{"pageNumber":"2215","pageRowStart":"55350","pageSize":"25","recordCount":68887,"records":[{"id":29101,"text":"wri8074 - 1980 - Preliminary analysis of regional-precipitation periodicity","interactions":[],"lastModifiedDate":"2017-12-06T13:48:04","indexId":"wri8074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-74","title":"Preliminary analysis of regional-precipitation periodicity","docAbstract":"<p>Precipitation variability plays a major role in nearly every aspect of the hydrologic cycle. Precipitation is not a random event, but it occurs after a sequence of prerequi-sites has been fulfilled. Recent investigations have shown that activity of the sun can affect atmospheric vorticity, an important factor in precipitation formation. Solar activity is known to be periodic; therefore, through a complex series of physical processes, precipitation variance is solar forced to a certain degree.</p><p>A preliminary analysis of precipitation periodicity was made for eight regions scattered across the central United States. Each region contained 5 to 10 stations with long-term precipitation records that were averaged to obtain yearly regional-precipitation values. Graphic analysis shows 11-year and 22-year cycles that are nearly in phase with the solar cycles.</p><p>An example of the effect of cyclic precipitation is presented for the Powder River basin in Wyoming and Montana. A cycle of 22 years exhibits fluctuations of approximately 22 to 27 percent for precipitation and 38 to 50 percent for runoff. A more detailed study that investigates solar-forced precipitation cycles and their relationship to hydrologic processes is needed.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8074","usgsCitation":"Perry, C.A., 1980, Preliminary analysis of regional-precipitation periodicity: U.S. Geological Survey Water-Resources Investigations Report 80-74, 26 p., https://doi.org/10.3133/wri8074.","productDescription":"26 p.","numberOfPages":"29","costCenters":[],"links":[{"id":158942,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0074/report-thumb.jpg"},{"id":349805,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c444","contributors":{"authors":[{"text":"Perry, Charles A. cperry@usgs.gov","contributorId":2093,"corporation":false,"usgs":true,"family":"Perry","given":"Charles","email":"cperry@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":200951,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29297,"text":"wri8053 - 1980 - Effects of strip mining the abandoned deep Anna S Mine on the hydrology of Babb Creek, Tioga County, Pennsylvania","interactions":[],"lastModifiedDate":"2023-03-07T20:32:25.769584","indexId":"wri8053","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-53","title":"Effects of strip mining the abandoned deep Anna S Mine on the hydrology of Babb Creek, Tioga County, Pennsylvania","docAbstract":"<p>Daylighting (strip mining of coal seams previously deep mined) operations are being conducted on the Anna S Mine, that underlies about 850 acres that are drained by three major discharges. The Hunter Drift drains an underground area of about 400 acres, the Anna S 1 main entry, an area of 330 acres, and Mitchel 2 discharge an area of about 120 acres. As of August 1, 1979, about 55 acres (15%) had been daylighted in the Hunter Drift basin, about 15 acres (5%) in the Anna S main entry basin and about 30 acres (25%) in the Mitchel basin. The acidity of the Mitchel 2 discharge changed the most, from 176 milligrams per liter (as CaCO3) in 1975-76 to 1,190 in 1978-79, an increase of 580%. The acidity of the Hunter Drift discharge increased from 348 milligrams per liter during 1975-76 to 710 milligrams per liter during 1978-79, an increase of 100%. The acidity of Anna S 1 increased about 45%.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8053","usgsCitation":"Reed, L.A., 1980, Effects of strip mining the abandoned deep Anna S Mine on the hydrology of Babb Creek, Tioga County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 80-53, v, 41 p., https://doi.org/10.3133/wri8053.","productDescription":"v, 41 p.","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":413783,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35421.htm","linkFileType":{"id":5,"text":"html"}},{"id":277887,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0053/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159200,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/53/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania","county":"Tioga County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.394,\n              41.533\n            ],\n            [\n              -77.394,\n              41.717\n            ],\n            [\n              -77.129,\n              41.717\n            ],\n            [\n              -77.129,\n              41.533\n            ],\n            [\n              -77.394,\n              41.533\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ebf0","contributors":{"authors":[{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201296,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29163,"text":"wri8034 - 1980 - Ground-water availability near Fort Wayne, Allen County, Indiana","interactions":[],"lastModifiedDate":"2020-01-13T14:14:02","indexId":"wri8034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-34","title":"Ground-water availability near Fort Wayne, Allen County, Indiana","docAbstract":"<p>A 3-year study to determine the groundwater potential of confined glacial aquifers in a large part of Allen County, Ind., was begun in July 1974 by the U.S. Geological Survey. Mapping of outwash sands and gravels delineated two distinct layers of sand and gravel in the southern and eastern parts of the county that merge into one aquifer more than 100 feet thick to the north and west. A digital model that simulates groundwater flow in three dimensions was used to integrate the geologic and hydrologic conditions into a suitable analog of the groundwater system surrounding Fort Wayne. The model consisted of three layers representing (1) the upper till, (2) the upper sand and gravel, and (3) the lower aquifer. The lower aquifer represents a combination of the lower sand and gravel and a section of limestone aquifer immediately underlying the glacial sediments. The model, calibrated against water-level and streamflow data collected during September 1976, was used to simulate pumping and to evaluate the effects of pumping on groundwater levels and streamflows. Two distribution schemes of pumping were tested, each with two different boundary conditions (constant heads and constant flows). The results of these simulated pumping schemes indicate that between 30 and 40 million gallons per day can be produced and that the streamflow losses resulting from this pumping would be between 17 and 25 million gallons per day. