{"pageNumber":"2084","pageRowStart":"52075","pageSize":"25","recordCount":68919,"records":[{"id":27562,"text":"wri834213 - 1983 - Sediment transport in the Tanana River near Fairbanks, Alaska, 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri834213","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":"83-4213","title":"Sediment transport in the Tanana River near Fairbanks, Alaska, 1982","docAbstract":"Suspended-sediment and bedload-transport rates for the Tanana River near Fairbanks can be related to water discharge, and annual sediment loads can be computed using these relations. For a site at Fairbanks the annual loads in 1982 were 26.1 million metric tons of suspended sediment and 227,000 metric tons of bedload. Data collected at five other sites within a 40-kilometer reach of the river indicate similar suspended-sediment-transport relations but bedload-transport relations varied from site to site. For all sites bedload is about 1 percent of suspended-sediment load. Particle-size distribution of suspended sediment is similar at all six sites. Median particle size is generally in the silt range; only occasionally is it in the very fine sand range. Median particle size of bedload ranged from the gravel range to the medium sand range at four of the six sampling sites. At the farthest downstream site, Byers Island, and the farthest upstream site, above Chena River Floodway, median particle size of bedload was always in the sand range. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri834213","usgsCitation":"Harrold, P., and Burrows, R., 1983, Sediment transport in the Tanana River near Fairbanks, Alaska, 1982: U.S. Geological Survey Water-Resources Investigations Report 83-4213, v, 60 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834213.","productDescription":"v, 60 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":110163,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35856.htm","linkFileType":{"id":5,"text":"html"},"description":"35856"},{"id":122629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_83_4213.jpg"},{"id":13748,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri83-4213/","linkFileType":{"id":5,"text":"html"}},{"id":56418,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4213/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56419,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4213/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbecc","contributors":{"authors":[{"text":"Harrold, P.E.","contributorId":89935,"corporation":false,"usgs":true,"family":"Harrold","given":"P.E.","email":"","affiliations":[],"preferred":false,"id":198329,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burrows, R.L.","contributorId":19977,"corporation":false,"usgs":true,"family":"Burrows","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":198328,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27758,"text":"wri834228 - 1983 - Water resources of the Rattlesnake Butte area, a site of potential lignite mining in west-central North Dakota","interactions":[],"lastModifiedDate":"2018-03-08T13:06:53","indexId":"wri834228","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":"83-4228","title":"Water resources of the Rattlesnake Butte area, a site of potential lignite mining in west-central North Dakota","docAbstract":"<p>In much of western North Dakota, minable lignite beds and associated sand beds are valuable local aquifers. Strip mining disrupts the aquifers and could significantly impact the local hydrology, imposing hardships on local residents. This comprehensive water-resources study of a 147-square-mile coal area in west-central North Dakota was done to facilitate sound management decisions regarding the suitability of the site for mining. </p><p>Two strippable lignite beds, identified as the D and E beds, in the lower 250 to 300 feet of the Sentinel Butte Member of the Fort Union Formation underlie much of two small stream basins. The lignites and two closely associated sand deposits are the only consistently occurring aquifers within several hundred feet of the land surface. </p><p>The D lignite bed underlies nearly the entire study area, but is not water bearing where it is structurally uplifted beneath upland areas. It is, for the most part, marginally confined. The E lignite bed overlies the D bed and is extensively eroded along North Creek in the southern part of the study area. The E bed is either unsaturated or unconfined in most of its area of occurrence. Direction of ground-water flow in both lignite aquifers is largely controlled by topography. </p><p>Interconnected sand beds deposited as channel fill in braided streams form aquifers between the E and D beds (E-D aquifer) and below the D bed (D-HT aquifer). Both aquifers underlie the central part of the study area and each consists of as much as 100 feet of predominantly fine to medium silty unconsolidated sand. Maximum depth to the top of the aquifers was 200 feet for the E-D aquifer and 320 feet for the D-HT aquifer. The E-D aquifer, where near land surface, is unconfined, whereas the D-HT aquifer is entirely confined. Direction of ground-water flow in the D-HT aquifer is not influenced by the local topography as in the three overlying aquifers.</p><p>Aquifers also occur at much greater depth beneath the study area in strata of Late Cretaceous and early Tertiary age. The Fox Hills and Tongue River aquifers are most commonly utilized and lie at depths of about 1,700 and 750 feet, respectively. </p><p>Water in all aquifers beneath the study area is a sodium bicarbonate or sodium sulfate type. Mean dissolved solids in the four aquifers in the Sentinel Butte Member ranged from 1,290 to 1,970 milligrams per liter- Most of the samples were soft water, had low dissolved iron concentration, and were slightly to moderately colored (tan to brown) by dissolved organics.&nbsp;Several samples from the four aquifers had a perceptible hydrogen sulfide odor.</p><p>North Creek and an unnamed tributary of the Green River drain most of the study area. North Creek flows intermittently during most years, while the Green River tributary flows perennially and has base flow of about 0.2 cubic foot per second. North Creek has predominately a sodium sulfate type water and the Green River tributary has a sodium bicarbonate-sulfate type water. At high flows, the dissolved solids generally are less than 1,000 milligrams per liter, and the water contains greater percentages of calcium and magnesium than at low flow.