgs":true,"family":"Spinazola","given":"J. M.","affiliations":[],"preferred":false,"id":202300,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dealy, M.T.","contributorId":69610,"corporation":false,"usgs":true,"family":"Dealy","given":"M.T.","email":"","affiliations":[],"preferred":false,"id":202301,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28866,"text":"wri834083 - 1983 - Flood elevations for the Soleduck River at Sol Duc Hot Springs, Clallam County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834083","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4083","title":"Flood elevations for the Soleduck River at Sol Duc Hot Springs, Clallam County, Washington","docAbstract":"Elevations and inundation areas of a 100-year flood of the Soleduck River, Washington, were determined by the U.S. Geological Survey for the area in the vicinity of the Sol Duc Hot Springs resort, a public facility in the Olympic National Park that under Federal law must be located beyond or protected from damage by a 100-year flood. Results show that most flooding could be eliminated by raising parts of an existing dike. In general, little flood damage is expected, except at the southern end of an undeveloped airstrip that could become inundated and hazardous due to flow from a tributary. The airstrip is above the 100-year flood of the Soleduck River.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834083","usgsCitation":"Nelson, L.M., 1983, Flood elevations for the Soleduck River at Sol Duc Hot Springs, Clallam County, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4083, iii, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834083.","productDescription":"iii, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118932,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4083/report-thumb.jpg"},{"id":57746,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4083/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5ef25f","contributors":{"authors":[{"text":"Nelson, L. M.","contributorId":39773,"corporation":false,"usgs":true,"family":"Nelson","given":"L.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200527,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29520,"text":"wri834074 - 1983 - Effects of ground-water development in the North Fort Hood area, Coryell County, Texas","interactions":[],"lastModifiedDate":"2016-08-09T13:48:15","indexId":"wri834074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4074","title":"Effects of ground-water development in the North Fort Hood area, Coryell County, Texas","docAbstract":"<p>The U.S. Army Corps of Engineers is studying the adequacy of the existing ground-water supplies of North Fort Hood, located in Coryell County in central Texas and an important part of the U.S. Army's Fort Hood Military Reservation. The U.S. Geological Survey was requested to compile the available ground-water data, collect additional data, and assess the effects of the long-term development of ground water in the North Fort Hood area.</p>\n<p>Nearly all ground water in the North Fort Hood area is withdrawn from the Hensell and Hosston Members of the Travis Peak Formation. The total average annual rates of ground-water withdrawals, mostly for public supply, has steadily increased from nearly 0.5 million gallons per day during 1955 to mare than 1.5 million gallons per day during 1980.</p>\n<p>The principal effect of the long-term development of ground water in the area has been a large decline of water levels in wells. The water level in a well near Narth Fort Hood declined from a depth of 100 feet during 1943 to nearly 480 feet during 1982. The water level in a well at Gatesville was above ground level during 1898. A nearby well had a water level of 476 feet below land surface during 1982. The long-term average of water-level declines for wells in the area ranges from 8 to more than 9 feet per year.</p>\n<p>The historical confined (artesian) conditions of the principal aquifer have changed to water-table conditions in some areas as the artesian head 9 drops below the base of the confining layer due to pumping. The greater storage property of the unconfined system will decrease the rate of water-level declines. However, well yields will continue to decrease in relation to the general decline of hydraulic head in the aquifer.</p>\n<p>The ground water in the area is slightly saline and concentrations of some constituents generally exceed chemical-quality limits set by the U.S. Environmental Protection Agency for public water supplies. Hie historical chemical changes in the ground water generally are insignificant and appear unrelated to the large declines of water levels in wells of the area.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri834074","usgsCitation":"Sandeen, W., 1983, Effects of ground-water development in the North Fort Hood area, Coryell County, Texas: U.S. Geological Survey Water-Resources Investigations Report 83-4074, Report: v, 48 p.; 2 Plates: 12.16 x 16.33 inches and 11.85 x 16.58 inches, https://doi.org/10.3133/wri834074.","productDescription":"Report: v, 48 p.; 2 Plates: 12.16 x 16.33 inches and 11.85 x 16.58 inches","numberOfPages":"53","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":110159,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35705.htm","linkFileType":{"id":5,"text":"html"},"description":"35705"},{"id":58358,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4074/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58359,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4074/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58360,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4074/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119416,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4074/report-thumb.jpg"}],"country":"United States","state":"Texas","county":"Coryell County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db615317","contributors":{"authors":[{"text":"Sandeen, W.M.","contributorId":102488,"corporation":false,"usgs":true,"family":"Sandeen","given":"W.M.","affiliations":[],"preferred":false,"id":201656,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29516,"text":"wri834091 - 1983 - Hydrology of the Newberry Volcano caldera, Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri834091","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4091","title":"Hydrology of the Newberry Volcano caldera, Oregon","docAbstract":"Precipitation in the Newberry Caldera is very nearly in balance with evaporation, evapotranspiration, and streamflow. Calcium, magnesium, and bicarbonate ions predominate in the more dilute ground and surface water. Thermal waters from springs and wells have concentrations of 900 milligrams per liter or more and are characterized by high concentrations of sodium and sulfate. Attempts to account for the origin of the hot springs on the basis of mixing relations and isotopic analyses were inconclusive; the springs may represent mixtures of thermal and nonthermal water which are altered by gases rising from sources beneath the caldera floor. Annual recharge to deep aquifers beneath the caldera is probably in the range 2,500 to 6,500 acre-feet. Observations in a Geological Survey drill hole suggest that part of the water may flow to aquifers at depths as much as 1,900 feet beneath the caldera floor. Potential recharge to a postulated geothermal reservoir probably is extremely small. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834091","usgsCitation":"Sammel, E., and Craig, R.W., 1983, Hydrology of the Newberry Volcano caldera, Oregon: U.S. Geological Survey Water-Resources Investigations Report 83-4091, v, 57 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834091.","productDescription":"v, 57 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124274,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4091/report-thumb.jpg"},{"id":58356,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4091/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601a2f","contributors":{"authors":[{"text":"Sammel, E.A.","contributorId":59480,"corporation":false,"usgs":true,"family":"Sammel","given":"E.A.","affiliations":[],"preferred":false,"id":201648,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Craig, R. W.","contributorId":40984,"corporation":false,"usgs":true,"family":"Craig","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":201647,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29492,"text":"wri834132 - 1983 - Regional geohydrology of the northern Louisiana salt-dome basin, part IV, hydraulic characteristics of the Wilcox-Carrizo aquifer","interactions":[],"lastModifiedDate":"2021-12-21T20:34:05.033918","indexId":"wri834132","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4132","title":"Regional geohydrology of the northern Louisiana salt-dome basin, part IV, hydraulic characteristics of the Wilcox-Carrizo aquifer","docAbstract":"The Wilcox Group of Paleocene-Eocence age and the Carrizo Sand of Eocene age compose the Wilcox-Carrizo aquifer. Results of 25 aquifer tests and permeability determinations from 43 sidewall cores show that the hydraulic characteristics of the aquifer are variable. Studies of the Carrizo showed that hydraulic conductivity increased as sand-bed thickness increased. Hydraulic conductivity averaged 29 feet per day for sand beds 25 to 100 feet in thickness and 40 feet per day for sand beds 100 to 200 feet in thickness. Based on the aquifer tests and sidewall core analyses, hydraulic conductivity does not increase with increased thickness for the Wilcox part of the aquifer. Permeabilities determined from sidewall cores ranged from less than 1 to more than 3,000 millidarcies (less than 0.002 to more than 7.3 feet per day). Values of hydraulic conductivity determined from aquifer tests ranged from less than 1 to 35 feet per day. (USGS)","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834132","usgsCitation":"Ryals, G., 1983, Regional geohydrology of the northern Louisiana salt-dome basin, part IV, hydraulic characteristics of the Wilcox-Carrizo aquifer: U.S. Geological Survey Water-Resources Investigations Report 83-4132, Report: iv, 9 p.; 2 Plates: 17.51 × 20.17 inches and 14.06 × 12.11 inches, https://doi.org/10.3133/wri834132.","productDescription":"Report: iv, 9 p.; 2 Plates: 17.51 × 20.17 inches and 14.06 × 12.11 inches","costCenters":[],"links":[{"id":393243,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49170.htm"},{"id":264599,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4132/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58334,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4132/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58333,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4132/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159715,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4132/report-thumb.jpg"}],"country":"United States","state":"Louisiana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.55,\n              31.8889\n            ],\n            [\n              -92.8333,\n              31.8889\n            ],\n            [\n              -92.8333,\n              32.575\n            ],\n            [\n              -93.55,\n              32.575\n            ],\n            [\n              -93.55,\n              31.8889\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db63508f","contributors":{"authors":[{"text":"Ryals, G.N.","contributorId":47374,"corporation":false,"usgs":true,"family":"Ryals","given":"G.N.","email":"","affiliations":[],"preferred":false,"id":201604,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29491,"text":"wri834131 - 1983 - Regional geohydrology of the northern Louisiana salt-dome basin, part III, potentiometric levels of the Wilcox-Carrizo and Sparta aquifers","interactions":[],"lastModifiedDate":"2021-09-24T14:04:48.455231","indexId":"wri834131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4131","title":"Regional geohydrology of the northern Louisiana salt-dome basin, part III, potentiometric levels of the Wilcox-Carrizo and Sparta aquifers","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834131","usgsCitation":"Ryals, G., 1983, Regional geohydrology of the northern Louisiana salt-dome basin, part III, potentiometric levels of the Wilcox-Carrizo and Sparta aquifers: U.S. Geological Survey Water-Resources Investigations Report 83-4131, iv, 16 p., https://doi.org/10.3133/wri834131.","productDescription":"iv, 16 p.","costCenters":[],"links":[{"id":389713,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49169.htm"},{"id":58332,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159714,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4131/report-thumb.jpg"}],"country":"United States","state":"Louisiana","otherGeospatial":"Wilcox-Carrizo and Sparta aquifers","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.5980224609375,\n              31.69779270531287\n            ],\n            [\n              -92.70263671874999,\n              31.69779270531287\n            ],\n            [\n              -92.70263671874999,\n              32.616243412727385\n            ],\n            [\n              -93.5980224609375,\n              32.616243412727385\n            ],\n            [\n              -93.5980224609375,\n              31.69779270531287\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db635013","contributors":{"authors":[{"text":"Ryals, G.N.","contributorId":47374,"corporation":false,"usgs":true,"family":"Ryals","given":"G.N.","email":"","affiliations":[],"preferred":false,"id":201603,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29423,"text":"wri824022 - 1983 - Quality of ground water in southern Buchanan County, Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri824022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4022","title":"Quality of ground water in southern Buchanan County, Virginia","docAbstract":"In seven small contiguous stream basins in the coal area of southwest Virginia, ground water is predominantly bicarbonate in anion composition, with calcium as the major cation in the ridges and sodium the major cation in the lower altitudes. Sulfate is the major anion in water associated with coal seams and in stream waters draining areas extensively disturbed by mining activities. Water found along a major linear feature in the Big Prater Creek valley and water from deep wells in Levisa Fork basin contain chloride as the predominant anion. Hydrogen ion activities (pH) in the ground water range from 5.2 to 8.4. Iron concentrations as high as 14,000 micrograms per liter are present in domestic wells. The chemical composition of most streams changes with diminishing discharge and at baseflow is similar to the composition of local ground water. At high flows, streams draining mined areas are enriched with sulfate. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824022","usgsCitation":"Rogers, S.M., and Powell, J.D., 1983, Quality of ground water in southern Buchanan County, Virginia: U.S. Geological Survey Water-Resources Investigations Report 82-4022, vi, 32 p. :ill., maps.; 12 over-size sheets, scale 1:48,000, https://doi.org/10.3133/wri824022.","productDescription":"vi, 32 p. :ill., maps.; 12 over-size sheets, scale 1:48,000","costCenters":[],"links":[{"id":159705,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4022/report-thumb.jpg"},{"id":58269,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4022/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58270,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db654b0a","contributors":{"authors":[{"text":"Rogers, Stanley M.","contributorId":37761,"corporation":false,"usgs":true,"family":"Rogers","given":"Stanley","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201505,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Powell, John D.","contributorId":6045,"corporation":false,"usgs":true,"family":"Powell","given":"John","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":201504,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28900,"text":"wri7881 - 1983 - Meteorological, water-temperature, and discharge data for the Mattole River basin, Humboldt County, California","interactions":[],"lastModifiedDate":"2020-05-26T22:05:42.300638","indexId":"wri7881","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"78-81","title":"Meteorological, water-temperature, and discharge data for the Mattole River basin, Humboldt County, California","docAbstract":"To overcome a major difficulty in the testing of the validity of river-temperature models - the lack of adequate precise synoptic data for an entire river basin - synoptic meteorologic, water-temperature, and discharge data were obtained in the Mattole River Basin in northern California during the period June 10 through August 31, 1975. The variables monitored were water temperature in the main channel and major tributaries, wind velocity, wet-bulb and dry-bulb air temperature, total hemispherical incoming radiation, total incoming shortwave radiation, discharge in the main channel and major tributaries, and average velocity and axial dispersion coefficients in the main channel. This report describes the experimental design and the instrumentation and procedures followed to insure the best possible information, and it presents a detailed set of data which can be used in testing river-temperature models. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7881","usgsCitation":"Noble, R., and Jackman, A.P., 1983, Meteorological, water-temperature, and discharge data for the Mattole River basin, Humboldt County, California: U.S. Geological Survey Water-Resources Investigations Report 78-81, vi, 32 p., https://doi.org/10.3133/wri7881.","productDescription":"vi, 32 p.","costCenters":[],"links":[{"id":159136,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0081/report-thumb.jpg"},{"id":375041,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Humboldt County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -124.65087890624999,\n              40.42813291388417\n            ],\n            [\n              -124.26910400390625,\n              39.79376521264885\n            ],\n            [\n              -123.43688964843749,\n              39.79376521264885\n            ],\n            [\n              -123.43688964843749,\n              41.126952506008436\n            ],\n            [\n              -124.26910400390625,\n              41.126952506008436\n            ],\n            [\n              -124.65087890624999,\n              40.42813291388417\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629845","contributors":{"authors":[{"text":"Noble, R.D.","contributorId":76363,"corporation":false,"usgs":true,"family":"Noble","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":200585,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jackman, Alan P.","contributorId":28239,"corporation":false,"usgs":true,"family":"Jackman","given":"Alan","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200584,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30277,"text":"wri824082 - 1983 - Water resources of the Truk Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri824082","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4082","title":"Water resources of the Truk Islands","docAbstract":"The Truk Islands, part of the Caroline Islands in the western Pacific, consist of 19 volcanic islands and about 65 coral islets. The volcanic islands and some of the coral islets are scattered in an 820-square-mile lagoon enclosed by a 125-mile long barrier reef. Moen, although not the largest, is by far the most developed island and is the adminstrative, commercial, educational, and transporation center of the islands. Monthly rainfall records for most years are available since 1903. Rainfall-runoff comparisons show that about half the annual rainfall runs off as surface water into Truk Lagoon. Flow characteristics of the major streams, based on more than 11 years of record, are provided and the application of data for possible use in the design of reservoirs and rain catchments is included. Historical and present development of all water sources is given. The chemical analyses of surface and ground water on Moen, with the exception of water from well 9, show the good quality of the water sources. This report summarizes all hydrologic data collected and provides interpretations that can be used for development and management of the water resources. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824082","usgsCitation":"Van der Brug, O., 1983, Water resources of the Truk Islands: U.S. Geological Survey Water-Resources Investigations Report 82-4082, xvii, 240 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824082.","productDescription":"xvii, 240 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119607,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4082/report-thumb.jpg"},{"id":59060,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f02fe","contributors":{"authors":[{"text":"Van der Brug, Otto","contributorId":37347,"corporation":false,"usgs":true,"family":"Van der Brug","given":"Otto","email":"","affiliations":[],"preferred":false,"id":202972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29387,"text":"wri824098 - 1983 - Man-induced channel adjustment in Tennessee streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri824098","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4098","title":"Man-induced channel adjustment in Tennessee streams","docAbstract":"Channel modifications in Tennessee, particularly in the western part, have led to large-scale instabilities in the channelized rivers and may have contributed to several bridge failures. These modifications, together with land-use practices, led to downcutting, headward erosion, downstream aggradation, accelerated scour, and bank instabilities. Changes in gradient by channel straightening caused more severe channel response than did dredging or clearing. Large-scale changes continue to occur in all the channelized rivers: the Obion River, its forks, and the South Fork Forked Deer River. However, the non-channelized Hatchie River in west Tennessee not only withstood the natural stresses imposed by the wet years of 1973 to 1975 but continues to exhibit characteristics of stability. Water-surface slope, the primary dependent variable, proved to be a sensitive and descriptive parameter useful in determining channel adjustment. Adjustments to man-induced increases in channel-slope are described by inverse exponential functions of the basic form S=ae(-b(t)); where ' S ' is some function describing channel-slope, ' t ' is the number of years since completion of channel work, and ' a ' and ' b ' are coefficients. Response times for the attainment of ' equilibrium ' channel slopes are a function of the magnitude and extent of the imposed modifications. The adjusted profile gradients attained by the streams following channelization are similar to the predisturbed profile gradients, where no alteration to channel length was made. Where the channels were straightened by constructing cut-offs, thus shortening channel length, then slope adjustments (reduction) proceed past the predisturbed profile gradients, to new profiles with lower gradients. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824098","usgsCitation":"Robbins, C.H., and Simon, A., 1983, Man-induced channel adjustment in Tennessee streams: U.S. Geological Survey Water-Resources Investigations Report 82-4098, ix, 137 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824098.","productDescription":"ix, 137 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119541,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4098/report-thumb.jpg"},{"id":58240,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4098/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58241,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4098/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a1b9","contributors":{"authors":[{"text":"Robbins, C. H.","contributorId":54210,"corporation":false,"usgs":true,"family":"Robbins","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simon, Andrew","contributorId":78334,"corporation":false,"usgs":true,"family":"Simon","given":"Andrew","email":"","affiliations":[],"preferred":false,"id":201449,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29382,"text":"wri834038 - 1983 - Water resources on the Pueblo of Laguna, west-central New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri834038","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4038","title":"Water resources on the Pueblo of Laguna, west-central New Mexico","docAbstract":"This study evaluates the quality and quantity of water available on the Pueblo of Laguna, New Mexico. Groundwater for public supply occurs in the valley fill along the Rio San Jose, in the Paguate and Encinal areas, and possibly in the northern part of the Sedillo Grant. The valley fill in the Rio San Jose will supply 50 to 450 gallons per minute of potable water to properly constructed wells. In the alluvium along Rio Paguate, additional development of as much as 250 gallons per minute is possible. Groundwater for irrigation is restricted by available yields and quality to the valley fill along the Rio San Jose and possibly the western part of the Major 's Ranch area. In the Rio San Jose valley yields of 50 to 450 gallons per minute of water containing 500 to 3,000 milligrams per liter are possible. Digital-model simulations of the valley-fill aquifer west of the Village of Laguna show a potential salvage of as much as 900 acre-feet per year of evapotranspiration losses if water levels are lowered. Model studies also indicate that the winter flow of the Rio San Jose could be used to recharge groundwater stored in the valley. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834038","usgsCitation":"Risser, D.W., and Lyford, F.P., 1983, Water resources on the Pueblo of Laguna, west-central New Mexico: U.S. Geological Survey Water-Resources Investigations Report 83-4038, x, 308 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834038.","productDescription":"x, 308 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123484,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4038/report-thumb.jpg"},{"id":58227,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4038/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58228,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4038/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58229,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4038/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0220","contributors":{"authors":[{"text":"Risser, D. W.","contributorId":48211,"corporation":false,"usgs":true,"family":"Risser","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":201440,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lyford, F. P.","contributorId":30223,"corporation":false,"usgs":true,"family":"Lyford","given":"F.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":201439,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29330,"text":"wri824081 - 1983 - Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824081","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4081","title":"Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought","docAbstract":"An intensive limnological study of Shasta Lake was made in conjunction with the California Department of Water Resources during the 1977 drought. Water-quality data were collected from March 1977 through September 1978 at six lake stations and four lake tributary stations. Data collected during and after the drought were compared. Lake water quality is described as a function of lake morphometry, climate, hydrology, and reservoir hydraulics. Results indicate Shasta Lake is a warm monomictic lake. Tributary inflow to the lake and outflow through the dam generate density currents which promote mixing at depth and the development of an extensive metalimnion. During the drought, record low lake levels resulted in the exposure of an extensive nearshore sediment zone. Resuspended sediments caused a deterioration of water quality. The most notable effects, in comparison with post-drought conditions, were decreased light penetration, increased dissolved-solids concentration and specific conductance, decreased dissolved-oxygen concentrations, and elevated nutrient levels. A hypolimnetic anoxic condition was observed at the upstream stations of the lake. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824081","usgsCitation":"Rettig, S., and Bortleson, G.C., 1983, Limnological study of Shasta Lake, Shasta County, California, with emphasis on the effects of the 1977 drought: U.S. Geological Survey Water-Resources Investigations Report 82-4081, vii, 66 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824081.","productDescription":"vii, 66 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122755,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4081/report-thumb.jpg"},{"id":58168,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5220","contributors":{"authors":[{"text":"Rettig, S.A.","contributorId":104105,"corporation":false,"usgs":true,"family":"Rettig","given":"S.A.","email":"","affiliations":[],"preferred":false,"id":201357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bortleson, Gilbert C.","contributorId":57472,"corporation":false,"usgs":true,"family":"Bortleson","given":"Gilbert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201356,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28920,"text":"wri834005 - 1983 - Hydraulic considerations in sampling the unsaturated zone with inclined gravity lysimeters","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri834005","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4005","title":"Hydraulic considerations in sampling the unsaturated zone with inclined gravity lysimeters","docAbstract":"Inclined gravity lysimeters as deep as 5.39 meters below land surface designed for sampling soil water in coarse sand under continuous ponding conditions, were shown to be capable of collecting 10 liters per hour at an infiltration rate of 0.5 meter per hour. This represents a capture efficiency of approximately 50%, a value observed in two similar but shallower lysimeters. When lysimeters are installed from a trench or observation manhole, soil-water samples can be taken under virtually undisturbed conditions, avoiding the soil disturbance and filtration associated with porous-cup vacuum lysimeters. Successful operation requires that the sampler be designed for the hydraulic characteristics of the soil from which the water sample is to be extracted. Criteria for lysimeter dimensions can be established on the basis of pressure heads experienced during sampling, can be induced to flow into the lysimeter by gradient manipulation. Observed head gradients outside the lysimeter ranged between 1.7 and 2.2 times those across the lysimeter, which would seem to explain the observed capture efficiency. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834005","usgsCitation":"Oaksford, E., 1983, Hydraulic considerations in sampling the unsaturated zone with inclined gravity lysimeters: U.S. Geological Survey Water-Resources Investigations Report 83-4005, iv, 21 p. :ill. ;28 cm., https://doi.org/10.3133/wri834005.","productDescription":"iv, 21 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":119758,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4005/report-thumb.jpg"},{"id":57792,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4005/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a265","contributors":{"authors":[{"text":"Oaksford, E. T.","contributorId":64284,"corporation":false,"usgs":true,"family":"Oaksford","given":"E. T.","affiliations":[],"preferred":false,"id":200620,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30331,"text":"wri824077 - 1983 - Evaluation of water levels in major aquifers of the New Jersey coastal plain, 1978","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri824077","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4077","title":"Evaluation of water levels in major aquifers of the New Jersey coastal plain, 1978","docAbstract":"Increased withdrawals from the major artesian aquifers that underlie the New Jersey Coastal Plain have caused water-level declines and large regional cones of depression. These cones of depression are delineated on detailed potentiometric surface maps produced from water-level data collected in the field in 1978. Water levels for 1978 are compared with those from 1970 or 1973, and water-level changes are evaluated and compared with hydrographs from observation wells. The Potomac-Raritan-Magothy aquifer system is divided into regionally extensive lower and upper aquifers. These aquifers have large cones of depression centered in Camden, Middlesex, and Monmouth Counties. Water levels declined 5 to 20 feet in these areas between 1973 and 1978. Deep cones of depression in coastal Monmouth and Ocean Counties in the Englishtown and Wenonah-Mount Laurel aquifers are similar in location and shape, due to a good hydraulic connection between these aquifers. Water levels declined 2 to 31 feet in the Englishtown aquifer and 12 to 26 feet in the Wenonah-Mount Laurel aquifer between 1973 and 1978. Water levels in the Atlantic City 800-foot sand of the Kirkwood Formation define an extensive elongated cone of depression centered near Margate, Atlantic County. Head changes ranged from a decline of 4 feet to a recovery of 9 feet during 1970-78. The lowest heads in the Cohansey Sand were about 26 feet below sea level at Cape May, Cape May County, and less than 0.5 miles from salty ground water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824077","usgsCitation":"Walker, R., 1983, Evaluation of water levels in major aquifers of the New Jersey coastal plain, 1978: U.S. Geological Survey Water-Resources Investigations Report 82-4077, vi, 62 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824077.","productDescription":"vi, 62 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123582,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4077/report-thumb.jpg"},{"id":59124,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4077/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59125,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4077/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59126,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4077/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59127,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4077/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59128,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4077/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59129,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4077/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db667295","contributors":{"authors":[{"text":"Walker, R.L.","contributorId":27009,"corporation":false,"usgs":true,"family":"Walker","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":203073,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29288,"text":"wri834022 - 1983 - Simulations of non-steady flow in a glacial outwash aquifer, southern Franklin County, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri834022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4022","title":"Simulations of non-steady flow in a glacial outwash aquifer, southern Franklin County, Ohio","docAbstract":"A two-dimensional, finite-difference model is used to simulate transient flow conditions in a glacial outwash aquifer in southern Franklin County, Ohio. The model was calibrated by matching observed and simulated water-level changes for December 1977 through March 1980. Drawdowns for three different hypothetical pumping rates are simulated with the calibrated flow model. An increase in the pumping rate from the steady-state rate of 10 cubic feet per second to 48 cubic feet per second results in water-level declines of 10 to 20 feet near the area of the pumping wells. Declines of 20 to 40 feet result when the pumping rate is increased to 70 cubic feet per second, and a simulated pumping well goes dry when the combined pumping is increased to 94 cubic feet per second. For the first two cases, steady-flow conditions are reached after 12 years of pumping; infiltration through riverbeds accounts for 28 to 33% of the pumpage.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834022","usgsCitation":"Razem, A., 1983, Simulations of non-steady flow in a glacial outwash aquifer, southern Franklin County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4022, iv, 21 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834022.","productDescription":"iv, 21 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158906,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4022/report-thumb.jpg"},{"id":58133,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f1a6d","contributors":{"authors":[{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":201285,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29286,"text":"wri834155 - 1983 - Ground-water hydrology before, during, and after coal strip mining of a small watershed in Coshocton County, Ohio","interactions":[],"lastModifiedDate":"2022-01-05T22:28:19.382641","indexId":"wri834155","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4155","title":"Ground-water hydrology before, during, and after coal strip mining of a small watershed in Coshocton County, Ohio","docAbstract":"Ground-water conditions before, during, and after surface mining of a small watershed are described as part of a study to determine the effects of mining on hydrologic systems. The watershed was underlain by stratified sedimentary rocks containing three aquifers. The top and middle aquifers were perched above clay beds that underlay the major coal seams; the lowermost aquifer is part of a regional aquifer system and neither water levels nor water quality have been affected by mining. Replacement of the top aquifer by spoils during mining has caused many changes in the land surface, recharge rates, discharge rates, saturated thickness, water-table gradient, hydraulic conductivity, storage, and water quality. Changes in the middle aquifer include: the amount of recharge from precipitation, amount of leakage through the overlying clay bed, and water quality in some areas. Resaturation of the mining spoils during postmining has been slow and irregular, however, water levels in wells in the middle aquifer have remained virtually unchanged. The water quality in the mining spoils is significantly poorer than water in the original aquifer. Specific conductance concentration of water in the spoils is 2 ,020 micromhos per centimeter and sulfate is 940 milligrams per liter. Water levels and water quality in the deep aquifer have not been affected by mining. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834155","usgsCitation":"Razem, A., 1983, Ground-water hydrology before, during, and after coal strip mining of a small watershed in Coshocton County, Ohio: U.S. Geological Survey Water-Resources Investigations Report 83-4155, iv, 40 p., https://doi.org/10.3133/wri834155.","productDescription":"iv, 40 p.","costCenters":[],"links":[{"id":393944,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35812.htm"},{"id":123456,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4155/report-thumb.jpg"},{"id":58131,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4155/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","county":"Coshocton County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.4,\n              40.156\n            ],\n            [\n              -81.245,\n              40.156\n            ],\n            [\n              -81.245,\n              40.2450\n            ],\n            [\n              -81.4,\n              40.2450\n            ],\n            [\n              -81.4,\n              40.156\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667497","contributors":{"authors":[{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":201282,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28952,"text":"wri834147 - 1983 - Flood estimates for ungaged streams in Glacier and Yellowstone National Parks, Montana","interactions":[],"lastModifiedDate":"2025-01-13T19:23:53.902356","indexId":"wri834147","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4147","title":"Flood estimates for ungaged streams in Glacier and Yellowstone National Parks, Montana","docAbstract":"Estimates of 100-year discharges were made at 59 sites in Glacier National Park and 21 sites in Yellowstone National Park to assist the National Park Services in quantifying stream inflow and outflow in the Parks. The estimates were made using regression equations previously developed for Montana. The resulting 100-year discharges are listed in tables; the discharges ranged from 260 to 53,200 cu ft/s in Glacier National Park and from 110 to 27,900 cu ft/s in Yellowstone National Park. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834147","usgsCitation":"Omang, R.J., Parrett, C., and Hull, J.A., 1983, Flood estimates for ungaged streams in Glacier and Yellowstone National Parks, Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4147, iii, 13 p., https://doi.org/10.3133/wri834147.","productDescription":"iii, 13 p.","costCenters":[],"links":[{"id":122663,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4147/report-thumb.jpg"},{"id":57828,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4147/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466139,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35804.htm","text":"Glacier National Park","linkFileType":{"id":5,"text":"html"}},{"id":466140,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35805.htm","text":"Yellowstone National Park","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Montana, Wyoming","otherGeospatial":"Glacier National Park, Yellowstone National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -111.09517371563763,\n              45.15983735633006\n            ],\n            [\n              -111.09517371563763,\n              44.07097422838379\n            ],\n            [\n              -109.78258867133468,\n              44.07097422838379\n            ],\n            [\n              -109.78258867133468,\n              45.15983735633006\n            ],\n            [\n              -111.09517371563763,\n              45.15983735633006\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -114.0501008974398,\n              48.47581159271061\n            ],\n            [\n              -113.89725427927047,\n              48.47581159271061\n            ],\n            [\n              -113.63741502838299,\n              48.22949703186629\n            ],\n            [\n              -113.473104913851,\n              48.24222276925423\n            ],\n            [\n              -113.20944449750908,\n              48.427658173536486\n            ],\n            [\n              -113.45399908657984,\n              48.78391975632525\n            ],\n            [\n              -113.61448803565773,\n              48.92973790698207\n            ],\n            [\n              -113.60684570474919,\n              48.999980885020534\n            ],\n            [\n              -114.46278676649666,\n              48.997473910870326\n            ],\n            [\n              -114.24880150106006,\n              48.71337272712873\n            ],\n            [\n              -114.14563003379567,\n              48.625049634473754\n            ],\n            [\n              -114.17619935742947,\n              48.617471879646644\n            ],\n            [\n              -114.12270304107041,\n              48.53404148307396\n            ],\n            [\n              -114.14563003379567,\n              48.50366901761163\n            ],\n            [\n              -114.0501008974398,\n              48.47581159271061\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cde4b07f02db544785","contributors":{"authors":[{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200672,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200671,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hull, J. A.","contributorId":39345,"corporation":false,"usgs":true,"family":"Hull","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200673,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28953,"text":"wri824092 - 1983 - Mean annual runoff and peak flow estimates based on channel geometry of streams in southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri824092","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4092","title":"Mean annual runoff and peak flow estimates based on channel geometry of streams in southeastern Montana","docAbstract":"Equations using channel-geometry measurements were developed for estimating mean runoff and peak flows of ungaged streams in southeastern Montana. Two separate sets of esitmating equations were developed for determining mean annual runoff: one for perennial streams and one for ephemeral and intermittent streams. Data from 29 gaged sites on perennial streams and 21 gaged sites on ephemeral and intermittent streams were used in these analyses. Data from 78 gaged sites were used in the peak-flow analyses. Southeastern Montana was divided into three regions and separate multiple-regression equations for each region were developed that relate channel dimensions to peak discharge having recurrence intervals of 2, 5, 10, 25, 50, and 100 years. Channel-geometery relations were developed using measurements of the active-channel width and bankfull width. Active-channel width and bankfull width were the most significant channel features for estimating mean annual runoff for al types of streams. Use of this method requires that onsite measurements be made of channel width. The standard error of estimate for predicting mean annual runoff ranged from about 38 to 79 percent. The standard error of estimate relating active-channel width or bankfull width to peak flow ranged from about 37 to 115 percent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824092","usgsCitation":"Omang, R.J., Parrett, C., and Hull, J.A., 1983, Mean annual runoff and peak flow estimates based on channel geometry of streams in southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 82-4092, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824092.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120150,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4092/report-thumb.jpg"},{"id":57829,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4092/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db61047f","contributors":{"authors":[{"text":"Omang, R. J.","contributorId":31365,"corporation":false,"usgs":true,"family":"Omang","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parrett, Charles","contributorId":9635,"corporation":false,"usgs":true,"family":"Parrett","given":"Charles","email":"","affiliations":[],"preferred":false,"id":200674,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hull, J. A.","contributorId":39345,"corporation":false,"usgs":true,"family":"Hull","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200676,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29871,"text":"wri824109 - 1983 - Appraisal of the interconnection between the St Johns River and the surficial aquifer, east-central Duval County, Florida","interactions":[],"lastModifiedDate":"2024-01-08T23:01:11.323275","indexId":"wri824109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4109","title":"Appraisal of the interconnection between the St Johns River and the surficial aquifer, east-central Duval County, Florida","docAbstract":"The proposed deepening of the navigation channel in the St. Johns River to about 46-48 feet below sea level (45 feet below mean low water) may breach up to 11 feet of limestone unit of the lower part of the surficial aquifer along a 25-mile channel. The limestone supplies water to numerous domestic wells along the river in the Jacksonville area. Recent channel improvements to about 39 feet below sea level have already breached the limestone at many locations. Where breaching has not yet occurred, less than 1 to 6 feet of undifferentiated sediments overlie the limestone. These sediments, consisting predominantly of sand, are generally too permeable to form an effective confining layer. Chloride concentrations determined from water in wells tapping the limestone unit range from 8 to 6,600 milligrams per liter. However, chloride concentrations in water from wells located more than 500 feet from the river, were generally less than 30 milligrams per liter. The proposed dredging operation is not expected to alter significantly the present hydrologic system. The current position of the interface most likely represents conditions that will be present after future channel improvements. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824109","usgsCitation":"Spechler, R., and Stone, R.B., 1983, Appraisal of the interconnection between the St Johns River and the surficial aquifer, east-central Duval County, Florida: U.S. Geological Survey Water-Resources Investigations Report 82-4109, iv, 38 p., https://doi.org/10.3133/wri824109.","productDescription":"iv, 38 p.","costCenters":[],"links":[{"id":424204,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35616.htm","linkFileType":{"id":5,"text":"html"}},{"id":58685,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4109/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123308,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4109/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Duval County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -81.72156565133055,\n              30.471947232313866\n            ],\n            [\n              -81.72156565133055,\n              30.27618396890138\n            ],\n            [\n              -81.39844829812067,\n              30.27618396890138\n            ],\n            [\n              -81.39844829812067,\n              30.471947232313866\n            ],\n            [\n              -81.72156565133055,\n              30.471947232313866\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a369","contributors":{"authors":[{"text":"Spechler, R. M.","contributorId":85961,"corporation":false,"usgs":true,"family":"Spechler","given":"R. M.","affiliations":[],"preferred":false,"id":202279,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stone, R. B. Jr.","contributorId":71598,"corporation":false,"usgs":true,"family":"Stone","given":"R.","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":202278,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29865,"text":"wri834103 - 1983 - Reservoir evaporation in central Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:59","indexId":"wri834103","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-4103","title":"Reservoir evaporation in central Colorado","docAbstract":"Evaporation losses from seven reservoirs operated by the Denver Water Department in central Colorado were determined during various periods from 1974 to 1980. The reservoirs studies were Ralston, Cheesman, Antero, Williams Fork, Elevenmile Canyon, Dillon, and Gross. Energy-budget and mass-transfer methods were used to determine evaporation. Class-A pan data also were collected at each reservoir. The energy-budget method was the most accurate of the methods used to determine evaporation. At Ralston, Cheesman, Antero, and Williams Fork Reservoirs the energy-budget method was used to calibrate the mass-transfer coefficients. Calibrated coefficients already were available for Elevenmile Canyon, Dillon, and Gross Reservoirs. Using the calibrated coefficients, long-term mass-transfer evaporation rates were determined. Annual evaporation values were not determined because the instrumentation was not operated for the entire open-water season. Class-A pan data were used to determine pan coefficients for each season at each reservoir. The coefficients varied from season to season and between reservoirs, and the seasonal values ranged from 0.29 to 1.05. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834103","usgsCitation":"Spahr, N., and Ruddy, B.C., 1983, Reservoir evaporation in central Colorado: U.S. Geological Survey Water-Resources Investigations Report 83-4103, viii, 232 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834103.","productDescription":"viii, 232 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":160109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4103/report-thumb.jpg"},{"id":58675,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4103/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62ba69","contributors":{"authors":[{"text":"Spahr, N.E.","contributorId":79476,"corporation":false,"usgs":true,"family":"Spahr","given":"N.E.","email":"","affiliations":[],"preferred":false,"id":202264,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ruddy, B. C.","contributorId":65098,"corporation":false,"usgs":true,"family":"Ruddy","given":"B.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202263,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29224,"text":"wri824065 - 1983 - Numerical simulation of ground-water flow in lower Satus Creek Basin, Yakima Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri824065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-4065","title":"Numerical simulation of ground-water flow in lower Satus Creek Basin, Yakima Indian Reservation, Washington","docAbstract":"A multilayer numerical model of steady-state ground-water flow in lower Satus Creek basin was constructed, calibrated using time-averaged data, and used to estimate the long-term effects of proposed irrigation-water management plans on ground-water levels in the area. Model computations showed that irrigation of new lands in the Satus uplands would raise ground-water levels in lower Satus Creek basin and thereby increase the size of the waterlogged areas. The model also demonstrated that pumping water from wells, reducing the amount of irrigation water used in the lowlands, and stopping leakage from Satus No. 2 and 3 Pump Canals were all effective methods to alleviate present waterlogging in some parts of the basin and to counteract some of the anticipated ground-water-level rises that would be caused by irrigating the uplands. The proposed changes in water use affected model-computed ground-water levels most in the eastern part of the basin between Satus No. 2 and No. 3 Pump Canals. The effects on ground-water levels in the western part of the basin between Satus Creek and Satus No. 2 Pump Canal were smaller. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824065","usgsCitation":"Prych, E., 1983, Numerical simulation of ground-water flow in lower Satus Creek Basin, Yakima Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 82-4065, xi, 89 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824065.","productDescription":"xi, 89 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126894,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4065/report-thumb.jpg"},{"id":58077,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4065/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58078,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69680c","contributors":{"authors":[{"text":"Prych, E. A.","contributorId":36163,"corporation":false,"usgs":true,"family":"Prych","given":"E. A.","affiliations":[],"preferred":false,"id":201175,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}