{"pageNumber":"5066","pageRowStart":"126625","pageSize":"25","recordCount":184717,"records":[{"id":7315,"text":"ofr8474 - 1984 - Methods for the collection of geochemical data from the sediments of the tidal Potomac River and estuary and data for 1978-1980","interactions":[],"lastModifiedDate":"2012-02-02T00:06:05","indexId":"ofr8474","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-74","title":"Methods for the collection of geochemical data from the sediments of the tidal Potomac River and estuary and data for 1978-1980","docAbstract":"The chemical composition of bottom sediments and their associated pore waters from the tidal Potomac River and Estuary was studied from May 1978 through June 1980. Pore waters were routinely analyzed for pH, Eh, alkalinity, and concentrations of sulfide, sulfate, phosphate, carbon, ammonium, silica, iron, manganese, chloride, sodium, potassium, calcium, and magnesium. Porosity, weight loss on ignition, and carbon, nitrogen, and phosphorus contents were determined for the solid sediments. The range of salinity and chemical composition encountered in the estuary frequently necessitated modifications of standard methods of analysis. Therefore, the methods used, their modifications, and their limitations are presented in some detail. The appendix lists the data obtained from six sampling periods. 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Ground-water data in present data bases are inadequate to provide information on ground-water quality and water levels in large areas of Illinois and in the major geohydrologic units underlying Illinois and surrounding areas. Data-management needs indicate that a new data base is desirable and could be developed by use of carefully selected available data and new data. Types of data needed to define ground-water quality and water levels in selected geohydrologic units were tentatively identified. They include data on concentrations of organic chemicals related to activities of man, and concentrations of inorganic chemicals which relate either to man 's activities or to the chemical composition of the source aquifer. Water-level data are needed which can be used to describe short- and long-term stresses on the ground-water resources of Illinois. Establishment of priorities for data collection has been deferred until existing hydrologic data files can be stored for usable data and until input from other local, State, and Federal agencies can be solicited and compiled. 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In order to assess potential flood hazards, study channel adjustments, and construct a sediment budget for the perturbed drainages on the east and southeast flanks of the volcano, channel cross sections were monumented and surveyed on Pine Creek, Muddy River, and Smith Creek during September and October of 1980. Additional cross sections were monumented and surveyed on Swift Creek, Bean Creek, and Clearwater Creek during the summer of 1981. The network of 88 channel cross sections has been resurveyed annually. Selected cross sections have been surveyed more frequently, following periods of higher flow. The repetitive cross-section surveys provide measurements of bank erosion or accretion and of channel erosion or aggradation. The report presents channel cross-section profiles constructed from the survey data collected during water years 1980-82. 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L.","contributorId":93903,"corporation":false,"usgs":true,"family":"Turner","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":184049,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eppinger, R. G.","contributorId":100837,"corporation":false,"usgs":true,"family":"Eppinger","given":"R. G.","affiliations":[],"preferred":false,"id":184050,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14885,"text":"ofr84806 - 1984 - General description of the hydrology and burial trenches at the low-level radioactive waste burial facility near Barnwell, South Carolina","interactions":[],"lastModifiedDate":"2016-12-14T14:00:35","indexId":"ofr84806","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-806","title":"General description of the hydrology and burial trenches at the low-level radioactive waste burial facility near Barnwell, South Carolina","docAbstract":"The Barnwell low-level radioactive solid waste burial site is located in Barnwell County, South Carolina, 5 miles west of the city of Barnwell. Approximately 1,050 feet of stratified gravel, sand, silt, clay, and limestone, ranging in age from Late Cretaceous to Holocene, underlie the burial site. Ground water within the study area occurs under water table, semi-confined, and artesian conditions. Overland flow and most precipitation that recharges the ground-water system at the burial site is discharged to Marys Branch Creek. This creek originates as a spring about 3,000 feet south of the burial site and flows to the southwest into lower Three Runs. Lower Three Runs discharges into the Savannah River. Waste shipments to the site were reduced from 