</p><p>The impacts of strip mining on the shallow ground-water flow system would be very localized due to the already low water levels and the segmented nature of the flow system. Similarly, water-quality impacts on the ground-water system would be localized. Natural geochemical processes are effective in limiting the severity and lateral spread of chemically enriched waters. </p><p>Streamflow magnitudes should not be significantly affected by mining activities. Stream quality impacts should be readily manageable by ordinary routing, impoundment, and treatment techniques. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834228","usgsCitation":"Horak, W., 1983, Water resources of the Rattlesnake Butte area, a site of potential lignite mining in west-central North Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4228, Report: vi, 53 p. 2 Plates: 23.74 x 12.80 inches and 21.90 x 14.80 inches, https://doi.org/10.3133/wri834228.","productDescription":"Report: vi, 53 p. 2 Plates: 23.74 x 12.80 inches and 21.90 x 14.80 inches","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":56605,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4228/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56606,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4228/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56607,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4228/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123563,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4228/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f03d1","contributors":{"authors":[{"text":"Horak, W.F.","contributorId":82326,"corporation":false,"usgs":true,"family":"Horak","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":198649,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28366,"text":"wri834113 - 1983 - Effects of specific land uses on nonpoint sources of suspended sediment, nutrients, and herbicides, Pequea Creek basin, Pennsylvania, 1979-80","interactions":[],"lastModifiedDate":"2017-06-22T08:26:05","indexId":"wri834113","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":"83-4113","title":"Effects of specific land uses on nonpoint sources of suspended sediment, nutrients, and herbicides, Pequea Creek basin, Pennsylvania, 1979-80","docAbstract":"The Susquehanna River Basin Commission and the U.S. Environmental Protection Agency cooperated with the U.S. Geological Survey in a study to quantify nonpoint-source loadings from an agricultural area in Pennsylvania. Pequea Creek, a tributary to the Susquehanna River, drains a 154-square mile agricultural area in Lancaster County, Pennsylvania. Previous studies defined the Pequea Creek basin as a contributor of sediment, nutrients, and pesticides from nonpoint sources to the Susquehanna River. \r\n\r\nThe purpose of this intensive watershed investigation was to determine the effects of various land uses on water quality of receiving streams. Streamflow was measured and monthly base-flow samples and water-weighted composite storm samples were analyzed for suspended sediment, nutrients, organic carbon, and triazine herbicides. Constituent loadings were calculated to quantify their discharge from the entire Pequea Creek basin and from four specific subbasins: forest, cornfield, rural residential, and pasture. Soil samples were analyzed for nutrients and selected herbicides, and land use and application data were collected to determine the source of loadings. Precipitation amounts and chemistry were also measured. \r\n\r\nPrecipitation and streamflow were below average for much of the investigation period, May 1979 to December 1980. The annual precipitation for 1980 was 10 inches below normal, with drought conditions the last half of the year. \r\n\r\nDuring base flow, the highest concentrations of individual constituents generally observed were: 4.0 milligrams per liter total organic nitrogen and 1.4 milligrams per liter total phosphorus from the downstream pasture site; 24 milligrams per liter total nitrate nitrogen and 3.9 micrograms per liter total atrazine from the cornfield site; and 0.5 micrograms per liter total prometone, and 2.3 micrograms per liter total simazine from the residential site. Nearly all total nitrate nitrogen concentrations from the cornfield site during base flow were about double the U.S. Environmental Protection Agency (1977) criterion of 10 milligrams per liter. The highest constituent concentrations found in composite storm samples were nearly all in samples from the cornfield site. \r\n\r\nThe highest concentrations found were: 16,000 milligrams per liter suspended sediment, 54 milligrams per liter total organic nitrogen, 41 milligrams per liter total nitrate nitrogen, 19 milligrams per liter total phosphorus, and 200 micrograms per liter total atrazine. The highest concentrations found in composite storm samples for total prometone was 6.4 micrograms per liter at the residential site and for total simazine was 4.8 micrograms per liter at the downstream pasture site. \r\n\r\nGenerally, concentrations of all the constituents, except nitrate, were higher during storms than during base flow at all sites. Total concentrations of the constituents increase during storms predominantly due to increases in suspended concentrations. The highest storm concentrations of most constituents occurred at the cornfield site. Fertilizer and herbicide applications increase the available sources of nutrients and herbicides for transport to the stream. The highest phosphorus, atrazine, and suspended-sediment concentrations at the cornfield site occurred during intense storms soon after application and planting. \r\n\r\nConstituent yields (tons per square mile) from storms, about evenly distributed throughout the basin, were compared from the other specific land-use sites to the forest site, which represents a relatively undisturbed land use. During storms, yields for suspended sediment, total organic nitrogen, and total phosphorus were highest for the pasture and lowest for the forest site. Total nitrate-nitrogen yields were highest for the cornfield and about the same for the forest and residential sites. Yields of total organic carbon were about the same for the cornfield and residential sites, which were both slightly higher than the forest ","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834113","usgsCitation":"Lietman, P., Ward, J.R., and Behrendt, T., 1983, Effects of specific land uses on nonpoint sources of suspended sediment, nutrients, and herbicides, Pequea Creek basin, Pennsylvania, 1979-80: U.S. Geological Survey Water-Resources Investigations Report 83-4113, viii, 96 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834113.","productDescription":"viii, 96 