{"pageNumber":"215","pageRowStart":"5350","pageSize":"25","recordCount":6233,"records":[{"id":1098,"text":"wsp2210 - 1983 - Connector well experiment to recharge the Floridan aquifer, east Orange County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp2210","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2210","title":"Connector well experiment to recharge the Floridan aquifer, east Orange County, Florida","docAbstract":"An experimental connector well, screened in the shallow sand aquifer, finished with open hole in the Floridan aquifer and cased through the confining layer between the two aquifers, was drilled in east Orange County, Fla., to obtain information on the nature and function of the shallow aquifer as related to connector well operation. The potentiometric surface of the shallow aquifer is about 45 feet higher than the potentiomettic surface of the Floridan aquifer; hence water flows by gravity from the shallow aquifer to the Floridan aquifer through the well 'connecting' the two aquifers. Continuous flow measurement over 10 months shows the well discharge varies seasonally and averages slightly more than 50 gallons per minute. Observation wells show that, except for seasonal variation, water levels within the area of influence have reached steady state within measurable limits. Vertical anisotropy in the shallow aquifer is apparently caused by the shape and (or) arrangement of the sand grains that comprise the shallow aquifer, rather than because of distinct confining layers of different lithology. Transmissivity of the shallow aquifer at the site is about 600 square feet per clay. Extensive dewatering of wetlands in east Orange County by connector wells alone probably is not feasible. Nevertheless, large amounts of water could be channeled to the Floridan aquifer by connector wells. The results of the connector well experiment imply that water is being captured from evapotranspiration and interception of water that would have discharged to swamps in the vicinity of the connector well. However, the data available from this experiment do not permit a quantitative expression of the net gain in recharge to the Floridan aquifer resulting from operation of the connector well.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wsp2210","usgsCitation":"Bush, P.W., 1983, Connector well experiment to recharge the Floridan aquifer, east Orange County, Florida: U.S. Geological Survey Water Supply Paper 2210, iii, 26 p. :ill., map ;28 cm., https://doi.org/10.3133/wsp2210.","productDescription":"iii, 26 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":138094,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2210/report-thumb.jpg"},{"id":25828,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2210/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f59","contributors":{"authors":[{"text":"Bush, Peter W.","contributorId":57820,"corporation":false,"usgs":true,"family":"Bush","given":"Peter","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":143173,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11565,"text":"ofr83215 - 1983 - Water and streambed-material data, Eagle Creek watershed, Indiana, August 1980-December 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:06:42","indexId":"ofr83215","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-215","title":"Water and streambed-material data, Eagle Creek watershed, Indiana, August 1980-December 1982","docAbstract":"Water quality studies within the Eagle Creek watershed, Indiana, were done by the U.S. Geological Survey in August 1980, October 1982, and December 1982 in cooperation with the city of Indianapolis, Department of Public Works. Streambed-material and water samples were collected from Finley and Eagle Creeks at various flow rates and were analyzed for selected metals, non-metals, insecticides, and acid-extractable and base-neutral-extractable compounds. Water samples also were analyzed for volatile organics. This report lists all the data collected and analyzed by the U.S. Geological Survey during the 1980 and 1982 surveys but does not interpret the data. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83215","usgsCitation":"Wangsness, D.J., 1983, Water and streambed-material data, Eagle Creek watershed, Indiana, August 1980-December 1982: U.S. Geological Survey Open-File Report 83-215, 48 p. maps ;28 cm., https://doi.org/10.3133/ofr83215.","productDescription":"48 p. maps ;28 cm.","costCenters":[],"links":[{"id":145828,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0215/report-thumb.jpg"},{"id":39435,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0215/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa351","contributors":{"authors":[{"text":"Wangsness, David J.","contributorId":81475,"corporation":false,"usgs":true,"family":"Wangsness","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":163365,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29860,"text":"wri834066 - 1983 - Exploratory drilling and aquifer testing at the Kipahulu District, Haleakala National Park, Maui, Hawaii","interactions":[],"lastModifiedDate":"2023-01-09T20:45:17.860682","indexId":"wri834066","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4066","title":"Exploratory drilling and aquifer testing at the Kipahulu District, Haleakala National Park, Maui, Hawaii","docAbstract":"<p>An exploratory well, located at 388 feet above sea level in Kipahulu Valley on Maui, Hawaii, was completed and tested in October 1980. The 410-foot well penetrates a series of very dense basaltic lava flows of the Hana Formation. At an elevation of 10 feet above mean sea level, the well penetrated a water-bearing zone of permeable basaltic rock. Water from this zone had a head of about 76 feet above sea level. In October of 1980, the well was pump tested for 9 hours at various discharge rates up to 350 gallons per minute with a maximum drawdown of about 12 feet. Based on the test data, the well should produce water at a rate of 200 gallons per minute with a drawdown of less than 3 feet. The water level in the well was continuously monitored from October 1980 to mid-November 1981, during which period a maximum decline of 20 feet was recorded. Water level fluctuations in the well can be correlated to the flow in nearby Palikea Stream. The long-term water level in the well should stabilize at about 75 feet above sea level. Water quality was excellent. The total dissolved-solids content was 49 milligrams per liter and the chloride content was 4.2 milligrams per liter.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834066","usgsCitation":"Souza, W.R., 1983, Exploratory drilling and aquifer testing at the Kipahulu District, Haleakala National Park, Maui, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 83-4066, v, 26 p., https://doi.org/10.3133/wri834066.","productDescription":"v, 26 p.","costCenters":[],"links":[{"id":58671,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4066/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123551,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4066/report-thumb.jpg"},{"id":411586,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35701.