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8034","usgsCitation":"Planert, M., 1980, Ground-water availability near Fort Wayne, Allen County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 80-34, vi, 54 p. , https://doi.org/10.3133/wri8034.","productDescription":"vi, 54 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":159183,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0034/report-thumb.jpg"},{"id":371193,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Allen","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.8049,41.2702],[-84.8047,41.2536],[-84.8047,41.2527],[-84.8035,41.0133],[-84.8033,40.989],[-84.8026,40.9221],[-84.8799,40.9199],[-84.998,40.9186],[-85.074,40.9181],[-85.1087,40.9181],[-85.2218,40.9174],[-85.3349,40.9172],[-85.3347,41.0034],[-85.3346,41.0061],[-85.3381,41.0901],[-85.3397,41.1781],[-85.3111,41.1788],[-85.309,41.265],[-85.1935,41.2643],[-85.078,41.2658],[-84.9636,41.2676],[-84.8487,41.2698],[-84.8049,41.2702]]]},\"properties\":{\"name\":\"Allen\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d332","contributors":{"authors":[{"text":"Planert, Michael","contributorId":56659,"corporation":false,"usgs":true,"family":"Planert","given":"Michael","email":"","affiliations":[],"preferred":false,"id":201059,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30175,"text":"wri8079 - 1980 - Preimpoundment water quality of the Wild Rice River, Norman County, Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T11:37:49","indexId":"wri8079","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-79","title":"Preimpoundment water quality of the Wild Rice River, Norman County, Minnesota","docAbstract":"<p>Water samples have been collected at two sites on the Wild Rice River since September 1974 to establish baseline water-quality characteristics before construction of a reservoir for recreation and flood control near Twin Valley, Minn. A decline in water quality between the sites is shown by mean total phosphorus concentrations, which increase from 0.06 to 0.10 milligram per liter downstream, and mean turbidity, which increases from 12 to 24 units downstream. Phosphorus and ammonia concentrations, as high as 0.31 and 2.7 milligrams per liter, respectively, could be the result of domestic waste input to the river upstream from Hendrum. Biochemical oxygen demand concentrations were significantly higher during spring runoff than during the rest of the year. Four out of 90 bacteria samples taken at Twin Valley indicate the presence of human fecal material, though bacteria densities do not exceed recommendations of the U.S. Environmental Protection Agency for public-water supplies. The dominace of organic-pollution tolerant phytoplankton in 49 out of 78 samples also indicates degradation of the river quality at Twin Valley. Nutrient concentrations at Twin Valley have no apparent effect on phytoplankton concentrations. None of the consitituents sampled were found to exceed recommended concentrations for public-water supplies.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri8079","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Tornes, L., 1980, Preimpoundment water quality of the Wild Rice River, Norman County, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 80-79, iv, 36 p., https://doi.org/10.3133/wri8079.","productDescription":"iv, 36 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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L. H.","contributorId":103675,"corporation":false,"usgs":true,"family":"Tornes","given":"L. H.","affiliations":[],"preferred":false,"id":202809,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29500,"text":"wri8029 - 1980 - Model evaluation of the hydrogeology of the Morris Bridge well field and vicinity in West-Central Florida","interactions":[],"lastModifiedDate":"2020-11-04T17:13:33.32491","indexId":"wri8029","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-29","title":"Model evaluation of the hydrogeology of the Morris Bridge well field and vicinity in West-Central Florida","docAbstract":"The Morris Bridge well field in west-central Florida, which is being developed may have a maximum well-field withdrawal of 40 million gallons per day. The water will be pumped from the Floridan aquifer--a sequence of carbonate rocks about 1,100 feet thick underlying surficial sand and clay deposits. A highly fractured and transmissive zone about 500 feet below National Geodetic Vertical Datum of 1929 will supply a large proportion of the water. Two-dimensional and three-dimensional digital flow models were used to evaluate the hydrogeology of the area. The model-derived leakance distribution (a property of the confining bed) for a 285-square-mile area ranged from 0.00002 to 0.008 per day. Model-derived transmissivity values for the Floridan aquifer ranged from 37,000 to 600,000 feet squared per day. Model-derived specific yield values for the surficial aquifer ranged from 0.05 to 0.30. The three-dimensional model was used to predict drawdowns in both the Floridan and surficial aquifers in response to a 40 million gallon per day stress. Mass-balance data from a 30-day simulation with no recharge from rainfall show percentage of withdrawn water that is derived from: (1) aquifer storage, (2) the Hillsborough River, and (3) reduction of evapotranspiration losses. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8029","collaboration":"Prepared in cooperation with the Southwest Florida Water Management District","usgsCitation":"Ryder, P.D., Johnson, D.M., and Gerhart, J.M., 1980, Model evaluation of the hydrogeology of the Morris Bridge well field and vicinity in West-Central Florida: U.S. Geological Survey Water-Resources Investigations Report 80-29, vi, 92 p., https://doi.org/10.3133/wri8029.","productDescription":"vi, 92 p.","costCenters":[],"links":[{"id":380135,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159698,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0029/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.716064453125,\n              27.508271413876017\n            ],\n            [\n              -81.771240234375,\n              27.508271413876017\n            ],\n            [\n              -81.771240234375,\n              28.297125824492902\n            ],\n            [\n              -82.716064453125,\n              28.297125824492902\n            ],\n            [\n              -82.716064453125,\n              27.508271413876017\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b41","contributors":{"authors":[{"text":"Ryder, Paul D.","contributorId":60188,"corporation":false,"usgs":true,"family":"Ryder","given":"Paul","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":201615,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, Dale M.","contributorId":58273,"corporation":false,"usgs":true,"family":"Johnson","given":"Dale","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201614,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gerhart, James M.","contributorId":35717,"corporation":false,"usgs":true,"family":"Gerhart","given":"James","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201613,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29689,"text":"wri8065 - 1980 - Saline water at the base of the glacial-outwash aquifer near Vincennes, Knox County, Indiana","interactions":[],"lastModifiedDate":"2019-11-26T11:09:39","indexId":"wri8065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-65","title":"Saline