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":57173,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4113/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120155,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4113/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db610ce7","contributors":{"authors":[{"text":"Lietman, P. L.","contributorId":63040,"corporation":false,"usgs":true,"family":"Lietman","given":"P. L.","affiliations":[],"preferred":false,"id":199680,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ward, J. R.","contributorId":18015,"corporation":false,"usgs":false,"family":"Ward","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":199678,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Behrendt, T.E.","contributorId":27887,"corporation":false,"usgs":true,"family":"Behrendt","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":199679,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27024,"text":"wri834029 - 1983 - Geology and ground-water resources of Camden County, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri834029","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":"83-4029","title":"Geology and ground-water resources of Camden County, New Jersey","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834029","usgsCitation":"Farlekas, G., Nemickas, B., and Gill, H., 1983, Geology and ground-water resources of Camden County, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 83-4029, xvii, 158 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri834029.","productDescription":"xvii, 158 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":110277,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49164.htm","linkFileType":{"id":5,"text":"html"},"description":"49164"},{"id":119801,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4029/report-thumb.jpg"},{"id":55904,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4029/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":264588,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4029/plate-45.pdf","size":"574","linkFileType":{"id":1,"text":"pdf"}},{"id":264589,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4029/plate-table_2.pdf","size":"91","linkFileType":{"id":1,"text":"pdf"}},{"id":264581,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4029/plate-02.pdf","size":"6433","linkFileType":{"id":1,"text":"pdf"}},{"id":264582,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4029/plate-05.pdf","size":"871","linkFileType":{"id":1,"text":"pdf"}},{"id":264583,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4029/plate-06.pdf","size":"442","linkFileType":{"id":1,"text":"pdf"}},{"id":264584,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4029/plate-10.pdf","size":"79","linkFileType":{"id":1,"text":"pdf"}},{"id":264585,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4029/plate-25.pdf","size":"642","linkFileType":{"id":1,"text":"pdf"}},{"id":264586,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4029/plate-27.pdf","size":"2636","linkFileType":{"id":1,"text":"pdf"}},{"id":264587,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4029/plate-28.pdf","size":"2522","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c2c","contributors":{"authors":[{"text":"Farlekas, G.M.","contributorId":67129,"corporation":false,"usgs":true,"family":"Farlekas","given":"G.M.","affiliations":[],"preferred":false,"id":197428,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nemickas, Bronius","contributorId":105733,"corporation":false,"usgs":true,"family":"Nemickas","given":"Bronius","email":"","affiliations":[],"preferred":false,"id":197429,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gill, H.E.","contributorId":24330,"corporation":false,"usgs":true,"family":"Gill","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":197427,"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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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":26755,"text":"wri824108 - 1983 - Results of a test well in the Nanafalia Formation near Melvin, Choctaw County, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:32","indexId":"wri824108","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":"82-4108","title":"Results of a test well in the Nanafalia Formation near Melvin, Choctaw County, Alabama","docAbstract":"Test drilling at Melvin, Choctaw County, Alabama, discloses that the Nanafalia Formation (Paleocene) contains freshwater in sand at a distance of 25 miles downdip from the outcrop area. A nearby fault on the north side of Gilberttown-Pickens fault zone does not appear to affect either the head or the water quality in sand of the Nanafalia. This presently undeveloped aquifer could be a source of water supply in this area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824108","usgsCitation":"Davis, M.E., Sparkes, A., and Peacock, B., 1983, Results of a test well in the Nanafalia Formation near Melvin, Choctaw County, Alabama: U.S. Geological Survey Water-Resources Investigations Report 82-4108, iv, 21 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824108.","productDescription":"iv, 21 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158470,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4108/report-thumb.jpg"},{"id":55628,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4108/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6049bd","contributors":{"authors":[{"text":"Davis, M. E.","contributorId":14844,"corporation":false,"usgs":true,"family":"Davis","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196945,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sparkes, A.K.","contributorId":104943,"corporation":false,"usgs":true,"family":"Sparkes","given":"A.K.","email":"","affiliations":[],"preferred":false,"id":196947,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peacock, B.S.","contributorId":21192,"corporation":false,"usgs":true,"family":"Peacock","given":"B.S.","email":"","affiliations":[],"preferred":false,"id":196946,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28554,"text":"wri834043 - 1983 - Streamflow losses and changes in ground-water levels along the Salt and Gila Rivers near Phoenix, Arizona — February 1978 to June 1980","interactions":[],"lastModifiedDate":"2021-12-14T20:52:13.450069","indexId":"wri834043","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":"83-4043","title":"Streamflow losses and changes in ground-water levels along the Salt and Gila Rivers near Phoenix, Arizona — February 1978 to June 1980","docAbstract":"From March 1978 to June 1980, high runoff from the Salt and Verde drainage basins combined with large carryover storage in a reservoir system led to the release of about 8.26 million acre-feet of water. About 2.89 million acre-feet of the water was diverted above Granite Reef Dam, and about 5.45 million acre-feet was released into the normally dry channel of the Salt River. The total streamflow losses in the 74-mile reach between Granite Reef and Gillespie Dams were at least 474,000 acre-feet. Most of the water infiltrated into the permeable alluvial deposits along the Sal and Gila Rivers and increased the amount of ground water in storage. From February 1978 to May 1980, ground-water levels in 169 wells that tap the alluvial deposits in the Salt River Valley rose an average of 35.5 feet. The rise in ground-water levels was a direct result of the infiltrating floodwaters and a marked decrease in ground-water pumpage. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834043","usgsCitation":"Mann, L., and Rohne, P., 1983, Streamflow losses and changes in ground-water levels along the Salt and Gila Rivers near Phoenix, Arizona — February 1978 to June 1980: U.S. Geological Survey Water-Resources Investigations Report 83-4043, Report: iv, 10 p.; 3 Plates: 22.33 × 15.61 inches or smaller, https://doi.org/10.3133/wri834043.","productDescription":"Report: iv, 10 p.; 3 Plates: 22.33 × 15.61 inches or smaller","costCenters":[],"links":[{"id":57385,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4043/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57384,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4043/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159198,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4043/report-thumb.jpg"},{"id":392884,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35683.htm"},{"id":57386,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57383,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4043/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","city":"Phoenix","otherGeospatial":"Salt and Gila Rivers","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.5494384765625,\n              33.211116472416855\n            ],\n            [\n              -111.6815185546875,\n              33.211116472416855\n            ],\n            [\n              -111.6815185546875,\n              33.660353121928814\n            ],\n            [\n              -112.5494384765625,\n              33.660353121928814\n            ],\n            [\n              -112.5494384765625,\n              33.211116472416855\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4daa","contributors":{"authors":[{"text":"Mann, L. J.","contributorId":39392,"corporation":false,"usgs":true,"family":"Mann","given":"L. J.","affiliations":[],"preferred":false,"id":200017,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rohne, P. B.","contributorId":20368,"corporation":false,"usgs":true,"family":"Rohne","given":"P. B.","affiliations":[],"preferred":false,"id":200016,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27120,"text":"wri834236 - 1983 - PHRQINPT, an interactive computer program for constructing input data sets to the geochemical simulation program PHREEQE","interactions":[],"lastModifiedDate":"2018-03-21T15:28:23","indexId":"wri834236","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":"83-4236","title":"PHRQINPT, an interactive computer program for constructing input data sets to the geochemical simulation program PHREEQE","docAbstract":"PHRQINPT is a FORTRAN 77 program which facilitates formulation of the input data file to PHREEQE (Parkhurst, Thorstenson, and Plummer, 1980). PHRQINPT runs interactively and contains many features to help the user construct the input data set. This report describes these features and gives instructions on the use and implementation of PHRQINPT. A listing of the program and the two accompanying data sets are given in the attachments, along with two examples. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834236","usgsCitation":"Fleming, G., and Plummer, N., 1983, PHRQINPT, an interactive computer program for constructing input data sets to the geochemical simulation program PHREEQE: U.S. Geological Survey Water-Resources Investigations Report 83-4236, iii, 111 p. ;28 cm., https://doi.org/10.3133/wri834236.","productDescription":"iii, 111 p. ;28 cm.","costCenters":[],"links":[{"id":119985,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4236/report-thumb.jpg"},{"id":55984,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4236/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689e60","contributors":{"authors":[{"text":"Fleming, G.W.","contributorId":81937,"corporation":false,"usgs":true,"family":"Fleming","given":"G.W.","email":"","affiliations":[],"preferred":false,"id":197589,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Plummer, Niel 0000-0002-4020-1013 nplummer@usgs.gov","orcid":"https://orcid.org/0000-0002-4020-1013","contributorId":190100,"corporation":false,"usgs":true,"family":"Plummer","given":"Niel","email":"nplummer@usgs.gov","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":197588,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27550,"text":"wri824001 - 1983 - Graphical method for estimating occurrence and duration of a critical low flow in the Sacramento River at Freeport, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri824001","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":"82-4001","title":"Graphical method for estimating occurrence and duration of a critical low flow in the Sacramento River at Freeport, California","docAbstract":"Sacramento County expects to begin operation of the Sacramento Regional Wastewater Treatment Plant in 1982. The California State Water Resources Control Board has ruled that the plant will not be allowed to release effluent into the Sacramento River when flow in the river is 4,000 cubic feet per second or less. Depending on tide condition, flows less than 4,000 cubic feet per second may occur either once or twice during each 24-hour 50-minute tide cycle when the daily mean flow is less than about 12,000 cubic feet per second. Daily means flows less than 12,000 cubic feet per second occur about 28% of the time. Riverflow at the plant outfall is monitored by an acoustic streamflow-measuring system. Regulation of effluent released from the plant will normally be based on real-time flow data computed by the acoustic system. A graphical method for determining the occurrence and duration of flows of 4,000 cubic feet per second and less was developed as a backup system to be used if a temporary failure in the acoustic system occurs. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri824001","usgsCitation":"Harmon, J., 1983, Graphical method for estimating occurrence and duration of a critical low flow in the Sacramento River at Freeport, California: U.S. Geological Survey Water-Resources Investigations Report 82-4001, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824001.