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Hawaii","otherGeospatial":"Haleakala National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -156.25717163085938,\n              20.580081709180345\n            ],\n            [\n              -156.01547241210938,\n              20.580081709180345\n            ],\n            [\n              -156.01547241210938,\n              20.78693059257028\n            ],\n            [\n              -156.25717163085938,\n              20.78693059257028\n            ],\n            [\n              -156.25717163085938,\n              20.580081709180345\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f78f4","contributors":{"authors":[{"text":"Souza, W. R.","contributorId":102114,"corporation":false,"usgs":true,"family":"Souza","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202254,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18571,"text":"ofr83856 - 1983 - Geohydrologic data for test well USW H-6 Yucca Mountain area, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:29","indexId":"ofr83856","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-856","title":"Geohydrologic data for test well USW H-6 Yucca Mountain area, Nye County, Nevada","docAbstract":"The following data are presented for test well USW H-6: drilling operations, lithology, availability of borehole geophysical logs , water levels, future availability of core analyses, water chemistry, pumping tests, and packer-injection tests. The well is one of a series of test wells drilled in and near Yucca Mountain adjacent to the Nevada Test Site, Nye County, Nevada, in cooperation with the U.S. Department of Energy. These investigations are part of the Nevada Nuclear Waste Storage Investigations to identify suitable sites for underground storage of high-level radioactive wastes. Test well USW H-6 was drilled to a total depth of 1,220 m. Rocks penetrated are predominantly ash-flow tuffs. Lava was encountered from 877 to 1 ,126 m. The composite static water level is approximately 526 m below land surface. The well was pumped during two periods. Maximum drawdown was about 18 m after pumping for 4,822 min at 28 L/sec, and 12 m after pumping for 2,226 min at 27 L/sec. A borehole flow survey showed that 91% of the water withdrawn from the well came from the depth intervals from 616 to 631 m, and from 777 to 788 m. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83856","usgsCitation":"Craig, R.W., Reed, R., and Spengler, R., 1983, Geohydrologic data for test well USW H-6 Yucca Mountain area, Nye County, Nevada: U.S. Geological Survey Open-File Report 83-856, v, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr83856.","productDescription":"v, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":151993,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0856/report-thumb.jpg"},{"id":47925,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0856/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8f29","contributors":{"authors":[{"text":"Craig, R. W.","contributorId":40984,"corporation":false,"usgs":true,"family":"Craig","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":179357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, R.L.","contributorId":20332,"corporation":false,"usgs":true,"family":"Reed","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":179356,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Spengler, R.W.","contributorId":7281,"corporation":false,"usgs":true,"family":"Spengler","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":179355,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27762,"text":"wri834033 - 1983 - Ground-water-use trends in the Twin Cities metropolitan area, Minnesota, 1880-1980","interactions":[],"lastModifiedDate":"2018-03-12T12:01:11","indexId":"wri834033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4033","title":"Ground-water-use trends in the Twin Cities metropolitan area, Minnesota, 1880-1980","docAbstract":"<p>Detailed ground-water-use information from 1880 to 1980 has been collected and analyzed for the Twin Cities metropolitan area. Interpretation of historic water-use data was required to help water-resource planners and managers assess future trends in water use. Data were also needed for three computer-simulation models of ground-water flow being developed in the Twin Cities area. Methods were developed to collect, evaluate, store, and retrieve information from all local, State, and Federal agencies1 records and publications. A computerized water-use data base was constructed to facilitate generation of statistics on water-use trends and to store and retrieve data for the flow models.</p>\n<p>Ground-water use was analyzed by use category and aquifer and several trends were observed. Eighty percent of ground water currently withdrawn is from wells in the Prairie du Chien-Jordan aquifer. Ground-water use increased from 1880 until the early 1970's, and then declined slightly in the late 1970's. Industrial use in particular declined during the 1970's as a result of conservation that was prompted by increased sewagetreatment and energy costs. The intensity of pumping has decreased within the St. Paul and Minneapolis city limits and increased outside the city limits. The seasonal variability of ground-water use became more pronounced as the percentage of water used for irrigation and air conditioning increased.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834033","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities and the Minnesota Department of Natural Resources","usgsCitation":"Horn, M., 1983, Ground-water-use trends in the Twin Cities metropolitan area, Minnesota, 1880-1980: U.S. Geological Survey Water-Resources Investigations Report 83-4033, iv, 37 p., https://doi.org/10.3133/wri834033.","productDescription":"iv, 37 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":56610,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4033/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123357,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4033/report-thumb.jpg"}],"country":"United States","state":"Minneosta","otherGeospatial":"Twin Cities Metropolitan 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{\"name\":\"Anoka\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a281","contributors":{"authors":[{"text":"Horn, M.A.","contributorId":92223,"corporation":false,"usgs":true,"family":"Horn","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":198655,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29224,"text":"wri824065 - 1983 - Numerical simulation of ground-water flow in lower Satus Creek Basin, Yakima Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri824065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4065","title":"Numerical simulation of ground-water flow in lower Satus Creek Basin, Yakima Indian Reservation, Washington","docAbstract":"A multilayer numerical model of steady-state ground-water flow in lower Satus Creek basin was constructed, calibrated using time-averaged data, and used to estimate the long-term effects of proposed irrigation-water management plans on ground-water levels in the area. Model computations showed that irrigation of new lands in the Satus uplands would raise ground-water levels in lower Satus Creek basin and thereby increase the size of the waterlogged areas. The model also demonstrated that pumping water from wells, reducing the amount of irrigation water used in the lowlands, and stopping leakage from Satus No. 2 and 3 Pump Canals were all effective methods to alleviate present waterlogging in some parts of the basin and to counteract some of the anticipated ground-water-level rises that would be caused by irrigating the uplands. The proposed changes in water use affected model-computed ground-water levels most in the eastern part of the basin between Satus No. 2 and No. 3 Pump Canals. The effects on ground-water levels in the western part of the basin between Satus Creek and Satus No. 2 Pump Canal were smaller. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824065","usgsCitation":"Prych, E., 1983, Numerical simulation of ground-water flow in lower Satus Creek Basin, Yakima Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 82-4065, xi, 89 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824065.","productDescription":"xi, 89 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126894,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4065/report-thumb.jpg"},{"id":58077,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4065/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58078,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69680c","contributors":{"authors":[{"text":"Prych, E. A.","contributorId":36163,"corporation":false,"usgs":true,"family":"Prych","given":"E. A.","affiliations":[],"preferred":false,"id":201175,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29678,"text":"wri834212 - 1983 - Reconnaissance study of stream sedimentation, southern Guam","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri834212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4212","title":"Reconnaissance study of stream sedimentation, southern Guam","docAbstract":"This study uses limited available data to estimate sediment yields for three basins in southern Guam. The flow-duration sediment-rating curve method, reservoir survey data, and Pacific southwest Inter-Agency Committee (PSIAC) formula were used. Daily suspended-sediment samples were collected at USGS gaging stations on the Ylig and Ugum Rivers for one year. Intermittent samples were collected from the Talofofo River for six months. Although limited, these data are used in the flow-duration sediment-rating-curve method to estimate mean suspended-sediment yields. Fena Reservoir sedimentation data are used to test the applicability of the PSIAC formula in the three basins. Estimates of suspended-sediment yields are 467 to 845, 678 to 977, and 634 to 855 tons per year per square mile for the Talofofo, Ylig, and Ugum basins, respectively. PSIAC estimates of total sediment yield are 1,200 tons/yr/mi2 for the Talofofo, 1,385 tons/yr/mi2 for the Ylig, and 1,210 tons/yr/mi2 for the Ugum basins. These values are comparable to estimates of sediment yields from several similar basins on Oahu, Hawaii. It appears that the PSIAC method can be a useful tool in estimating sediment yields in some tropical areas. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834212","usgsCitation":"Shade, P., 1983, Reconnaissance study of stream sedimentation, southern Guam: U.S. Geological Survey Water-Resources Investigations Report 83-4212, vi, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834212.","productDescription":"vi, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160425,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4212/report-thumb.jpg"},{"id":58506,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e75f","contributors":{"authors":[{"text":"Shade, P.J.","contributorId":36599,"corporation":false,"usgs":true,"family":"Shade","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":201942,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27146,"text":"wri834107 - 1983 - Selected flow characteristics of Florida streams and canals","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri834107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4107","title":"Selected flow characteristics of Florida streams and canals","docAbstract":"Data and statistics on low-flow frequency for 254 stream-gaging stations on Florida streams and canals are presented. The selected stations have 10 or more years of continuous record. A site description, a 10-year hydrograph, and a table of flow duration are presented for each station. A computed monthly 7-day, 10-year low flow is presented for 142 stations with flow patterns not significantly altered by controls or affected by other influences. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834107","usgsCitation":"Foose, D., 1983, Selected flow characteristics of Florida streams and canals: U.S. Geological Survey Water-Resources Investigations Report 83-4107, iv, 269 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834107.","productDescription":"iv, 269 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157983,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4107/report-thumb.jpg"},{"id":56027,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62ba1b","contributors":{"authors":[{"text":"Foose, D.W.","contributorId":42999,"corporation":false,"usgs":true,"family":"Foose","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":197634,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10631,"text":"ofr83212 - 1983 - Streamflow and suspended-sediment transport in Garvin Brook, Winona County, southeastern Minnesota: Hydrologic data for 1982","interactions":[],"lastModifiedDate":"2018-03-19T10:44:25","indexId":"ofr83212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-212","title":"Streamflow and suspended-sediment transport in Garvin Brook, Winona County, southeastern Minnesota: Hydrologic data for 1982","docAbstract":"<p>Streamflow and suspended-sediment-transport data were collected in Garvin Brook watershed in Winona County, southeastern Minnesota, during 1982. The data collection was part of a study to determine the effectiveness of agricultural best-management practices designed to improve rural water quality. The study is part of a Rural Clean Water Program demonstration project undertaken by the U.S. Department of Agriculture. Continuous streamflow data were collected at three gaging stations during March through September 1982. Suspended-sediment samples were collected at two of the gaging stations. Samples were collected manually at weekly intervals. During periods of rapidly changing stage, samples were collected at 30-minute to 12-hour intervals by stage-activated automatic samplers. The samples were analyzed for suspendedsediment concentration and particle-size distribution. Particlesize distributions were also determined for one set of bedmaterial samples collected at each sediment-sampling site. The streamflow and suspended-sediment-concentration data were used to compute records of mean-daily flow, mean-daily suspended-sediment concentration, and daily suspended-sediment discharge. The daily records are documented and results of analyses for particle-size distribution and of vertical sampling in the stream cross sections are given.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr83212","collaboration":"Prepared in cooperation with the Minnesota Pollution Control Agency","usgsCitation":"Payne, G.A., 1983, Streamflow and suspended-sediment transport in Garvin Brook, Winona County, southeastern Minnesota: Hydrologic data for 1982: U.S. Geological Survey Open-File Report 83-212, iii, 22 p., https://doi.org/10.3133/ofr83212.","productDescription":"iii, 22 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":144040,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0212/report-thumb.jpg"},{"id":38465,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Winona County","otherGeospatial":"Garvin Brook","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92.16567993164062,\n              43.8533454775848\n            ],\n            [\n              -92.16567993164062,\n              44.224536189912925\n            ],\n            [\n              -91.61773681640625,\n              44.224536189912925\n            ],\n            [\n              -91.61773681640625,\n              43.8533454775848\n            ],\n            [\n              -92.16567993164062,\n              43.8533454775848\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4eee","contributors":{"authors":[{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161714,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27145,"text":"wri834025 - 1983 - Uncertainties in records of annual mean discharge in Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri834025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4025","title":"Uncertainties in records of annual mean discharge in Maine","docAbstract":"This report documents the results of rating analyses of flow during periods of ice-cover at 33 stations on selected rivers in Maine. Results were obtained through linear multiple regression. It also presents functions relating uncertainties in records to the number of discharge measurements made at these and 21 other stations. The application is unusual in that it includes analysis of the uncertainty of discharge as affected by backwater from ice. Total uncertainty consists of errors incurred during measurement and during data processing. An average of 46.8 percent of the total variance for the 21 stations not affected by backwater was due to measurement variance, and 53.2 percent was due to process variance. Data from the remaining 33 stations were divided into summer (open-water) periods and the winter (backwater) periods. An average of 49.3 percent of the total variance for the summer-period stations was due to measurements variance; 50.7 percent was due to process variance. An average of 25.2 percent of the total variance for the winter-period stations was due to measurement variance; 74.8 percent was due to process variance. Results of the seasonal division of average variance suggest that the process and measurement variances are essentially equal during open-water periods and that process variance is considerably greater than the measurement variance during backwater periods. The errors in winter discharge records significantly increased average uncertainty in the records of annual mean discharge. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834025","usgsCitation":"Fontaine, R.A., 1983, Uncertainties in records of annual mean discharge in Maine: U.S. Geological Survey Water-Resources Investigations Report 83-4025, iv, 108 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834025.","productDescription":"iv, 108 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":157982,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4025/report-thumb.jpg"},{"id":56026,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f81a","contributors":{"authors":[{"text":"Fontaine, R. A.","contributorId":78331,"corporation":false,"usgs":true,"family":"Fontaine","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197633,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1057,"text":"wsp2237 - 1983 - Regional flow in the Dakota aquifer: A study of the role of confining layers","interactions":[],"lastModifiedDate":"2022-12-23T19:18:02.542032","indexId":"wsp2237","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2237","title":"Regional flow in the Dakota aquifer: A study of the role of confining layers","docAbstract":"The Dakota Sandstone in South Dakota is one of the classic artesian aquifers; it was first studied by N. H. Darton at the turn of the century. Since then, hydrogeologists have debated the source of the large quantities of water which have been discharged by artesian flow from the Dakota. Among suggestions for the source of this water are (1) recharge of the aquifer at outcrops in the Black Hills, (2) compaction and compressive storage within the aquifer, (3)leakage through confining layers, and (4) upward flow from the underlying Madison Group limestones. \r\n\r\nA series of increasingly refined models of the aquifer system in South Dakota have been developed and used for numerical simulations of the ground-water flow. The simulations have provided estimates of leakage through the confining layers. The results indicate that, before development, most of the flow into and out of the Dakota Sandstone occurred as leakage through confining layers and, since development, most of the water released from storage has come from the confining layers. \r\n\r\nIn situ and laboratory hydraulic conductivity measurements have been made for the Cretaceous shale confining layer which overlies the Dakota. These data indicate hydraulic conductivities which are one to three orders of magnitude lower than the conductivities indicated by the numerical analyses; this suggests that the leakage through the confining layer is largely through fractures. The fractures apparently did not influence the laboratory and in situ measurements. \r\n\r\nTo test the conception of flow in the aquifer-confining layer system derived from our analyses, the transport of sulfate in the system was simulated. Simulations using a numerical ground-water transport model were reasonably successful in explaining the present distribution of sulfate in the system. This result increases confidence in the flow system implied by the flow simulations in which leakage through confining layers is dominant.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2237","usgsCitation":"Bredehoeft, J.D., Neuzil, C., and Milly, P.C., 1983, Regional flow in the Dakota aquifer: A study of the role of confining layers: U.S. Geological Survey Water Supply Paper 2237, iv, 45 p., https://doi.org/10.3133/wsp2237.","productDescription":"iv, 45 p.","costCenters":[],"links":[{"id":411005,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25541.htm","linkFileType":{"id":5,"text":"html"}},{"id":25731,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2237/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138082,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2237/report-thumb.jpg"}],"country":"United States","state":"Nebraska, South Dakota","otherGeospatial":"Dakota aquifer","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -96.432,\n              45.946\n            ],\n            [\n              -104.049,\n              45.946\n            ],\n            [\n              -104.049,\n              42.477\n            ],\n            [\n              -96.432,\n              42.477\n            ],\n            [\n              -96.432,\n              45.946\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db610782","contributors":{"authors":[{"text":"Bredehoeft, John D.","contributorId":86747,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"John","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":143104,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Neuzil, C. E. 0000-0003-2022-4055","orcid":"https://orcid.org/0000-0003-2022-4055","contributorId":81078,"corporation":false,"usgs":true,"family":"Neuzil","given":"C. E.","affiliations":[],"preferred":false,"id":143103,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Milly, P. C.","contributorId":80652,"corporation":false,"usgs":true,"family":"Milly","given":"P.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":143102,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":11345,"text":"ofr83127 - 1983 - Literature assessment of the Charlotte Harbor estuarine system and surrounding area, Southwest Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:06:24","indexId":"ofr83127","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-127","title":"Literature assessment of the Charlotte Harbor estuarine system and surrounding area, Southwest Florida","docAbstract":"The Governor of Florida established the Charlotte Harbor Resource Planning and Management committee to recommend the course of action Florida should take in planning for potential growth in the rapidly growing area surrounding Charlotte Harbor. In May 1981, the U.S. Geological Survey began a planning study to determine detailed hydrologic study needs of the Charlotte Harbor area. A literature search of available data and reports pertaining to the Charlotte Harbor estuarine system and surrounding area resulted in almost 1,300 references. This report contains all references collected during this search. Some of the major reference topics are altered freshwater flow, water quality of the harbor and drainage systems, circulation and tides, coastal and marine resources, fisheries, geology and hydrology of the area, impact studies, water resources, flora and fauna of the area, and water supply. Sixty-eight key words or subject identifiers are used to the index report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83127","usgsCitation":"Stoker, Y.E., and Karavitis, G.A., 1983, Literature assessment of the Charlotte Harbor estuarine system and surrounding area, Southwest Florida: U.S. Geological Survey Open-File Report 83-127, 143 p. map ;28 cm., https://doi.org/10.3133/ofr83127.","productDescription":"143 p. map ;28 cm.","costCenters":[],"links":[{"id":143667,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0127/report-thumb.jpg"},{"id":39171,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0127/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a481d","contributors":{"authors":[{"text":"Stoker, Yvonne E. ystoker@usgs.gov","contributorId":5101,"corporation":false,"usgs":true,"family":"Stoker","given":"Yvonne","email":"ystoker@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":162969,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Karavitis, George A. gkaravitis@usgs.gov","contributorId":5712,"corporation":false,"usgs":true,"family":"Karavitis","given":"George","email":"gkaravitis@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":162970,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28485,"text":"wri824112 - 1983 - Computation of inflows and outflows of eight regulated lakes in the Oswego River Basin, New York, 1930-79","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri824112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4112","title":"Computation