200,000 cubic feet per month for the period 1971 to 1979 to 100,000 cubic feet per month by October 1981. The wastes consist of both nonfuel cycle and nuclear fuel-cycle wastes. The standard trench dimensions at the burial site are 100 feet wide by 1,000 feet long and 22 feet deep. Trench bottoms are a minimum of 5 feet above the water table. Seven soil mapping units occur at the waste disposal facility. The three major soil types are all well drained and cover approximately 84 percent of the study area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84806","usgsCitation":"McDonald, B., 1984, General description of the hydrology and burial trenches at the low-level radioactive waste burial facility near Barnwell, South Carolina: U.S. Geological Survey Open-File Report 84-806, v, 28 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84806.","productDescription":"v, 28 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":43691,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0806/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146823,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0806/report-thumb.jpg"}],"country":"United States","state":"South Carolina","county":"Barnwell","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-81.2198,33.4393],[-81.2148,33.3902],[-81.2215,33.2295],[-81.2176,33.2209],[-81.224,33.1581],[-81.2119,33.1476],[-81.2069,33.1344],[-81.1943,33.1231],[-81.2304,33.1176],[-81.2442,33.1189],[-81.2589,33.1134],[-81.2836,33.1083],[-81.3652,33.1081],[-81.4354,33.1297],[-81.4519,33.1346],[-81.5123,33.1503],[-81.5419,33.1579],[-81.5708,33.1332],[-81.6142,33.0953],[-81.6187,33.0952],[-81.6241,33.0946],[-81.6268,33.0941],[-81.6323,33.0928],[-81.6362,33.0924],[-81.6395,33.0923],[-81.6428,33.0928],[-81.6466,33.0937],[-81.6494,33.0949],[-81.6532,33.0973],[-81.6536,33.0977],[-81.6569,33.1009],[-81.6611,33.1041],[-81.6621,33.1046],[-81.667,33.1072],[-81.6752,33.1099],[-81.6851,33.1135],[-81.6961,33.1161],[-81.6993,33.1166],[-81.7016,33.117],[-81.7025,33.1172],[-81.7053,33.1183],[-81.7076,33.1188],[-81.7098,33.1207],[-81.7126,33.1224],[-81.7162,33.1243],[-81.7189,33.1252],[-81.7211,33.1257],[-81.7236,33.1278],[-81.7263,33.13],[-81.7297,33.1332],[-81.7352,33.1368],[-81.7407,33.1409],[-81.7428,33.1424],[-81.7479,33.1463],[-81.7545,33.1517],[-81.759,33.1557],[-81.7622,33.1599],[-81.7648,33.1649],[-81.767,33.1708],[-81.7673,33.1716],[-81.7691,33.1758],[-81.7701,33.1777],[-81.7701,33.1795],[-81.7689,33.1808],[-81.7674,33.1817],[-81.7669,33.183],[-81.7669,33.1839],[-81.7673,33.1864],[-81.7662,33.1877],[-81.7655,33.1881],[-81.7636,33.1894],[-81.762,33.1903],[-81.7615,33.1907],[-81.7609,33.1913],[-81.7588,33.1931],[-81.7577,33.1949],[-81.7573,33.1972],[-81.7575,33.1982],[-81.5165,33.3824],[-81.373,33.4907],[-81.3399,33.4831],[-81.3251,33.485],[-81.3047,33.48],[-81.2738,33.4637],[-81.2463,33.4442],[-81.2198,33.4393]]]},\"properties\":{\"name\":\"Barnwell\",\"state\":\"SC\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0ff0","contributors":{"authors":[{"text":"McDonald, B.B.","contributorId":44551,"corporation":false,"usgs":true,"family":"McDonald","given":"B.B.","email":"","affiliations":[],"preferred":false,"id":170180,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":65325,"text":"i1587 - 1984 - Controlled photomosaic of part of the Lunae Planum region of Mars","interactions":[],"lastModifiedDate":"2012-02-02T00:13:03","indexId":"i1587","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1587","subseriesTitle":"NONE","title":"Controlled photomosaic of part of the Lunae Planum region of Mars","language":"ENGLISH","doi":"10.3133/i1587","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1984, Controlled photomosaic of part of the Lunae Planum region of Mars: U.S. Geological Survey IMAP 1587, 1 remote-sensing image ;61 x 57 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/i1587.","productDescription":"1 remote-sensing image ;61 x 57 cm., on sheet 94 x 66 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":251252,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1587/report.pdf","size":"25","linkFileType":{"id":1,"text":"pdf"}},{"id":251253,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1587/plate-1.pdf","size":"11434","linkFileType":{"id":1,"text":"pdf"}},{"id":251254,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1587/plate-2.pdf","size":"2813","linkFileType":{"id":1,"text":"pdf"}},{"id":252019,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1587/report-thumb.jpg"}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a7e1","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":533712,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29851,"text":"wri844086 - 1984 - Appraisal of the surficial aquifers in the Pomme de Terre and Chippewa River Valleys, western Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T11:06:56","indexId":"wri844086","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4086","title":"Appraisal of the surficial aquifers in the Pomme de Terre and Chippewa River Valleys, western Minnesota","docAbstract":"