water at the base of the glacial-outwash aquifer near Vincennes, Knox County, Indiana","docAbstract":"A plume of saline water at the base of the glacial outwash aquifer near Vincennes, Indiana, has been drawn into the municipal well field. However, the average chloride concentration of the municipal water, 30 + or - 5 milligrams per liter, did not change significantly from 1976 to 1979. The plume , and elongated lens approximately 6,500 feet long by 1,500 feet wide, is 4 feet thick near the well field, and the chloride concentration of the water is 3,500 milligrams per liter. Half a mile to the west the thickness is 18 feet, and the chloride concentration is 5,100 milligrams per liter. The saline water seems to be entering the outwash aquifer through bedrock fractures near abandoned oil wells west of the well field. The fractures probably intersect unplugged intervals of the abandoned oil wells that convey saline water from bedrock aquifers at unknown depths. Digital model analysis indicates that doubling the 1978 pumping rate in the well field would cause water-levels declines of generally less than 8 feet. Solute-transport model analyses indicate that the chloride concentration of the well-field water would be less than 250 milligrams per liter for a saline-water intrusion rate ten times the model-calibrated rate. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8065","usgsCitation":"Shedlock, R.J., 1980, Saline water at the base of the glacial-outwash aquifer near Vincennes, Knox County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 80-65, vi, 54 p. , https://doi.org/10.3133/wri8065.","productDescription":"vi, 54 p. ","costCenters":[],"links":[{"id":369638,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0065/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159673,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0065/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Knox County","city":"Vincennes","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.53219604492188,\n              38.634036452919226\n            ],\n            [\n              -87.45803833007812,\n              38.634036452919226\n            ],\n            [\n              -87.45803833007812,\n              38.71230412063499\n            ],\n            [\n              -87.53219604492188,\n              38.71230412063499\n            ],\n            [\n              -87.53219604492188,\n              38.634036452919226\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5edba1","contributors":{"authors":[{"text":"Shedlock, Robert J. rjshedlo@usgs.gov","contributorId":2616,"corporation":false,"usgs":true,"family":"Shedlock","given":"Robert","email":"rjshedlo@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":201955,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29920,"text":"wri8024 - 1980 - Cross sections of the Hudson River estuary from Troy to New York City, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri8024","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-24","title":"Cross sections of the Hudson River estuary from Troy to New York City, New York","docAbstract":"Data on channel geometry of the Hudson River estuary at 125 cross sections between the Federal Dam at Troy and the norhtern limits of New York City (133 miles) are presented for use in hydraulic modeling, tidal studies, traveltime and water-quality studies, and other uses requiring knowledge of Hudson River channel properties. The data were obtained from field surveys of the estuary conducted by boat with a fathometer in 1966-69. Water-surface elevations were not recorded during the fathometer runs but were calculated in 1979 from information on tide variations in the estuary and from stage data collected at Albany and New York City. Topographic maps and field reconaissance were used to extend the ends of the cross sections beyond 100-year flood stage. Channel-configuration data are presented as perspective plots and in a table; also included are strip maps showing the location of the cross sections. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8024","usgsCitation":"Stedfast, D., 1980, Cross sections of the Hudson River estuary from Troy to New York City, New York: U.S. Geological Survey Water-Resources Investigations Report 80-24, v, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8024.","productDescription":"v, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":260345,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_80_24.jpg"},{"id":260344,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0024/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db6809d9","contributors":{"authors":[{"text":"Stedfast, D.A.","contributorId":89520,"corporation":false,"usgs":true,"family":"Stedfast","given":"D.A.","affiliations":[],"preferred":false,"id":202361,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30487,"text":"wri8092 - 1980 - Geohydrology of the Delta-Clearwater area, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri8092","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-92","title":"Geohydrology of the Delta-Clearwater area, Alaska","docAbstract":"The alluvial aquifer in the Delta-Clearwater area, Alaska, is composed of lenticular, interbedded deposits of silt, sand, and gravel. Ground water occurs under both confined and unconfined conditions in the area. The potentiometric surface slopes approximately northward at gradients ranging from about 1 to 25 feet per mile. The aquifer is recharge by seepage through the streambeds of rivers and creeks and by infiltration of precipitation. Water is discharged from the aquifer into the Clearwater Creek network and Clearwater Lake, which are almost entirely spring-fed, at the mouth of the Delta River, and into the Tanana River along the northern boundary of the study area. Year-round ground-water discharge from the aquifer is estimated to exceed 1,200 cubic feet per second. The following ground-water flow system is hypothesized: Channel losses from the Gerstle River, several small creeks draining the Alaska Range, and the Tanana River to the east of Clearwater Creek recharge the sections of the aquifer discharging at the Clearwater Creek network. Channel losses from the Delta River and Jarvis Creek are the main source of recharge to the sections of the aquifer discharging in the vicinity of Clearwater Lake and Big Delta. Additional work is needed to verify these hypotheses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri8092","usgsCitation":"Wilcox, D.E., 1980, Geohydrology of the Delta-Clearwater area, Alaska: U.S. Geological Survey Water-Resources Investigations Report 80-92, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8092.