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120149,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4001/report-thumb.jpg"},{"id":56405,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4001/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db6723c0","contributors":{"authors":[{"text":"Harmon, J.G.","contributorId":90753,"corporation":false,"usgs":true,"family":"Harmon","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":198306,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26599,"text":"wri834110 - 1983 - Improvement of flood-frequency estimates for selected small watersheds in eastern Kansas using a rainfall-runoff model","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"wri834110","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":"83-4110","title":"Improvement of flood-frequency estimates for selected small watersheds in eastern Kansas using a rainfall-runoff model","docAbstract":"The U.S. Geological Survey rainfall-runoff model was used to estimate model parameters for 13 small watersheds in eastern Kansas with drainage areas of less than 11 square miles. Model parameters and rainfall data from three long-term rainfall stations were used in the model to synthesize long-term records of simulated annual peak discharge, which were fitted to a log-Pearson Type III distribution. Final estimates of T-year floods, which were computed by combining weighted estimates of the synthesized and observed T-floods, represent the most reliable estimates based on observed and long-term synthesized records of peak discharges. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834110","usgsCitation":"Clement, R., 1983, Improvement of flood-frequency estimates for selected small watersheds in eastern Kansas using a rainfall-runoff model: U.S. Geological Survey Water-Resources Investigations Report 83-4110, iv, 26 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834110.","productDescription":"iv, 26 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123363,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4110/report-thumb.jpg"},{"id":55465,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4110/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fde4b07f02db5f5cdc","contributors":{"authors":[{"text":"Clement, R.W.","contributorId":11247,"corporation":false,"usgs":true,"family":"Clement","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":196685,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27803,"text":"wri834075 - 1983 - Water resources of the Santa Fe River basin, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri834075","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":"83-4075","title":"Water resources of the Santa Fe River basin, Florida","docAbstract":"The Santa Fe River basin is a 1,384 square-mile area in north-central Florida. The principal source of water is the Floridan aquifer, a sequence of limestone beds, the upper 300 to 800 feet of which contain potable water. The western part of the basin has the greatest potential yields for individual wells, as much as 5,000 gallons per minute, and contains the largest surface-water supplies. Spring discharge and diffuse seepage from the Floridan aquifer augment the Santa Fe River. The Floridan aquifer is overlain by a confining bed that in the western part of the basin is ineffectual. In the eastern part the Floridan aquifer is confined and the confining bed is overlain by a surficial aquifer. The confining bed contains water-yielding zones, which in addition to the surficial aquifer , may supply water for domestic use. Numerous tributary streams supply small amounts of water to the Santa Fe River and its principal tributary, New River. The base flow of most of these streams is supplied by the surficial aquifer. Estimated water use is about 17 million gallons per day, and runoff from the basin is estimated to be 1,400 million gallons per day. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834075","usgsCitation":"Hunn, J.D., and Slack, L.J., 1983, Water resources of the Santa Fe River basin, Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4075, vi, 111 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834075.","productDescription":"vi, 111 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4075/report-thumb.jpg"},{"id":56637,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4075/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f035d","contributors":{"authors":[{"text":"Hunn, J. D.","contributorId":20362,"corporation":false,"usgs":true,"family":"Hunn","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198710,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slack, L. J.","contributorId":44157,"corporation":false,"usgs":true,"family":"Slack","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198711,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27756,"text":"wri834157 - 1983 - Hydrology of the Wibaux-Beach lignite deposit area, eastern Montana and western North Dakota","interactions":[],"lastModifiedDate":"2018-03-08T13:01:48","indexId":"wri834157","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":"83-4157","title":"Hydrology of the Wibaux-Beach lignite deposit area, eastern Montana and western North Dakota","docAbstract":"<p>The Paleocene Harmon lignite, the principal commercial bed of the Wihaux-Beach deposit, underlies at least 150 square miles along the Montana-North Dakota border. An estimated 1 billion tons of strippable reserves underlies about 50 square miles. The Harmon lignite bed also is the most consistently occurring shallow aquifer in the area. This study was conducted to determine possible impacts of surface mining on the area's water resources.</p><p>Two aquifer systems, the lower Tongue River and the upper Ludlow, were identified within about 300 feet below the Harmon lignite aquifer, but none were identified within the overlying 350 feet. The aquifers (systems) are separated by varying thicknesses of interbedded clay and silt. The Harmon lignite aquifer extends uninterrupted for several miles eastward (down dip) from the outcrop. It is from 3 to 34 feet thick and from zero to 350 feet deep. The top of the lower Tongue River aquifer system is from 0 to 115 feet below the Harmon lignite and the system is 13 to 98 feet thick. The upper Ludlow aquifer system is 128 to 214 feet below the Harmon lignite and is 5 to 84 feet thick.</p><p>Both the lower Tongue River and upper Ludlow aquifer systems consist of discontinuous, vertically stacked, sinuous sand bodies deposited as channel fill in meandering and braided streams. The probability of encountering a sand bed within the aquifer systems at any one location in the study area is about 60 percent for the lower Tongue River aquifer system and 80 percent for the upper Ludlow aquifer system.</p><p>Water in each aquifer flows toward the northeast and occurs under confined conditions, except in the Harmon lignite aquifer near its outcrop. Recharge occurs directly by precipitation at the outcrops and by downward leakage elsewhere. The major discharge from each aquifer is by downward leakage, although the Harmon lignite aquifer discharges less than 0.20 cubic foot per second to surface drainages within the study area.