The surf icial sands in the Pomme de Terre and Chippewa River valleys in Grant, Pope, Stevens, and Swift Counties have been studied to determine the occurrence, availability, and quality of ground water in these aquifers.

\n

In the northern part of the Pomme de Terre and Chippewa River valleys, the aquifers consist of coarse sand and gravel ranging from 0 to 100 feet in thickness; transmissivities range from 0 to 35,000 feet squared per day in narrow, steep-sided erosional valleys. In the north, well yields commonly exceed 1,000 gallons per minute and may be as much as 4,000 gallons per minute locally. Farther south, the deposits are medium to fine grained, range from 0 to 90 feet thick, and reach a maximum width of 10 miles near Benson, Minnesota. Transmissivities range from 0 to 25,000 feet squared per day. Wells may yield as much as 1,500 gallons per minute locally. Southeast of Clontarf, well yields generally do not exceed 500 gallons per minute because the deposits are thinly saturated and fine grained.

\n

Ground water in the surf icial aquifer is a mixed calcium magnesium-sulf ate bicarbonate type that is chemically suitable for most uses. Concentrations of most constituents analyzed were below limits recommended by the Minnesota Pollution Control Agency for drinking water, but concentrations of manganese, iron, nitrite plus nitrate, and dissolved solids exceed recommended limits locally. Salinity, as indicated by the specific conductance (values ranged from 580 to 1,000 micromhos per centimeter) was in the medium to high range at several locations.

\n

An analytical model was used to estimate the effect on streamflow of pumpage from the surficial aquifer in the narrow, 50-mile reach of the Pomme de Terre River valley in Stevens and Grant Counties. The model indicates that the 43 existing wells pumping at maximum potential yields could reduce streamflow by 55 cubic feet per second. Addition of 23 wells also pumping at maximum potential yields could reduce streamflow by 77 cubic feet per second; this rate exceeds low base flow of the Pomme de Terre River.

\n

Finite-difference models were used to simulate flow in the surficial aquifer along the Pomme de Terre River near Appleton in Swift County and along the Chippewa River between Cyrus in Pope County and Danvers in Swift County. In the Appleton area/ model analyses indicate that pumping lowered water levels as much as 3 feet from 1973-80 and reduced streamflow by about 14 cubic feet per second. Additional regional water-level declines of 1 to 2 feet/ and up to 4 feet locally near aquifer-till boundaries, can be expected after about 4 years if pumping continues at the 1980 rate and area! recharge from precipitation is near normal. However/ simulation of increased pumping rates and decreased area! recharge during a 3-year drought indicates that water levels may decline as much as 9 feet near aquifer-till boundaries and streamflow may be reduced by about 41 cubic feet per second, which is about 95 percent of the available flow in the Pomme de Terre River at the 55-percent flow duration. Model results also suggest that/ during the first year of a drought/ the combined pumpage from wells operated during 1980 along the Pomme de Terre River in Stevens and Grant Counties and in the Appleton area could reduce streamflow to zero during base flow. Model-computed streamflow deficiencies are 48 and 60 cubic feet per second at the 55- and 70-percent flow duration/ respectively. Under such conditions/ pumping could not be sustained at the rates simulated unless there was sufficient water stored in the stream channel or streamflow was augmented.