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160004,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6abdc1","contributors":{"authors":[{"text":"Wilcox, Dorothy E.","contributorId":95925,"corporation":false,"usgs":true,"family":"Wilcox","given":"Dorothy","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203336,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28790,"text":"wri8084 - 1980 - Seawater intrusion and potential yield of aquifers in the Soquel-Aptos area, Santa Cruz County, California","interactions":[],"lastModifiedDate":"2020-11-04T18:20:25.400323","indexId":"wri8084","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-84","title":"Seawater intrusion and potential yield of aquifers in the Soquel-Aptos area, Santa Cruz County, California","docAbstract":"<p><span>Seawater has intruded the Purisima Formation in the interval 0-100 feet </span><span>below sea level in the Soquel-Aptos area. It occurs in the central part of </span><span>the area and extends inland about half a mile. </span></p><p><span>The potential yields of the two principal aquifers in the Soquel-Aptos area are 4,400 acre-feet per year from the Purisima Formation and 1,500 acre-feet per year from the Aromas Sand. Pumping from the Purisima Formation, averaging about 5,400 acre-feet per year since 1970, has caused water levels along the coast to decline below sea level and has allowed seawater to enter the aquifer. </span></p><p><span>Seawater intrusion and ground-water storage could be monitored in all depth zones by expanding the observation-well network to include a number of shallow wells, one deep well inland from the coast, and three deep wells along the coast. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8084","collaboration":"Prepared in cooperation with the Soquel Creek County Water District","usgsCitation":"Muir, K.S., 1980, Seawater intrusion and potential yield of aquifers in the Soquel-Aptos area, Santa Cruz County, California: U.S. Geological Survey Water-Resources Investigations Report 80-84, iv, 29 p., https://doi.org/10.3133/wri8084.","productDescription":"iv, 29 p.","costCenters":[],"links":[{"id":380165,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0084/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158900,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0084/report-thumb.jpg"}],"country":"United States","state":"California","county":"Santa Cruz County","otherGeospatial":"Soquel-Aptos area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.14736938476562,\n              36.83017242546416\n            ],\n            [\n              -121.75186157226561,\n              36.83017242546416\n            ],\n            [\n              -121.75186157226561,\n              37.106669860700045\n            ],\n            [\n              -122.14736938476562,\n              37.106669860700045\n            ],\n            [\n              -122.14736938476562,\n              36.83017242546416\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc2bc","contributors":{"authors":[{"text":"Muir, K. S.","contributorId":53764,"corporation":false,"usgs":true,"family":"Muir","given":"K.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200397,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29192,"text":"wri8064 - 1980 - Sediment transport of streams tributary to San Francisco, San Pablo, and Suisun Bays, California, 1909-66","interactions":[],"lastModifiedDate":"2015-11-16T11:26:10","indexId":"wri8064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-64","title":"Sediment transport of streams tributary to San Francisco, San Pablo, and Suisun Bays, California, 1909-66","docAbstract":"<p>A review of historical sedimentation data is presented, results of sediment-data collection for water years 1957-59 are summarized, and long-term sediment-discharge estimates from a preliminary report are updated. Comparison of results based on 3 years of data to those for the 10 water years, 1957-66, provides an indication of the adequacy of the data obtained during the short period to define the long-term relation between sediment transport and streamflow. During 1909-66, sediment was transported to the entire San Francisco Bay system at an average rate of 8.6 million cubic yards per year. The Sacramento and San Joaquin River basins provided about 83% of the sediment inflow to the system annually during 1957-66 and 86% during 1909-66. About 98% of this inflow was measured or estimated at sediment measuring sites. Measured sediment inflow directly to the bays comprised only about 40% of the total discharged by basins directly tributary to the bays. About 90% of the total sediment discharge to the delta and the bays in the San Francisco Bay system thus was determined on the basis of systematic measurements. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey, Water Resources Division","publisherLocation":"Menlo Park, CA","doi":"10.3133/wri8064","collaboration":"Prepared in cooperation with the California Department of Water Resources.","usgsCitation":"Porterfield, G., 1980, Sediment transport of streams tributary to San Francisco, San Pablo, and Suisun Bays, California, 1909-66: U.S. Geological Survey Water-Resources Investigations Report 80-64, ix, 92 p., https://doi.org/10.3133/wri8064.","productDescription":"ix, 92 p.","numberOfPages":"105","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":159416,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri8064.PNG"},{"id":311341,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay, San Pablo Bay, Suisun Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.7777099609375,\n              37.27842385645373\n            ],\n            [\n              -122.7777099609375,\n              38.39764411353181\n            ],\n            [\n              -120.98419189453125,\n              38.39764411353181\n            ],\n            [\n              -120.98419189453125,\n              37.27842385645373\n            ],\n            [\n              -122.7777099609375,\n              37.27842385645373\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbead","contributors":{"authors":[{"text":"Porterfield, George","contributorId":68719,"corporation":false,"usgs":true,"family":"Porterfield","given":"George","email":"","affiliations":[],"preferred":false,"id":201119,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29245,"text":"wri7997 - 1980 - Limnology of Lago Loiza, Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri7997","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"79-97","title":"Limnology of Lago Loiza, Puerto Rico","docAbstract":"The principal chemical, physical and biological characteristics of Lago Loize, P.R., and its main tributaries were studied from 1973-74. The lake supplies an average of 300,000 cubic meters per day of water to metropolitan San Juan. Flows from Rio Grande de Loize and Rio Gurabo contribute 84.0 percent of the water, 67.3 percent of the nitrogen, and 66.8 percent of the phosphorus to the lake. About 31 percent of the nitrogen and 45 percent of the phosphorus were retained in the lake, which has a mean flusing rate of 19 times per year. The lake 's capacity declines at a rate of about 1.9 percent per year and is about 14.9 million cubic meters. Sewage inputs to the lake 's tributaries average 18,560 cubic meters per day. Fecal coliform bacteria in numbers ranging from 100 to 6,700,000 were recorded throughout the tributaries and the lake. In the lake, dissolved oxygen concentration is less than 5.0 milligrams per liter below the 1.5-meter depth. Lago Loize is a hypereutrophic lake, with an average total nitrogen concentration of 1.7 milligrams per liter and 0.33 milligram per liter of total phosphorus. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7997","usgsCitation":"Quinones-Marquez, F., 1980, Limnology of Lago Loiza, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 79-97, xiv, 113 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri7997.","productDescription":"xiv, 113 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0097/report-thumb.jpg"},{"id":58098,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0097/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a5157","contributors":{"authors":[{"text":"Quinones-Marquez, Ferdinand","contributorId":79083,"corporation":false,"usgs":true,"family":"Quinones-Marquez","given":"Ferdinand","email":"","affiliations":[],"preferred":false,"id":201210,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48606,"text":"ofr801184 - 1980 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1978","interactions":[],"lastModifiedDate":"2017-06-14T11:34:35","indexId":"ofr801184","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1184","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1978","docAbstract":"<p>This report contains rainfall and runoff data collected during the 1978 water year for drainage basins in the Houston, Tex., metropolitan area. The information will be useful in determining the extent to which progressive urbanization will affect the yield and mode of occurrence of storm runoff. Rainfall-runoff computations are presented for three storm periods during the 1978 water year. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801184","usgsCitation":"Hutchison, J., and Weigel, J.F., 1980, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1978: U.S. Geological Survey Open-File Report 80-1184, 184 p., https://doi.org/10.3133/ofr801184.","productDescription":"184 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":173733,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.36819458007811,\n              30.039377605001338\n    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,{"id":48608,"text":"ofr801193 - 1980 - Directory of assistance centers of the National Water Data Exchange (NAWDEX)","interactions":[{"subject":{"id":8701,"text":"ofr76880 - 1977 - Directory of local assistance centers of the National Water Data Exchange (NAWDEX)","indexId":"ofr76880","publicationYear":"1977","noYear":false,"title":"Directory of local assistance centers of the National Water Data Exchange (NAWDEX)"},"predicate":"SUPERSEDED_BY","object":{"id":48608,"text":"ofr801193 - 1980 - Directory of assistance centers of the National Water Data Exchange (NAWDEX)","indexId":"ofr801193","publicationYear":"1980","noYear":false,"title":"Directory of assistance centers of the National Water Data Exchange (NAWDEX)"},"id":1},{"subject":{"id":48608,"text":"ofr801193 - 1980 - Directory of assistance centers of the National Water Data Exchange (NAWDEX)","indexId":"ofr801193","publicationYear":"1980","noYear":false,"title":"Directory of assistance centers of the National Water Data Exchange (NAWDEX)"},"predicate":"SUPERSEDED_BY","object":{"id":9719,"text":"ofr83262 - 1983 - Directory of assistance centers of the National Water Data Exchange (NAWDEX)","indexId":"ofr83262","publicationYear":"1983","noYear":false,"title":"Directory of assistance centers of the National Water Data Exchange (NAWDEX)"},"id":2}],"supersededBy":{"id":9719,"text":"ofr83262 - 1983 - Directory of assistance centers of the National Water Data Exchange (NAWDEX)","indexId":"ofr83262","publicationYear":"1983","noYear":false,"title":"Directory of assistance centers of the National Water Data Exchange (NAWDEX)"},"lastModifiedDate":"2022-04-29T20:06:42.476101","indexId":"ofr801193","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1193","title":"Directory of assistance centers of the National Water Data Exchange (NAWDEX)","docAbstract":"<p>The National Water Data Exchange (NAWDEX), managed by the U.S. Geological Survey, has established a network of Assistance Centers throughout the United States and Puerto Rico to assist users of water data in identifying and locating the data they need. This Directory provides the information needed to contact any of the established Centers.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801193","usgsCitation":"Edwards, M.D., 1980, Directory of assistance centers of the National Water Data Exchange (NAWDEX): U.S. Geological Survey Open-File Report 80-1193, iv, 10 p., https://doi.org/10.3133/ofr801193.","productDescription":"iv, 10 p.","costCenters":[],"links":[{"id":399940,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1193/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173735,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1193/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b442e","contributors":{"authors":[{"text":"Edwards, Melvin D.","contributorId":94305,"corporation":false,"usgs":true,"family":"Edwards","given":"Melvin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":237853,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":49459,"text":"ofr801004 - 1980 - Hydrologic data for urban studies in the Dallas, Texas, metropolitan area, 1978","interactions":[],"lastModifiedDate":"2017-06-14T11:25:22","indexId":"ofr801004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1004","title":"Hydrologic data for urban studies in the Dallas, Texas, metropolitan area, 1978","docAbstract":"<p>This report contains rainfall and runoff data collected during the 1978 water year for drainage basins of Joes Creek, Bachman Branch, Turtle Creek, Coombs Creek, Cedar Creek, White Rock Creek, Elam Creek, Fivemile Creek, Newton Creek, Whites Branch, Prairie Creek, Tenmile Creek, Duck Creek, and South Mesquite Creek in the Dallas, Texas metropolitan area. The information will be useful in determining the extent to which progressive urbanization will affect the yield and mode of occurrence of storm runoff. Detailed rainfall-runoff computations are presented for ten storm periods during the 1978 water year. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801004","usgsCitation":"Hampton, B., and Wood, C., 1980, Hydrologic data for urban studies in the Dallas, Texas, metropolitan area, 1978: U.S. Geological Survey Open-File Report 80-1004, 114 p., https://doi.org/10.3133/ofr801004.","productDescription":"114 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":169990,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","city":"Dallas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607e00","contributors":{"authors":[{"text":"Hampton, B.B.","contributorId":43362,"corporation":false,"usgs":true,"family":"Hampton","given":"B.B.","email":"","affiliations":[],"preferred":false,"id":239682,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wood, C.M.","contributorId":106454,"corporation":false,"usgs":true,"family":"Wood","given":"C.M.","email":"","affiliations":[],"preferred":false,"id":239683,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48615,"text":"ofr801213 - 1980 - Discharge data at water-quality monitoring stations in Arkansas: 1979 water year","interactions":[],"lastModifiedDate":"2014-04-25T10:33:58","indexId":"ofr801213","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1213","title":"Discharge data at water-quality monitoring stations in Arkansas: 1979 water year","docAbstract":"This is a brief summary of the objectives, accomplishments, and work plans of the cooperative program between the Arkansas Department of Pollution Control and Ecology (ADPC&E) and the U.S. Geological Survey.