of inflows and outflows of eight regulated lakes in the Oswego River Basin, New York, 1930-79","docAbstract":"Estimates of daily inflows and outflows of eight regulated lakes in the Oswego River basin and discharges of three rivers draining these lakes were computed and compiled for use in evaluated lake-regulation procedures in the basin 's stream and reservoir system and are stored on computer. This report includes a table of monthly flows at these sites from 1930-79. Computations were based on records from the 1930-79 water years. Daily net inflow estimates (lake inflow minus evaporation and possible groundwater seepage) were computed from the outflows and changes in lake storage. Lake storage was estimated from lake level data and elevation-capacity curves for each lake. A smoothing technique was applied to plots of daily lake levels before net inflows were computed. Where lake level or outflow data were missing, net flows were estimated from linear regression equations. Analysis of results indicates that: (1) smoothing the plots of daily lake levels significantly reduces random fluctuations resulting from seiche or wind action; (2) continuous lake storage recorders provide a more reliable record than staff gages (once-daily, lake level readings) for computing daily changes in lake storage; and (3) the effect of smoothing decreases as the computational period is increased. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824112","usgsCitation":"Lumia, R., and Moore, R.B., 1983, Computation of inflows and outflows of eight regulated lakes in the Oswego River Basin, New York, 1930-79: U.S. Geological Survey Water-Resources Investigations Report 82-4112, iv, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824112.","productDescription":"iv, 50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119042,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4112/report-thumb.jpg"},{"id":57284,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4112/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7ea7","contributors":{"authors":[{"text":"Lumia, Richard rlumia@usgs.gov","contributorId":4579,"corporation":false,"usgs":true,"family":"Lumia","given":"Richard","email":"rlumia@usgs.gov","affiliations":[],"preferred":true,"id":199891,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moore, R. B.","contributorId":98720,"corporation":false,"usgs":true,"family":"Moore","given":"R.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199892,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":11338,"text":"ofr821007 - 1983 - Low-flow characteristics of Indiana streams","interactions":[],"lastModifiedDate":"2012-02-02T00:06:25","indexId":"ofr821007","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"82-1007","title":"Low-flow characteristics of Indiana streams","docAbstract":"Knowledge of low-flow data for Indiana streams is essential to the planners and developers of water resources for municipal, industrial, and recreational uses in the State. Low-flow data for 219 continuous-record gaging stations through the 1978 water year and for some stations since then are presented in tables and curves. Flow-duration and low-flow-frequency data were estimated or determined for continuous-record stations having more than 10 years of record. In addition, low-flow-frequency data were estimated for 248 partial-record stations. Methods for estimating these data are included in the report. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr821007","usgsCitation":"Stewart, J.A., 1983, Low-flow characteristics of Indiana streams: U.S. Geological Survey Open-File Report 82-1007, ix, 284 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr821007.","productDescription":"ix, 284 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":143151,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/1007/report-thumb.jpg"},{"id":39146,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/1007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648610","contributors":{"authors":[{"text":"Stewart, J. A.","contributorId":50158,"corporation":false,"usgs":true,"family":"Stewart","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":162959,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":10461,"text":"ofr8336 - 1983 - Gain-loss study along two streams in the upper Sabine River basin, Texas; August-September 1981","interactions":[],"lastModifiedDate":"2016-08-11T15:30:58","indexId":"ofr8336","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-36","title":"Gain-loss study along two streams in the upper Sabine River basin, Texas; August-September 1981","docAbstract":"<p>A gain-loss study was made August-September 1981 along the upper Sabine River from Lake Tawakoni to Farm Road 2517 near Carthage and along Lake Fork Creek from Lake Fork Reservoir to its junction (mouth) with the Sabine River. The hydrologic data collected during the gain-loss study indicated that during periods of low flow on the Sabine River, at least as much water as is released from Lake Tawakoni and from Lake Fork Reservoir will be available downstream at Farm Road 14 near Big Sandy and at Farm Road 2517 near Carthage. Gains from bank seepage and small tributary inflows compensate for losses due to evaporation, evapotranspiration, and loss of water into the alluvial aquifer.</p>\n<p>Dissolved solids concentrations in the Sabine River, estimated from specific conductance, increased from about 120 milligrams per liter near the upstream end of the reach to about 400 milligrams per liter near the downstream end of the reach. Water with these concentrations of dissolved solids generally is suitable for most uses.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8336","usgsCitation":"Myers, D.R., 1983, Gain-loss study along two streams in the upper Sabine River basin, Texas; August-September 1981: U.S. Geological Survey Open-File Report 83-36, iv, 11 p., https://doi.org/10.3133/ofr8336.","productDescription":"iv, 11 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":38331,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0036/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145033,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0036/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1451","contributors":{"authors":[{"text":"Myers, Dennis R.","contributorId":57860,"corporation":false,"usgs":true,"family":"Myers","given":"Dennis","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":161443,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26841,"text":"wri824056 - 1983 - Geology of the \"20-foot\" clay and Gardiners clay in southern Nassau and southwestern Suffolk counties, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri824056","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4056","title":"Geology of the \"20-foot\" clay and Gardiners clay in southern Nassau and southwestern Suffolk counties, Long Island, New York","docAbstract":"Data from 1978-79 drilling was compiled with information from previous reports and historical records to prepare surface contour and isopach maps of the ' 20-foot ' clay and Gardiners Clay in southern Nassau and southwestern Suffolk Counties. These units are major confining layers in the upper part of the groundwater reservoir along Long Island 's south shore. Where present, they influence the groundwater flow patterns locally. The ' 20-foot ' clay, previously mapped in Nassau County only, was found in test borings in Suffolk County also. Its surface altitude ranges from 20 to 40 ft below NGVD (National Geodetic Vertical Datum of 1929); thickness ranges from 0 to 30 ft. The surface altitude of the Gardiners Clay ranges from 40 to 120 ft below NGVD; thickness ranges from 0 to 90 ft. Previously known discontinuities in both formations are more accurately delineated, and several new discontinuities have been inferred from the new data. The Matawan Group-Magothy Formation undifferentiated the Monmouth Group, and the Jameco Gravel directly underlie the Gardiners Clay. Revised surface altitudes of these formations are depicted on maps and cross sections of the south-shore area. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824056","usgsCitation":"Doriski, T., and Wilde-Katz, F., 1983, Geology of the \"20-foot\" clay and Gardiners clay in southern Nassau and southwestern Suffolk counties, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 82-4056, iv, 21 p. :maps ;28 cm., https://doi.org/10.3133/wri824056.","productDescription":"iv, 21 p. :maps ;28 cm.","costCenters":[],"links":[{"id":123765,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4056/report-thumb.jpg"},{"id":55724,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55725,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55726,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55727,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55728,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55729,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55730,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55731,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4056/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55732,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4056/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db6808e7","contributors":{"authors":[{"text":"Doriski, T.P.","contributorId":108150,"corporation":false,"usgs":true,"family":"Doriski","given":"T.P.","affiliations":[],"preferred":false,"id":197101,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilde-Katz, Franceska","contributorId":71587,"corporation":false,"usgs":true,"family":"Wilde-Katz","given":"Franceska","email":"","affiliations":[],"preferred":false,"id":197100,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3943,"text":"cir870 - 1983 - U.S. Geological Survey program of offshore resource and geoenvironmental studies, Atlantic-Gulf of Mexico region, from September 1, 1976, to December 31, 1978","interactions":[],"lastModifiedDate":"2012-02-02T00:05:30","indexId":"cir870","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"870","title":"U.S. Geological Survey program of offshore resource and geoenvironmental studies, Atlantic-Gulf of Mexico region, from September 1, 1976, to December 31, 1978","docAbstract":"Mineral and energy resources of the continental margins of the United States arc important to the Nation's commodity independence and to its balance of payments. These resources are being studied along the continental margins of the Atlantic Ocean and the Gulf of Mexico in keeping with the mission of the U.S. Geological Survey to survey the geologic structures, mineral resources, and products of the national domain.'(Organic Act of 1879). \r\n\r\nAn essential corollary to these resource studies is the study of potential geologic hazards that may be associated with offshore resource exploration and exploitation. In cooperation with the U.S. Bureau of Land Management, the Geological Survey, through its Atlantic-Gulf of Mexico Marine Geology Program, carries out extensive research to evaluate hazards from sediment mobility, shallow gas, and slumping and to acquire information on the distribution and concentration of trace metals and biogenic and petroleum-derived hydrocarbons in sea-floor sediments. All these studies arc providing needed background information, including information on pollutant dispersal, on the nearshore, estuarine, and lacustrine areas that may be near pipeline and nuclear powerplant sites. Users of these data include the Congress, many Federal agencies, the coastal States, private industry, academia, and the concerned public. \r\n\r\nThe results of the regional structural, stratigraphic, and resource studies carried out under the Atlantic-Gulf of Mexico Marine Geology Program have been used by the Geological Survey and the Bureau of Land Management to select areas for future leasing and to aid in the evaluation of tracts nominated for leasing. Resource studies have concentrated mostly on the Atlantic Outer Continental Shelf frontier areas. Geologic detailing of five major basins along the U.S. Atlantic margin, where sediments are as much as 14 km thick, have been revealed by 25,000 km of 24-and 48-channel common-depth-point seismic data, 187,000 km of acromagnetic data, and 39,000 km of gravity data, plus 10,000 samples and logs obtained from U.S. Geological Survey and industry drilling (for example, coreholes of the Atlantic Slope Program, Joint Oceanographic Institutions Deep Earth Sampling, Continental Offshore Stratigraphic Tests, and the Atlantic Margin Coring Program). A sedimentary section of Jurassic and Cretaceous age grades from terrigenous clastic rocks nearshore to carbonate rocks offshore; this section is part of an extensive buried bank-platform complex that could contain large reserves of natural gas and oil. \r\n\r\nThe volume of sediment deposited offshore far exceeds the volume deposited onshore where extensive accumulations of oil, gas, and minerals have been found. Commercial exploratory drilling offshore thus far has been limited to the Baltimore Canyon Trough area off New Jersey, where at least two holes have found gas; leasing has taken place in the Southeast Georgia Embayment, where drilling was scheduled to begin in 1979, and is imminent in the Georges Bank area off New England. In addition, hydrogeologic and hydrochemical data obtained from the drilling studies have delineated freshwater-bearing submarine extensions of land aquifers that are important coastal ground-water resources. \r\n\r\nHazards in the Georges Bank area include sand mobility associated with strong currents and storm-driven waves; high concentrations of suspended sediment in the water column that, when mixed with spilled oil, may sink to the bottom; and slumping along the upper slope. In the Baltimore Canyon, high sediment mobility accompanies major winter storms, and slumped material may cover as much as 20 percent of the upper slope. Potentially unstable slope areas are being studied in great detail to provide data on timing, triggering mechanisms, and rates of sediment movement. In the Southeast Georgia Embayment and Blake Plateau Basin, strong Gulf Stream flow poses a major problem to all offshore operations. \r\n\r\nIn the Gulf o","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir870","usgsCitation":"Folger, D.W., and Needell, S.W., 1983, U.S. Geological Survey program of offshore resource and geoenvironmental studies, Atlantic-Gulf of Mexico region, from September 1, 1976, to December 31, 1978: U.S. Geological Survey Circular 870, 67 p. :ill., maps ;27 cm., https://doi.org/10.3133/cir870.","productDescription":"67 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":117403,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1983/0870/report-thumb.jpg"},{"id":31028,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1983/0870/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db6123db","contributors":{"authors":[{"text":"Folger, David W.","contributorId":96663,"corporation":false,"usgs":true,"family":"Folger","given":"David","email":"","middleInitial":"W.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":147869,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Needell, Sally W.","contributorId":106874,"corporation":false,"usgs":true,"family":"Needell","given":"Sally","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":147870,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27729,"text":"wri824059 - 1983 - Use of digital land-cover data from the Landsat satellite in estimating streamflow characteristics in the Cumberland Plateau of Tennessee","interactions":[],"lastModifiedDate":"2017-03-29T14:35:11","indexId":"wri824059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"82-4059","title":"Use of digital land-cover data from the Landsat satellite in estimating streamflow characteristics in the Cumberland Plateau of Tennessee","docAbstract":"Streamflow may be estimated with regression equations that relate streamflow characteristics to characteristics of the drainage basin. A statistical experiment was performed to compare the accuracy of equations using basin characteristics derived from maps and climatological records (control group equations) with the accuracy of equations using basin characteristics derived from Landsat data as well as maps and climatological records (experimental group equations). Results show that when the equations in both groups are arranged into six flow categories, there is no substantial difference in accuracy between control group equations and experimental group equations for this particular site where drainage area accounts for more than 90 percent of the variance in all streamflow characteristics (except low flows and most annual peak logarithms). (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824059","usgsCitation":"Hollyday, E., and Hansen, G., 1983, Use of digital land-cover data from the Landsat satellite in estimating streamflow characteristics in the Cumberland Plateau of Tennessee: U.S. Geological Survey Water-Resources Investigations Report 82-4059, v, 48 p., https://doi.org/10.3133/wri824059.","productDescription":"v, 48 p.","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":158788,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":2116,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri824059","linkFileType":{"id":5,"text":"html"}},{"id":338667,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/wri824059/pdf/wrir_82-4059_a.