\n

In the Cyrus-Benson area/ model results indicate that tinder 1980 development and average area! recharge/ dynamic equilibrium would be reached in less than 4 years and additional drawdown would be less than 2 feet. A 3-year drought coupled with increased pumping from irrigation wells operated during 1980 would lower water levels as much as 6 feet and reduce flow in the Chippewa River by about 26 cubic feet per second. At maximum hypothetical development in terms of the number of wells and normal area! recharge/ water levels would be lowered as much as 9 feet and streamflow would be reduced about 12 cubic feet per second. At maximum hypothetical development/ drought conditions and increased pumping would lower water levels as much as 12 feet and reduce flow in the Chippewa River by about 30 cubic feet per second/ which equals about 75 percent of available streamflow at the 70-percent flow duration.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri844086","collaboration":"Prepared in cooperation with the Pomme de Terre and Chippewa Ground-Water Study Steering Committee and the Minnesota Department of Natural Resources","usgsCitation":"Soukup, W., Gillies, D.C., and Myette, C., 1984, Appraisal of the surficial aquifers in the Pomme de Terre and Chippewa River Valleys, western Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4086, Document: vi, 63 p.; 4 Plates: 17.05 x 37.31 inches or smaller, https://doi.org/10.3133/wri844086.","productDescription":"Document: vi, 63 p.; 4 Plates: 17.05 x 37.31 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":58660,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4086/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58661,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4086/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124175,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4086/report-thumb.jpg"},{"id":58662,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4086/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58663,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4086/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58664,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4086/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Pomme de Terre and Chippewa River Valleys","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -96.016667,\n 46.116667\n ],\n [\n -95.75,\n 46.116667\n ],\n [\n -95.75,\n 45.766667\n ],\n [\n -95.633333,\n 45.766667\n ],\n [\n -95.633333,\n 45.416667\n ],\n [\n -95.5,\n 45.416667\n ],\n [\n -95.5,\n 45.15\n ],\n [\n -95.733333,\n 45.15\n ],\n [\n -95.733333,\n 44.966667\n ],\n [\n -95.833333,\n 44.966667\n ],\n [\n -96.1,\n 45.166667\n ],\n [\n -96.1,\n 45.416667\n ],\n [\n -96.016667,\n 45.416667\n ],\n [\n -96.016667,\n 46.116667\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a3e4","contributors":{"authors":[{"text":"Soukup, W.G.","contributorId":82732,"corporation":false,"usgs":true,"family":"Soukup","given":"W.G.","email":"","affiliations":[],"preferred":false,"id":202243,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gillies, D. C.","contributorId":53809,"corporation":false,"usgs":true,"family":"Gillies","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":202242,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Myette, C. F.","contributorId":97115,"corporation":false,"usgs":true,"family":"Myette","given":"C. F.","affiliations":[],"preferred":false,"id":202244,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29700,"text":"wri834278 - 1984 - Assessment of nonpoint-source nutrient discharges from the Switzer Creek basin, Steuben County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri834278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4278","title":"Assessment of nonpoint-source nutrient discharges from the Switzer Creek basin, Steuben County, New York","docAbstract":"Switzer Creek, tributary to the upper Susquehanna River basin, drains a 3.55 sq mi watershed that is 51% agricultural and 49% forested. From November 1978 to September 1980, Switzer Creek discharged 1,000 tons of suspended sediment, or 0.44 tons/acre. The maximum instantaneous suspended sediment concentration of 3 ,840 mg/L occurred during high water on September 14, 1979. Nitrogen loads, composed of nitrite plus nitrate total kjeldahl nitrogen, totaled 11 and 3.5 pounds/acre, respectively. Eighty percent of the total nitrogen load was transported during base flow. Of the nitrogen load transported during base flow, 88% was nitrite plus nitrate; of the total nitrogen load transported during high flows, 85% was organic nitrogen. Nearly 90% of the phosphorus load was transported during high flows as a result of its affinity for particulate matter. The load of total phosphorus as P totaled 0.63 pounds/acre, and total orthophosphorus as P totaled 0.19 pounds/acre. Nitrite plus nitrate from atmospheric sources totaled 8.4 pounds/acre, and ammonium totaled 3.9 pounds/acre. Equations relate streamflow to concentration and load of eight selected nutrients. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834278","usgsCitation":"Sherwood, D.A., 1984, Assessment of nonpoint-source nutrient discharges from the Switzer Creek basin, Steuben County, New York: U.S. Geological Survey Water-Resources Investigations Report 83-4278, v, 24 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834278.","productDescription":"v, 24 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123436,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4278/report-thumb.jpg"},{"id":58520,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4278/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671f05","contributors":{"authors":[{"text":"Sherwood, D. A.","contributorId":65824,"corporation":false,"usgs":true,"family":"Sherwood","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201974,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":42340,"text":"ofr84390 - 1984 - Reconnaissance geologic map of the Janban Quadrangle, sheet 20/44 B, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2015-09-07T18:15:58","indexId":"ofr84390","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-390","title":"Reconnaissance geologic map of the Janban Quadrangle, sheet 20/44 B, Kingdom of Saudi Arabia","docAbstract":"