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Little Rock, AK","doi":"10.3133/ofr801213","collaboration":"Prepared in cooperation with the Arkansas Department of Pollution Control and Ecology","usgsCitation":"Knott, R., 1980, Discharge data at water-quality monitoring stations in Arkansas: 1979 water year: U.S. Geological Survey Open-File Report 80-1213, ii, 33 p., https://doi.org/10.3133/ofr801213.","productDescription":"ii, 33 p.","numberOfPages":"39","temporalStart":"1978-10-01","temporalEnd":"1979-09-30","costCenters":[],"links":[{"id":286632,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":286631,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1213/report.pdf"}],"country":"United States","state":"Iowa","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -94.6179,33.0041 ], [ -94.6179,36.4997 ], [ -89.6468,36.4997 ], [ -89.6468,33.0041 ], [ -94.6179,33.0041 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64aa64","contributors":{"authors":[{"text":"Knott, R.K.","contributorId":102484,"corporation":false,"usgs":true,"family":"Knott","given":"R.K.","email":"","affiliations":[],"preferred":false,"id":237864,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48635,"text":"ofr80734 - 1980 - Multiyear Low Flow Of Streams In Northeastern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:10:49","indexId":"ofr80734","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-734","title":"Multiyear Low Flow Of Streams In Northeastern Kansas","docAbstract":"Many existing water supplies in northeastern Kansas are proving inadequate to meet current and expanded future needs. One of the methods by which the use of highly variable streamflow in the area can be evaluated is with the aid of multiyear low-flow frequency information. Using data form 19 streamflow-gaging stations in the study area, maps were developed from which the mean annual discharge and discharges for the 2- and 50-year recurrence interval for durations of 12,24, 36, 48, and 60 months can be obtained for rural ungaged sites that have drainage areas of less than 1,000 square miles. Discharges for intervening recurrence intervals can be obtained by interpolation. Extrapolation of regionalized discharges in this report to drainage areas smaller than about 50 square miles and larger than about 1,000 square miles has not been validated. (USGS)","language":"ENGLISH","doi":"10.3133/ofr80734","usgsCitation":"Carswell, W.J., and Bond, S., 1980, Multiyear Low Flow Of Streams In Northeastern Kansas: U.S. Geological Survey Open-File Report 80-734, 25 p., https://doi.org/10.3133/ofr80734.","productDescription":"25 p.","costCenters":[],"links":[{"id":172066,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":94506,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015048192986"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b48db","contributors":{"authors":[{"text":"Carswell, W. J. Jr.","contributorId":102447,"corporation":false,"usgs":true,"family":"Carswell","given":"W.","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237906,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bond, S.V.","contributorId":101729,"corporation":false,"usgs":true,"family":"Bond","given":"S.V.","email":"","affiliations":[],"preferred":false,"id":237905,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":49458,"text":"ofr80875 - 1980 - Land use and land cover and associated maps for Redding, California","interactions":[],"lastModifiedDate":"2012-02-02T00:10:20","indexId":"ofr80875","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-875","title":"Land use and land cover and associated maps for Redding, California","language":"ENGLISH","doi":"10.3133/ofr80875","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Land use and land cover and associated maps for Redding, California: U.S. Geological Survey Open-File Report 80-875, 1 sheet, https://doi.org/10.3133/ofr80875.","productDescription":"1 sheet","costCenters":[],"links":[{"id":169989,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af5ca","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531955,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48659,"text":"ofr8154 - 1980 - Altitude of water table and chloride concentration at selected wells, Alexander Orr and Southwest well-field areas, Biscayne aquifer, Dade County, Florida, May 9, 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:10:49","indexId":"ofr8154","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"81-54","title":"Altitude of water table and chloride concentration at selected wells, Alexander Orr and Southwest well-field areas, Biscayne aquifer, Dade County, Florida, May 9, 1980","language":"ENGLISH","doi":"10.3133/ofr8154","usgsCitation":"Swayze, L.J., 1980, Altitude of water table and chloride concentration at selected wells, Alexander Orr and Southwest well-field areas, Biscayne aquifer, Dade County, Florida, May 9, 1980: U.S. Geological Survey Open-File Report 81-54, 1 map ; 58 x 71 cm., https://doi.org/10.3133/ofr8154.","productDescription":"1 map ; 58 x 71 cm.","costCenters":[],"links":[{"id":172294,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":85475,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0054/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6869a7","contributors":{"authors":[{"text":"Swayze, L. J.","contributorId":25572,"corporation":false,"usgs":true,"family":"Swayze","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237970,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48661,"text":"ofr8157 - 1980 - Water-level data for wells in Burial Ground 6, Oak Ridge National Laboratory, Tennessee, 1975-1979","interactions":[],"lastModifiedDate":"2012-02-02T00:10:43","indexId":"ofr8157","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"81-57","title":"Water-level data for wells in Burial Ground 6, Oak Ridge National Laboratory, Tennessee, 1975-1979","docAbstract":"At Oak Ridge National Laboratory, Tenn., solid waste materials contaminated by low levels of radioactivity are disposed of in shallow trench burial areas termed ' burial grounds'. Data pertaining to wells in Burial Ground 6 are presented for the period 1975 to 1979. Included are an inventory of wells, measurements of water levels, well hydrographs, and a map showing the location of the wells. (USGS)","language":"ENGLISH","doi":"10.3133/ofr8157","usgsCitation":"Webster, D., Beatty, J., Benjamin, P.K., and Tranum, W., 1980, Water-level data for wells in Burial Ground 6, Oak Ridge National Laboratory, Tennessee, 1975-1979: U.S. Geological Survey Open-File Report 81-57, iii, 102 p. : ill., map ; 27 cm., https://doi.org/10.3133/ofr8157.","productDescription":"iii, 102 p. : ill., map ; 27 cm.","costCenters":[],"links":[{"id":171810,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0057/report-thumb.jpg"},{"id":85476,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0057/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85477,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0057/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5454ac","contributors":{"authors":[{"text":"Webster, D.A.","contributorId":44532,"corporation":false,"usgs":true,"family":"Webster","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":237975,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Beatty, J.S.","contributorId":61806,"corporation":false,"usgs":true,"family":"Beatty","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":237976,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Benjamin, Pamela K.","contributorId":9247,"corporation":false,"usgs":true,"family":"Benjamin","given":"Pamela","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":237973,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Tranum, W.M.","contributorId":20734,"corporation":false,"usgs":true,"family":"Tranum","given":"W.M.","email":"","affiliations":[],"preferred":false,"id":237974,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":49453,"text":"ofr80636 - 1980 - Land use and land cover and associated maps for Rockford, Illinois, Wisconsin","interactions":[],"lastModifiedDate":"2012-02-02T00:10:26","indexId":"ofr80636","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-636","title":"Land use and land cover and associated maps for Rockford, Illinois, Wisconsin","language":"ENGLISH","doi":"10.3133/ofr80636","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Land use and land cover and associated maps for Rockford, Illinois, Wisconsin: U.S. Geological Survey Open-File Report 80-636, Lat 42 degrees to 43 degrees, long 88 degrees to 90 degrees, https://doi.org/10.3133/ofr80636.","productDescription":"Lat 42 degrees to 43 degrees, long 88 degrees to 90 degrees","costCenters":[],"links":[{"id":170115,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af592","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":531952,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":49446,"text":"ofr80585 - 1980 - Potentiometric map of the principal artesian aquifer in Georgia, November 1979","interactions":[],"lastModifiedDate":"2016-12-14T11:36:41","indexId":"ofr80585","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-585","title":"Potentiometric map of the principal artesian aquifer in Georgia, November 1979","language":"ENGLISH","doi":"10.3133/ofr80585","usgsCitation":"Mitchell, G., 1980, Potentiometric map of the principal artesian aquifer in Georgia, November 1979: U.S. Geological Survey Open-File Report 80-585, 1 over-size sheet, https://doi.org/10.3133/ofr80585.","productDescription":"1 over-size 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,{"id":48605,"text":"ofr801183 - 1980 - Flood of April 13, 1980, Mobile, Alabama","interactions":[],"lastModifiedDate":"2024-07-26T17:33:44.850156","indexId":"ofr801183","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1183","title":"Flood of April 13, 1980, Mobile, Alabama","docAbstract":"<p>This report presents a compilation of hydrologic data for the city of Mobile for the flood of April 13, 1980. These data consist of rainfall information, peak discharge determinations, discharge hydrographs for two U.S. Geological Survey gaging stations, peak water-surface elevations, and maps of the area affected by the flooding.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801183","collaboration":"Prepared in cooperation with the U S Army Corps of Engineers, Mobile District","usgsCitation":"Hannum, C.H., and Nelson, G.H., 1980, Flood of April 13, 1980, Mobile, Alabama: U.S. Geological Survey Open-File Report 80-1183, 6 Sheets: 17.97 x 19.53 inches or smaller, https://doi.org/10.3133/ofr801183.","productDescription":"6 Sheets: 17.97 x 19.53 inches or smaller","costCenters":[],"links":[{"id":173732,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1183/report-thumb.jpg"},{"id":431507,"rank":5,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1980/1183/sheet-NW.pdf","text":"Sheet NW","linkFileType":{"id":1,"text":"pdf"}},{"id":431508,"rank":6,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1980/1183/sheet-SE.pdf","text":"Sheet SE","linkFileType":{"id":1,"text":"pdf"}},{"id":431509,"rank":7,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1980/1183/sheet-SW.pdf","text":"Sheet SW","linkFileType":{"id":1,"text":"pdf"}},{"id":431504,"rank":2,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1980/1183/sheet-1.pdf","text":"Sheet 1","linkFileType":{"id":1,"text":"pdf"}},{"id":431505,"rank":3,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1980/1183/sheet-2.pdf","text":"Sheet 2","linkFileType":{"id":1,"text":"pdf"}},{"id":431506,"rank":4,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1980/1183/sheet-NE.pdf","text":"Sheet NE","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama","city":"Mobile","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -88.36405647371589,\n              30.86130638752823\n            ],\n            [\n              -88.36405647371589,\n              30.47560207711713\n            ],\n            [\n              -87.91388410735023,\n              30.47560207711713\n            ],\n            [\n              -87.91388410735023,\n              30.86130638752823\n            ],\n            [\n              -88.36405647371589,\n              30.86130638752823\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eefe2","contributors":{"authors":[{"text":"Hannum, Curtis H.","contributorId":61467,"corporation":false,"usgs":true,"family":"Hannum","given":"Curtis","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":237848,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nelson, George H. Jr.","contributorId":83988,"corporation":false,"usgs":true,"family":"Nelson","given":"George","suffix":"Jr.