</p><p>Differences in chemical quality of water among the three aquifers are subtle, but significant. The mean dissolved-solids concentrations are: Harmon lignite aquifer, 1,930 milligrams per liter; lower Tongue River aquifer system, 1,810 milligrams per liter; and upper Ludlow aquifer system, 1,550 milligrams per liter. Alkalinity, calcium, and magnesium concentrations decrease with aquifer depth. The majority of the samples were a sodium sulfate-bicarbonate type. The median pH values, from the uppermost to the lowermost aquifer, were 8.1, 8.3, and 8.5.</p><p>The chemical quality of water in the Harmon lignite aquifer near the outcrop is affected by reactions in the aerated soil zone and unsaturated parts of the aquifer. Where the outcrop is heavily clinkered, recharge waters reach the aquifer rapidly and have little opportunity for solute uptake in the unsaturated zone. In nonclinkered areas, recharge waters slowly percolate through chemically active soil and unsaturated parts of the aquifer. The resulting water commonly contains 2,500 to 5,000 milligrams per liter of dissolved solids, is a calcium-magnesium sulfate type, and has a pH of less than 7.0. </p><p>The impacts of mining on streamflow and stream water quality should be manageable through the effective use of earth structures for routing and impoundment of runoff water. Mining-induced potentiometric declines in the Harmon lignite aquifer probably will be several feet up to 2 or 3 miles from the mine. Mining impacts on other aquifers will be minor. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834157","usgsCitation":"Horak, W., 1983, Hydrology of the Wibaux-Beach lignite deposit area, eastern Montana and western North Dakota: U.S. Geological Survey Water-Resources Investigations Report 83-4157, Report: vi, 89 p.; Plate: 23.37 x 18.77 inches, https://doi.org/10.3133/wri834157.","productDescription":"Report: vi, 89 p.; Plate: 23.37 x 18.77 inches","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":56602,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4157/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56603,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4157/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122711,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4157/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c9f6","contributors":{"authors":[{"text":"Horak, W.F.","contributorId":82326,"corporation":false,"usgs":true,"family":"Horak","given":"W.F.","email":"","affiliations":[],"preferred":false,"id":198647,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28017,"text":"wri834104 - 1983 - An assessment of the collection and analysis of hydrologic data by private contractors for the US Geological Survey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri834104","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":"83-4104","title":"An assessment of the collection and analysis of hydrologic data by private contractors for the US Geological Survey","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834104","usgsCitation":"Kilpatrick, F.A., Condes de la Torre, A., and Hutchinson, R.D., 1983, An assessment of the collection and analysis of hydrologic data by private contractors for the US Geological Survey: U.S. Geological Survey Water-Resources Investigations Report 83-4104, ii, 16, 120 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834104.","productDescription":"ii, 16, 120 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":121505,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4104/report-thumb.jpg"},{"id":56850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684d77","contributors":{"authors":[{"text":"Kilpatrick, F. A.","contributorId":22319,"corporation":false,"usgs":true,"family":"Kilpatrick","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199073,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Condes de la Torre, Alberto","contributorId":73570,"corporation":false,"usgs":true,"family":"Condes de la Torre","given":"Alberto","email":"","affiliations":[],"preferred":false,"id":199074,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hutchinson, R. D.","contributorId":99112,"corporation":false,"usgs":true,"family":"Hutchinson","given":"R.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199075,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28606,"text":"wri834204 - 1983 - Hydrogeologic data from the US Geological Survey test wells near Waycross, Ware County, Georgia","interactions":[],"lastModifiedDate":"2021-01-27T19:08:55.570722","indexId":"wri834204","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":"83-4204","title":"Hydrogeologic data from the US Geological Survey test wells near Waycross, Ware County, Georgia","docAbstract":"Two wells were constructed near Waycross, Ware County, Georgia, from July 1980 to May 1981 to collect stratigraphic, structural, geophysical, hydrologic, hydraulic, and geochemical information for the U.S. Geological Survey Tertiary Limestone Regional Aquifer-System Analysis. Data collection included geologic sampling and coring, borehole geophysical logging, packer testing, water-level measuring, water-quality sampling, and aquifer testing. In the study area, the Tertiary limestone aquifer system is about 1,300 feet thick and is confined and overlain by about 610 feet of clastic sediments. The aquifer system consists of limestone, dolomite, and minor evaporites and has high porosity and permeability. A 4-day continuous discharge aquifer test was conducted, from which a transmissivity of about 1 million feet squared per day and a storage coefficient of 0.0001 were calculated. Water from the upper part of the aquifer is of a calcium bicarbonate type. The deeper highly mineralized zone produces a sodium bicarbonate type water in which concentrations of magnesium, sulfate, chloride, sodium, and some trace metals increase with depth. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri834204","usgsCitation":"Matthews, S., and Krause, R., 1983, Hydrogeologic data from the US Geological Survey test wells near Waycross, Ware County, Georgia: U.S. Geological Survey Water-Resources Investigations Report 83-4204, Report: v, 29 p.; 3 Plates: 28.34 x 25.25 inches or smaller, https://doi.org/10.3133/wri834204.","productDescription":"Report: v, 29 p.; 3 Plates: 28.34 x 25.25 inches or smaller","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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,{"id":27014,"text":"wri834089 - 1983 - Investigation of Waikele well no. 2401-01, Oahu, Hawaii: Pumping test, well logs and water quality","interactions":[],"lastModifiedDate":"2022-01-20T20:42:32.261575","indexId":"wri834089","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":"83-4089","title":"Investigation of Waikele well no. 2401-01, Oahu, Hawaii: Pumping test, well logs and water quality","docAbstract":"Field tests indicate that an abandoned well (No. 2401-01) near the confluence of Waikele and Kipapa Streams, Oahu, Hawaii, can be reactivated to produce potable water at a rate of 400-500 gallons per minute. Previous tests in 1946 and 1954 indicated that the well tapped the brackish transition zone which inderlies the Ghyben-Herzberg lens of the Pearl Harbor aquifer. Results of this study, based on geologic and geophysical logs of the wall, as well as on pumping test and water-quality data, indicate that the slightly brackish water produced by the well results from brackish irrigation return water. It does not appear that pumping from this well will cause seawater upconing or intrusion. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834089","usgsCitation":"Eyre, P.R., 1983, Investigation of Waikele well no. 2401-01, Oahu, Hawaii: Pumping test, well logs and water quality: U.S. Geological Survey Water-Resources Investigations Report 83-4089, iv, 42 p., https://doi.org/10.3133/wri834089.","productDescription":"iv, 42 p.","costCenters":[],"links":[{"id":394614,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35717.htm"},{"id":55899,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4089/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121809,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4089/report-thumb.jpg"}],"country":"United States","state":"Hawaii","otherGeospatial":"Oahu, Waikele well no. 2401-01","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -158.017,\n              21.383\n            ],\n            [\n              -158.008,\n              21.383\n            ],\n            [\n              -158.008,\n              21.417\n            ],\n            [\n              -158.017,\n              21.417\n            ],\n            [\n              -158.017,\n              21.383\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4887e4b07f02db519f44","contributors":{"authors":[{"text":"Eyre, P. R.","contributorId":83165,"corporation":false,"usgs":true,"family":"Eyre","given":"P.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197409,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27200,"text":"wri834100 - 1983 - Debris flow hazard assessment for the Oregon Caves National Monument","interactions":[],"lastModifiedDate":"2017-02-07T08:00:56","indexId":"wri834100","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":"83-4100","title":"Debris flow hazard assessment for the Oregon Caves National Monument","docAbstract":"After experiencing a devastating debris flow in the Oregon Caves National Monument, the National Park Service needs an evaluation of the hazard of additional flows. Soil properties at six random sites were compared with those at the source of the debris flow. Although all sites had soils that could become unstable with sufficient moisture, soil at one site had properties similar to those at the scar and the potential for another flow was confirmed. The report suggests that winter weather conditions be closely monitored and compared to the antecedent conditions prior to the known failure. When the threshold for additional mass wasting is believed imminent, appropriate action can be taken to insure the safety of work personnel and the public. The peak streamflow that preceded the 5,200 cu yds of debris is estimated to have a 0.5 percent chance of being equaled or exceeded in any given year. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834100","usgsCitation":"Friday, J., 1983, Debris flow hazard assessment for the Oregon Caves National Monument: U.S. Geological Survey Water-Resources Investigations Report 83-4100, v, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834100.","productDescription":"v, 25 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":122624,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4100/report-thumb.jpg"},{"id":56073,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4100/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667555","contributors":{"authors":[{"text":"Friday, John","contributorId":19160,"corporation":false,"usgs":true,"family":"Friday","given":"John","email":"","affiliations":[],"preferred":false,"id":197724,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26823,"text":"wri834057 - 1983 - General hydrology and external sources of nutrients affecting Pine Lake, King County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri834057","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":"83-4057","title":"General hydrology and external sources of nutrients affecting Pine Lake, King County, Washington","docAbstract":"An adjusted water budget prepared for Pine Lake, a candidate for lake-quality restoration, indicates that of approximately 790 acre-feet of water that enters the lake in a typical year, 410 acre-feet is from precipitation, 350 acre-feet is from surface inflow, and 30 acre-feet is from ground-water seepage. A nearly equal amount of water leaves the lake and of this, 130 acre-feet is by evaporation, 659 acre-feet is by surface runoff, and less than one acre-foot is by ground-water seepage. Based on these amounts of inflow and outflow, the theoretical water-renewal time of the lake is calculated to be 2.2 years. The contributions of inorganic nitrogen and phosphorus to the lake in a typical year from precipitation, surface inflow, and ground-water inflow is about 2,500 pounds of nitrogen and 49 pounds of phosphorus. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834057","usgsCitation":"Dion, N.P., Sumioka, S.S., and Winter, T.C., 1983, General hydrology and external sources of nutrients affecting Pine Lake, King County, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4057, v, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834057.","productDescription":"v, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122923,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4057/report-thumb.jpg"},{"id":55704,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4057/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0fb2","contributors":{"authors":[{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197068,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sumioka, S. S.","contributorId":20747,"corporation":false,"usgs":true,"family":"Sumioka","given":"S.