The Janban quadrangle, 20/44B, lies along the eastern margin of the Arabian Shield. The oldest rocks comprise the Precambrian Namtah Formation of the Halaban(?) group, and consist of basalt, dacite, siltstone, and calcareous greywacke metamorphosed in the lower amphibolite facies. Metamorphic rocks of uncertain Precambrian age in the northern part of the quadrangle are amphibolite, gneissic quartz diorite and metarhyolite that occur as roof pendants in plutonic rocks. Precambrian intrusive rocks, in order of decreasing age, are: biotite-hornblende tonalite; the locally gneissic Dawasir granodiorite and granite; the as Sabahah granite, coarse-grained alkaline granite; biotite-muscovite granite forming a small circular stock; the Janban granite, a coarse-grained non-foliated alkali-feldspar rapakiyl granite; aplitic granite; and fine-grained alkali granite that forms a stock, plugs, and dikes. Andesite dikes cut most of the plutonic rock units. Precambrian rocks are unconformably overlain by the Wajid Sandstone of Cambrian and Ordovician age, which covers the southeastern half of the quadrangle and consists of reddish-brown, medium-grained arkosic sandstone. Tertiary lake beds of gray marl, siltstone, and sandstone crop out locally, and lie unconformably on the Wajid. Most of the Wajid sandstone is mantled by an extensive blanket of Quaternary eolian sand and silt.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr84390","usgsCitation":"Brock, M.R., 1984, Reconnaissance geologic map of the Janban Quadrangle, sheet 20/44 B, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 84-390, 2 maps :photocopy ;55 x 52 cm., on sheets 76 x 106 cm. and 76 x 77 cm. folded in envelope 28 x 22 cm., https://doi.org/10.3133/ofr84390.","productDescription":"2 maps :photocopy ;55 x 52 cm., on sheets 76 x 106 cm. and 76 x 77 cm. folded in envelope 28 x 22 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":135633,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":80105,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0390/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":80106,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0390/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Saudi Arabia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 45,\n 21.5 \n ],\n [\n 45,\n 21\n ],\n [\n 44.5,\n 21\n ],\n [\n 44.5,\n 21.5 \n ],\n [\n 45,\n 21.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db6421e1","contributors":{"authors":[{"text":"Brock, M. R.","contributorId":96230,"corporation":false,"usgs":true,"family":"Brock","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":226321,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30009,"text":"wri844162 - 1984 - Hydrology of Prairie Dog Creek Valley, Norton Dam to state line, north-central Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri844162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4162","title":"Hydrology of Prairie Dog Creek Valley, Norton Dam to state line, north-central Kansas","docAbstract":"Development of water resources has been a major factor in the economy of Prairie Dog Creek Valley in north-central Kansas. Releases from Norton Reservoir to the Almena Irrigation District averaged 6,900 acre-feet per year during 1967-76. The number of irrigation wells increased from 4 to 147 during 1947-78. Ground water in the valley is derived mostly from the alluvial aquifer. The effects of irrigation on the aquifer are indicated by water-level changes. The water in storage increased from 130,000 to 136,000 acre-feet during 1947-78 due to recharge from surface-water irrigation. A steady-state model of the aquifer prior to irrigation (1947) indicated that most recharge was from precipitation (88 percent) and most discharge was to streams (54 percent) and reparian transpiration (26 percent). Although aquifer storage increased in this area, storage generally decreased in other areas of western Kansas. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844162","usgsCitation":"Stullken, L., 1984, Hydrology of Prairie Dog Creek Valley, Norton Dam to state line, north-central Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4162, vi, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844162.","productDescription":"vi, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122665,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4162/report-thumb.jpg"},{"id":58814,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4162/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58815,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4162/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58816,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4162/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58817,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4162/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6047de","contributors":{"authors":[{"text":"Stullken, L.E.","contributorId":59049,"corporation":false,"usgs":true,"family":"Stullken","given":"L.E.","affiliations":[],"preferred":false,"id":202523,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":63768,"text":"gp954B - 1984 - Composite magnetic anomaly map of the United States: Part B: Alaska and Hawaii","interactions":[{"subject":{"id":40176,"text":"ofr82970 - 1982 - Composite magnetic anomaly map of the United States; Part B, Alaska and Hawaii","indexId":"ofr82970","publicationYear":"1982","noYear":false,"title":"Composite magnetic anomaly map of the United States; Part B, Alaska and Hawaii"},"predicate":"SUPERSEDED_BY","object":{"id":63768,"text":"gp954B - 1984 - Composite magnetic anomaly map of the United States: Part B: Alaska and Hawaii","indexId":"gp954B","publicationYear":"1984","noYear":false,"chapter":"B","title":"Composite magnetic anomaly map of the United States: Part B: Alaska and Hawaii"},"id":1}],"lastModifiedDate":"2022-05-10T21:47:28.225103","indexId":"gp954B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":317,"text":"Geophysical Investigations Map","code":"GP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"954","chapter":"B","title":"Composite magnetic anomaly map of the United States: Part B: Alaska and Hawaii","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/gp954B","usgsCitation":"Godson, R., 1984, Composite magnetic anomaly map of the United States: Part B: Alaska and Hawaii: U.S. Geological Survey Geophysical Investigations Map 954, 1 Plate: 28.19 × 45.97 inches, https://doi.org/10.3133/gp954B.","productDescription":"1 Plate: 28.19 × 45.97 inches","costCenters":[],"links":[{"id":187169,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":400471,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_19753.htm"},{"id":400470,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_19754.htm"},{"id":249960,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/gp/0954b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"2500000","country":"United States","state":"Alaska, 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Mean concentrations