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":237849,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48620,"text":"ofr801292 - 1980 - Summary of hydrologic data for the East Everglades, Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:39","indexId":"ofr801292","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1292","title":"Summary of hydrologic data for the East Everglades, Dade County, Florida","docAbstract":"The East Everglades area in south-central Dade County, Fla., occupies approximately 240 square miles. The area is flat and low lying with elevations ranging from sea level in the southeast part to 10 feet at Chekika Hammock with an average elevation of about 6 feet. Rainfall in the area averages 57.9 inches a year with about 80% of the total falling during the May to October wet season. There is some residential development and farming in the east-central part of the area where land elevations are slightly higher. Pressure by agricultural, commerical, and housing interests to develop the area is increasing. Historically, most of the area was flooded for extended periods of time. The construction of canals, levees, and controls has lowered the average water levels of the area. This has reduced the extent and decreased the time of flooding. Long-term hydrographs show graphically the effects that the water control works have had on the hydrologic system. The change in discharge into the north end of the East Everglades through the Tamiami Canal outlets, Levees 30 to 67A, due to construction is very pronounced. Maps showing the altitude of the water table for wet and dry periods indicate that Levee 67 Extended Canal greatly influences the water levels and shape of the water-table contours in the northwestern part of the East Everglades. (USGS)","language":"ENGLISH","doi":"10.3133/ofr801292","usgsCitation":"Schneider, J.J., and Waller, B.G., 1980, Summary of hydrologic data for the East Everglades, Dade County, Florida: U.S. Geological Survey Open-File Report 80-1292, 1 v., 89 p. : ill., maps ; 28 cm., https://doi.org/10.3133/ofr801292.","productDescription":"1 v., 89 p. : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":173234,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b03e4b07f02db698dd8","contributors":{"authors":[{"text":"Schneider, James J.","contributorId":22356,"corporation":false,"usgs":true,"family":"Schneider","given":"James","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waller, Bradley G.","contributorId":83492,"corporation":false,"usgs":true,"family":"Waller","given":"Bradley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":237871,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48614,"text":"ofr801212 - 1980 - Ground-water data for Michigan 1979","interactions":[],"lastModifiedDate":"2017-07-12T10:19:18","indexId":"ofr801212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1212","title":"Ground-water data for Michigan 1979","docAbstract":"<p>The purpose of this report is to make available the 1979 records of water levels and related data for the principal aquifers of the State. This report is written for municipalities, industries, institutions, consultants, drillers, hydrologists, and other people interested in the ground-water resources.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/ofr801212","usgsCitation":"Huffman, G., 1980, Ground-water data for Michigan 1979: U.S. Geological Survey Open-File Report 80-1212, iv, 56 p., https://doi.org/10.3133/ofr801212.","productDescription":"iv, 56 p.","numberOfPages":"63","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":172305,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1212/report-thumb.jpg"},{"id":343648,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":48619,"text":"ofr801284 - 1980 - Effects of artificial-recharge experiments at Ship Creek alluvial fan on water levels at Spring Acres Subdivision, Anchorage, Alaska","interactions":[],"lastModifiedDate":"2023-07-10T17:01:35.66567","indexId":"ofr801284","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1284","title":"Effects of artificial-recharge experiments at Ship Creek alluvial fan on water levels at Spring Acres Subdivision, Anchorage, Alaska","docAbstract":"<p>A subdivision developer encountered water while digging trenches associated with developing property at Spring Acres Subdivision, Anchorage, Alaska, during the summer of 1975. He reported encountering water at a depth of about 8 feet in June 1975 and also reported a rise in water level to approximately land surface by early August. Neither incident was expected by the developer. The U.S. Geological Survey, in cooperation with the Municipality of Anchorage, had conducted an artificial-recharge experiment approximately 9,000 feet northeast of Spring Acres Subdivision from May 20 through September 19, 1975. Recharge experiments were also conducted in 1971, 1973, and 1974. The proximity of the 1975 recharge experiment to the subdivision caused speculation on the possible connection between the experiment and the water problems encountered by the developer.</p><p>The effect of the artificial-recharge experiments on water levels at Spring Acres Subdivision was evaluated by using two digital-computer models constructed to simulate the water-level rises induced by the artificial recharge. The models predicted that the artificial recharge would have caused water levels in the aquifer immediately underlying Spring Acres Subdivision to rise approximately 0.2 foot from May 20 to August 7, 1975. The models also predicted a total rise in ground-water levels of 1.1 feet at this location from July 16, 1973, to August 7, 1975, as a result of the artificial-recharge experiments.</p><p>Water-level data collected for auger holes in March 1975 by a consulting firm for the contractor indicated a depth to water of 6 to 7 feet below land surface at Spring Acres Subdivision at this time. Water levels measured in and near Spring Acres Subdivision several years before and after the 1973-75 artificial-recharge experiments showed seasonal rises of 2 to 12.4 feet. A depth to water below land surface of 2.6 feet was measured 600 feet from the subdivision in 1971 and in the subdivision in 1977. Average depth to water in the area was 7.0 feet from early 1976 to September 1979.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801284","usgsCitation":"Meyer, W., and Patrick, L., 1980, Effects of artificial-recharge experiments at Ship Creek alluvial fan on water levels at Spring Acres Subdivision, Anchorage, Alaska: U.S. Geological Survey Open-File Report 80-1284, iv, 42 p., https://doi.org/10.3133/ofr801284.","productDescription":"iv, 42 p.","costCenters":[],"links":[{"id":418824,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1284/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":173158,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1284/report-thumb.jpg"}],"country":"United States","state":"Alaska","city":"Anchorage","otherGeospatial":"Spring Acres Subdivision","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -150.4755123927178,\n              61.368427103919885\n            ],\n            [\n              -150.4755123927178,\n              60.992578931987026\n            ],\n            [\n              -149.30047943452033,\n              60.992578931987026\n            ],\n            [\n              -149.30047943452033,\n              61.368427103919885\n            ],\n            [\n              -150.4755123927178,\n              61.368427103919885\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db62498d","contributors":{"authors":[{"text":"Meyer, William","contributorId":87538,"corporation":false,"usgs":true,"family":"Meyer","given":"William","affiliations":[],"preferred":false,"id":237869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Patrick, Leslie","contributorId":36136,"corporation":false,"usgs":true,"family":"Patrick","given":"Leslie","email":"","affiliations":[],"preferred":false,"id":237868,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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