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604670","contributors":{"authors":[{"text":"Hollyday, E. F.","contributorId":95062,"corporation":false,"usgs":true,"family":"Hollyday","given":"E. F.","affiliations":[],"preferred":false,"id":198604,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hansen, G.R.","contributorId":68785,"corporation":false,"usgs":true,"family":"Hansen","given":"G.R.","email":"","affiliations":[],"preferred":false,"id":198603,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30808,"text":"ofr83679 - 1983 - Data from sediment studies of the Rio Orinoco, Venezuela, August 15-25, 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:09:13","indexId":"ofr83679","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-679","title":"Data from sediment studies of the Rio Orinoco, Venezuela, August 15-25, 1982","docAbstract":"Water and suspended-sediment discharges were measured and bed-material samples were collected during August, 1982, at 9 cross sections along a 800-kilometer reach of the Rio Orinoco. Flows varied from approximately 31,000 to 72,000 cubic meters per second, and sediment discharge varied from approximately 1,600 to 8,000 kilograms per second. The bed material is mostly fine to medium sand and almost one-third of the suspended sediment is sand.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83679","usgsCitation":"Nordin, C.F., Meade, R., and Curtis, C., 1983, Data from sediment studies of the Rio Orinoco, Venezuela, August 15-25, 1982: U.S. Geological Survey Open-File Report 83-679, iii, 29 p.  map ;29 cm., https://doi.org/10.3133/ofr83679.","productDescription":"iii, 29 p.  map ;29 cm.","costCenters":[],"links":[{"id":161040,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0679/report-thumb.jpg"},{"id":59524,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0679/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c8dd","contributors":{"authors":[{"text":"Nordin, Carl F.","contributorId":68297,"corporation":false,"usgs":true,"family":"Nordin","given":"Carl","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":204011,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meade, R.H.","contributorId":27449,"corporation":false,"usgs":true,"family":"Meade","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":204010,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Curtis, C.C.","contributorId":68791,"corporation":false,"usgs":true,"family":"Curtis","given":"C.C.","email":"","affiliations":[],"preferred":false,"id":204012,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":10254,"text":"ofr83817 - 1983 - $ANBA; a rapid, combined data acquisition and correction program for the SEMQ electron microprobe","interactions":[],"lastModifiedDate":"2012-02-02T00:06:26","indexId":"ofr83817","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"83-817","title":"$ANBA; a rapid, combined data acquisition and correction program for the SEMQ electron microprobe","docAbstract":"$ANBA is a program developed for rapid data acquisition and correction on an automated SEMQ electron microprobe. The program provides increased analytical speed and reduced disk read/write operations compared with the manufacturer's software, resulting in a doubling of analytical throughput. In addition, the program provides enhanced analytical features such as averaging, rapid and compact data storage, and on-line plotting. The program is described with design philosophy, flow charts, variable names, a complete program listing, and system requirements. A complete operating example and notes to assist in running the program are included.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83817","usgsCitation":"McGee, J.J., 1983, $ANBA; a rapid, combined data acquisition and correction program for the SEMQ electron microprobe: U.S. Geological Survey Open-File Report 83-817, i, 47 p. ill. ;28 cm., https://doi.org/10.3133/ofr83817.","productDescription":"i, 47 p. ill. ;28 cm.","costCenters":[],"links":[{"id":143112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0817/report-thumb.jpg"},{"id":38118,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0817/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4901e4b0b290850eecd5","contributors":{"authors":[{"text":"McGee, James J.","contributorId":46535,"corporation":false,"usgs":true,"family":"McGee","given":"James","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":161082,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7924,"text":"ofr83147 - 1983 - Water quality of the Potomac River at Chain Bridge at Washington, D.C.; hydrologic-data report, 1978 water year","interactions":[],"lastModifiedDate":"2012-02-02T00:06:00","indexId":"ofr83147","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-147","title":"Water quality of the Potomac River at Chain Bridge at Washington, D.C.; hydrologic-data report, 1978 water year","docAbstract":"Water quality data are presented, measured at the Potomac River at Chain Bridge at Washington, D.C. for the 1978 water year. Samples were generally collected twice a week and more frequently during periods of high flow. The samples were analyzed for nitrogen, phosphorus, silica and suspended sediments. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83147","usgsCitation":"Blanchard, S.F., 1983, Water quality of the Potomac River at Chain Bridge at Washington, D.C.; hydrologic-data report, 1978 water year: U.S. Geological Survey Open-File Report 83-147, 14 p. map ;28 cm., https://doi.org/10.3133/ofr83147.","productDescription":"14 p. map ;28 cm.","costCenters":[],"links":[{"id":140720,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0147/report-thumb.jpg"},{"id":35489,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0147/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db6697b5","contributors":{"authors":[{"text":"Blanchard, Stephen F.","contributorId":54966,"corporation":false,"usgs":true,"family":"Blanchard","given":"Stephen","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":156842,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29987,"text":"wri834106 - 1983 - Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi","interactions":[],"lastModifiedDate":"2022-01-28T12:33:49.391345","indexId":"wri834106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4106","title":"Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi","docAbstract":"<p>The base flow component of streamflow was separated from hydrographs for unregulated streams in the Cretaceous and Tertiary clastic outcrop area of South Carolina, Georgia, Alabama, and Mississippi. The base flow values are used in estimating recharge to the sand aquifer. Relations developed between mean annual base flow and stream discharge at the 60- and 65-percent streamflow duration point can be used to approximate mean annual base flow in lieu of hydrograph separation methods for base flows above 10 cu ft/s. Base flow recession curves were used to derive estimates of hydraulic diffusivity of the aquifer which was converted to transmissivity using estimated specific yield. These base-flow-derived transmissivities are in general agreement with transmissivities derived from well data. The shape of flow duration curves of streams is affected by the lithology of the Coastal Plain sediments. Steep flow duration curves appear to be associated with basins underlain by clay or chalk where a low percentage of the discharge is base flow while flatter curves appear to be associated with basins underlain by sand and gravel where a high percentage of the discharge is base flow.