of dissolved oxygen decreased from 8.1 milligrams per liter at the Jordan Narrows to 4.7 milligrams per liter at 500 North Street during April 1981 to September 1982. Coincident with the decrease, the biochemical-oxygen demand increased from 5 to 7 milligrams per liter. About 50 percent of the dissolved-oxygen concentrations and 90 percent of the 5-day biochemical-oxygen demand measured downstream from 1700 South Street exceeded the State intended-use standards. An estimated 6. million pounds of oxygen-demanding substances as measured by 5-day biochemical-oxygen demand were discharged to the Jordan River during 1981 from point sources downstream from 9000 South Street. Seven wastewater-treatment plants contributed 77 percent of this load, nonstorm base flows contributed 22 percent, and storm flows less than 1 percent. The Surplus Canal diversion at 2100 South Street removed about 70 percent of this load, and travel time of about 1 day also decreased the actual effects of the load on the river. Reaeration rates during September and October were quite high (average K2 at 20 degrees Celsius was about 12 per day) between the Jordan Narrows and 9000 South Street, but they decreased to 2.4 per day in the reach from 1330 South to 1800 North Streets. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844056","usgsCitation":"Stephens, D.W., 1984, Dissolved-oxygen regime of the Jordan River, Salt Lake County, Utah: U.S. Geological Survey Water-Resources Investigations Report 84-4056, viii, 56 p. :ill. ;28 cm., https://doi.org/10.3133/wri844056.","productDescription":"viii, 56 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123497,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4056/report-thumb.jpg"},{"id":58767,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a21a","contributors":{"authors":[{"text":"Stephens, D. 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Ideal and actual ground-water-quality monitoring networks are proposed for the San Joaquin Valley basin in California. The ideal network, which comprises several subnetworks, provides direction in the development of an actual network of wells currently monitored by known operating agencies. The ideal network can serve as a basis for the future expansion of the actual network as more wells are included in the inventory of active monitoring networks. The management objectives of these networks are to develop a general baseline of ground-water quality, to identify temporal and spatial trends in ground-water quality, and to identify large-scale sources of contamination of ground water. The networks are based on an information structure that includes land use, surface and subsurface geology, ground-water levels, surface- and ground-water quality, possible sources of contamination, and active ground-water-quality monitoring networks. Development of the categories and subcategories of network objectives, which are needed to describe the quality of the ground water in the basin, makes clear the inadequacy of the currently operated networks. The expansion of ground-water-quality monitoring in the San Joaquin Valley, therefore, would be necessary to approximate adequately the ideal network.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834080","collaboration":"Prepared in cooperation with the California State Water Resources Control Board","usgsCitation":"Templin, W.E., 1984, Ground-water-quality monitoring network design for the San Joaquin Valley ground-water basin, California: U.S. Geological Survey Water-Resources Investigations Report 83-4080, Report: vi, 133 p.; 19 plates: 27.96 x 37.37 inches or less, https://doi.org/10.3133/wri834080.","productDescription":"Report: vi, 133 p.; 19 plates: 27.96 x 37.37 inches or less","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":335045,"rank":17,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4080/plate-9.pdf","text":"Plate 9","size":"5.01 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 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No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i1360H","usgsCitation":"Hoffman, J.D., and Hopkins, R., 1984, Copper distribution in B-horizon soils, Iron River 1° x 2° quadrangle, Michigan and Wisconsin: U.S. Geological Survey IMAP 1360, 1 Plate: 37.94 × 29.78 inches, https://doi.org/10.3133/i1360H.","productDescription":"1 Plate: 37.94 × 29.78 inches","costCenters":[],"links":[{"id":255071,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/1360h/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":255070,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1360h/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":255072,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1360h/report-thumb.jpg"},{"id":389900,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_19373.htm"}],"scale":"250000","country":"United States","state":"Michigan, Wisconsin","otherGeospatial":"Iron River 1° x 2° quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -90,46 ], [ -90,47 ], [ -88,47 ], [ -88,46 ], [ -90,46 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685b7e","contributors":{"authors":[{"text":"Hoffman, J. D.","contributorId":8419,"corporation":false,"usgs":true,"family":"Hoffman","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":271916,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hopkins, R.T.","contributorId":80264,"corporation":false,"usgs":true,"family":"Hopkins","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":271917,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36600,"text":"fwsobs82_08 - 1984 - The ecology of the South Florida coral reefs: a community profile","interactions":[],"lastModifiedDate":"2012-02-02T00:09:53","indexId":"fwsobs82_08","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/08","title":"The ecology of the South Florida coral reefs: a community profile","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Japp, W.C., 1984, The ecology of the South Florida coral reefs: a community profile: FWS/OBS 82/08, xii, 138 p. : ill. (some col.), maps; 28 cm.","productDescription":"xii, 138 p. : ill. (some col.), maps; 28 cm.","costCenters":[],"links":[{"id":165616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db6681e3","contributors":{"authors":[{"text":"Japp, Walter C.","contributorId":86639,"corporation":false,"usgs":true,"family":"Japp","given":"Walter","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":216618,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":46192,"text":"ofr84632 - 1984 - Map of marine geology of Upper Muir and Wachusett Inlets, Glacier Bay, Alaska: Sediment distribution and thickness, bathymetry, and interpreted seismic profiles","interactions":[],"lastModifiedDate":"2021-11-18T22:52:59.236855","indexId":"ofr84632","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"84-632","title":"Map of marine geology of Upper Muir and Wachusett Inlets, Glacier Bay, Alaska: Sediment distribution and thickness, bathymetry, and interpreted seismic profiles","docAbstract":"

No abstract available.

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No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84631","usgsCitation":"Powell, R.E., Whittington, C.L., Grauch, V.J., and McColly, R., 1984, Mineral resource potential of the Eagle Mountains Wilderness Study Area (CDCA-334), Riverside County, California: Summary report: U.S. Geological Survey Open-File Report 84-631, Report: 25 p.; 1 Plate: 40.07 × 30.24 inches, https://doi.org/10.3133/ofr84631.","productDescription":"Report: 25 p.; 1 Plate: 40.07 × 30.24 inches","costCenters":[],"links":[{"id":34722,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0631/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":393817,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13493.htm"},{"id":140531,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0631/report-thumb.jpg"},{"id":34721,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0631/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","country":"United States","state":"California","county":"Riverside County","otherGeospatial":"Eagle Mountains Wilderness Study Area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -115.704,\n 33.685\n ],\n [\n -115.446,\n 33.685\n ],\n [\n -115.446,\n 33.89\n ],\n [\n -115.704,\n 33.89\n ],\n [\n -115.704,\n 33.685\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db62848f","contributors":{"authors":[{"text":"Powell, R. 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Data from 12 peak-flow gaging stations adjacent to the Test Site were used to develop regression relations that permit an estimation of the magnitude of the 100-and 500-year flood peaks. The regional maximum flood was estimated on the basis of data from extreme floods elsewhere in Nevada and in surrounding states. On Fortymile Wash (drainage area at farthest downstreams cross section, 312 sq mi), the estimated maximum water depth for the three flood magnitudes are 8, 11, and 29 feet, respectively. 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