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834106","usgsCitation":"Stricker, V., 1983, Base flow of streams in the outcrop area of southeastern sand aquifer: South Carolina, Georgia, Alabama, and Mississippi: U.S. Geological Survey Water-Resources Investigations Report 83-4106, iv, 17 p., https://doi.org/10.3133/wri834106.","productDescription":"iv, 17 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":58795,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4106/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":395018,"rank":4,"type":{"id":36,"text":"NGMDB Index 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,{"id":30110,"text":"wri834129 - 1983 - Methods for estimating peak discharge and flood boundaries of streams in Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri834129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"83-4129","title":"Methods for estimating peak discharge and flood boundaries of streams in Utah","docAbstract":"Equations for estimating 2-, 5-, 10-, 25-, 50-, and 100-year peak discharges and flood depths at ungaged sites in Utah were developed using multiple-regression techniques. Ratios of 500- to 100-year values also were determined. The peak discharge equations are applicable to unregulated streams and the flood depth equations are applicable to the unregulated flow in natural stream channels. The flood depth data can be used to approximate flood prone areas. Drainage area and mean basin elevation are the two basin characteristics needed to use these equations. The standard error of estimate ranges from 38% to 74% for the 100-year peak discharge and from 23% to 33% for the 100-year flood depth. Five different flood mapping methods are described. Streams are classified into four categories as a basis for selecting a flood mapping method. Procedures for transferring flood depths obtained from the regression equations to a flood boundary map are outlined. Also, previous detailed flood mapping by government agencies and consultants is summarized to assist the user in quality control and to minimize duplication of effort. Methods are described for transferring flood frequency data from gaged to ungaged sites on the same stream. Peak discharge and flood depth frequency relations and selected basin characteristics data, updated through the 1980 water year, are tabulated for more than 300 gaging stations in Utah and adjoining states. In addition, weighted estimates of peak discharge relations based on the station data and the regression estimates are provided for each gaging station used in the regression analysis. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834129","usgsCitation":"Thomas, B.E., and Lindskov, K., 1983, Methods for estimating peak discharge and flood boundaries of streams in Utah: U.S. Geological Survey Water-Resources Investigations Report 83-4129, vi, 77 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834129.","productDescription":"vi, 77 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4129/report-thumb.jpg"},{"id":58925,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4129/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a434","contributors":{"authors":[{"text":"Thomas, B. E.","contributorId":90767,"corporation":false,"usgs":true,"family":"Thomas","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202693,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":202694,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":8407,"text":"ofr83605 - 1983 - Novice's guide to PACER-GARNET for use with the National Coal Resources Data System; a flow chart","interactions":[],"lastModifiedDate":"2012-02-02T00:06:12","indexId":"ofr83605","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-605","title":"Novice's guide to PACER-GARNET for use with the National Coal Resources Data System; a flow chart","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83605","usgsCitation":"Connor, C.W., 1983, Novice's guide to PACER-GARNET for use with the National Coal Resources Data System; a flow chart: U.S. Geological Survey Open-File Report 83-605, 4 p. ill. ;28 cm., https://doi.org/10.3133/ofr83605.","productDescription":"4 p. ill. ;28 cm.","costCenters":[],"links":[{"id":142169,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0605/report-thumb.jpg"},{"id":35974,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0605/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6968c1","contributors":{"authors":[{"text":"Connor, Carol Waite","contributorId":87943,"corporation":false,"usgs":true,"family":"Connor","given":"Carol","email":"","middleInitial":"Waite","affiliations":[],"preferred":false,"id":157665,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":7588,"text":"ofr83270 - 1983 - The U.S. Geological Survey's water resources program in New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:50","indexId":"ofr83270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1983","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":"83-270","title":"The U.S. Geological Survey's water resources program in New York","docAbstract":"The U.S. Geological Survey performs hydrologic investigations throughout the United States to appraise the Nation's water resources. The Geological Survey began its water-resources investigations in New York in 1895. To meet the objectives of assessing New York's water resources, the Geological Survey (1) monitors the quantity and quality of surface and ground water, (2) conducts investigations of the occurrence, availability, and chemical quality of water in specific areas of the State, (3) develops methods and techniques of data-collection and interpretation, (4) provides scientific guidance to the research community, to Federal, State, and local governments, and to the public, and (5) disseminates data and results of research through reports, maps, news releases, conferences, and workshops. \r\n\r\nMany of the joint hydrologic investigations are performed by the Geological Survey in cooperation with State, county, and nonprofit organizations. The data collection network in New York includes nearly 200 gaging stations and 250 observation wells; chemical quality of water is measured at 260 sites. Data collected at these sites are published annually and are filed in the WATSTORE computer system. Some of the interpretive studies performed by the Geological Survey in New York include (1) determining the suitability of ground-water reservoirs for public-water supply in urban areas, (2) assessing geohydrologic impacts of leachate from hazardous waste sites on stream and ground-water quality, (3) evaluating the effects of precipitation quality and basin characteristics on streams and lakes, and (4) developing digital models of the hydrology of aquifers to simulate ground-water flow and the interaction between ground water and streams.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr83270","usgsCitation":"Wiltshire, D.A., 1983, The U.S. Geological Survey's water resources program in New York: U.S. Geological Survey Open-File Report 83-270, 15 p. ;27 cm., https://doi.org/10.3133/ofr83270.","productDescription":"15 p. ;27 cm.","costCenters":[],"links":[{"id":139857,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1983/0270/report-thumb.jpg"},{"id":35074,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1983/0270/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6498d8","contributors":{"authors":[{"text":"Wiltshire, Denise A.","contributorId":78717,"corporation":false,"usgs":true,"family":"Wiltshire","given":"Denise","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":156237,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}