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":197066,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197067,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27012,"text":"wri834097 - 1983 - The effects of pumpage, irrigation return, and regional ground-water flow on the water quality at Waiawa water tunnel, Oahu, Hawaii","interactions":[],"lastModifiedDate":"2022-12-29T19:47:28.024659","indexId":"wri834097","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":"83-4097","title":"The effects of pumpage, irrigation return, and regional ground-water flow on the water quality at Waiawa water tunnel, Oahu, Hawaii","docAbstract":"<p>Waiawa shaft is a 1,700-foot long water tunnel which draws water from the top of the Pearl Harbor Ghyben-Herzberg ground-water lens, Oahu, Hawaii. The application of brackish irrigation water to sugarcane fields overlying Waiawa shaft, combined with relatively low pumping rates at the shaft from 1978 to 1980, caused the chloride concentration of water produced by Waiawa shaft to rise to 290 milligrams per liter. Time-series analyses, pumping tests and analyses of water samples show that a zone of degraded water lies at the top of the lens. This zone is mixed in significantly different proportions with the underlying fresher water depending on the pumping rate at Waiawa shaft. The chloride concentration of water in the Waiawa shaft can generally be kept below 250 milligrams per liter for the next few years, if pumping rates of about 15 million gallons per day are maintained. The use of managed pumping to control the chloride problem over the long term is uncertain owing to the possible increase in chloride concentration of the irrigation water. Based on ground-water flow rates and analogy to nearby wells, the chloride concentration of Waiawa shaft 's water will decrease to less than 100 milligrams per liter in 2 to 3 years if the use of brackish irrigation water is discontinued.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834097","usgsCitation":"Eyre, P.R., 1983, The effects of pumpage, irrigation return, and regional ground-water flow on the water quality at Waiawa water tunnel, Oahu, Hawaii: U.S. Geological Survey Water-Resources Investigations Report 83-4097, v, 44 p., https://doi.org/10.3133/wri834097.","productDescription":"v, 44 p.","costCenters":[],"links":[{"id":55897,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4097/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158746,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4097/report-thumb.jpg"},{"id":411184,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35722.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Hawaii","otherGeospatial":"Oahu, Waiawa Water Tunnel","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -158.1265069721773,\n              21.501464558136334\n            ],\n            [\n              -158.1265069721773,\n              21.289670845480842\n            ],\n            [\n              -157.85597202860768,\n              21.289670845480842\n            ],\n            [\n              -157.85597202860768,\n              21.501464558136334\n            ],\n            [\n              -158.1265069721773,\n              21.501464558136334\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6997ea","contributors":{"authors":[{"text":"Eyre, P. R.","contributorId":83165,"corporation":false,"usgs":true,"family":"Eyre","given":"P.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197405,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27779,"text":"wri834150 - 1983 - Hydrologic evaluation of proposed ground-water withdrawals in Muleshoe Flat near Wheatland, southeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri834150","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":"83-4150","title":"Hydrologic evaluation of proposed ground-water withdrawals in Muleshoe Flat near Wheatland, southeastern Wyoming","docAbstract":"The hydrologic effects of proposed irrigation with groundwater of 8,320 acres of land in Muleshoe Flat, a 34 sq mi area in west-central Platte County, Wyoming, were assessed. Results generated by a digital groundwater flow model indicate that, at the end of a 40-yr period, groundwater level declines of more than 50 ft can be expected in an area of 12.5 sq mi and of more than 200 ft in an area of 7 sq mi. In addition, streamflow depletions of 4,300 acre-ft/yr can be expected in the Laramie River and 4,700 acre-ft/yr in Sybille Creek. Additional hydrologic field data collection prior to initiation of the proposed irrigation development would improve these assessments. Applications for the proposed irrigation wells were denied subsequent to the data collection and analysis described in this report. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834150","usgsCitation":"Hoxie, D., 1983, Hydrologic evaluation of proposed ground-water withdrawals in Muleshoe Flat near Wheatland, southeastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 83-4150, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834150.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123466,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4150/report-thumb.jpg"},{"id":56622,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4150/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606be0","contributors":{"authors":[{"text":"Hoxie, D.T.","contributorId":63434,"corporation":false,"usgs":true,"family":"Hoxie","given":"D.T.","email":"","affiliations":[],"preferred":false,"id":198675,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26618,"text":"wri834255 - 1983 - Primary productivity by phytoplankton in the tidal, fresh Potomac River, Maryland, May 1980 to August 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:08:20","indexId":"wri834255","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":"83-4255","title":"Primary productivity by phytoplankton in the tidal, fresh Potomac River, Maryland, May 1980 to August 1981","docAbstract":"Primary productivity by phytoplankton was measured on samples collected from the Potomac Tidal River, Maryland. The studies were performed monthly from May 1980 to September 1981. Additional studies were done once a week in August 1980, twice a week from August 4 to 8, 1980 and twice in September 1980. Depth-integrated samples were collected at five stations and incubated in boxes that were exposed to natural sunlight. The boxes were covered with neutral density filters transmitting 100 , 65, 32, 16, and 6 percent surface light. River water was pumped continuously over the samples. The extinction of light in the water column by phytoplankton was measured when samples were collected. Experiments were performed to select a method for routine productivity analysis. No difference was found between productivity: (1) determined in situ and in boxes; (2) measured in 300 ml and (4) calculated from short term (4 hours) and long term (10-24 hours) incubations. There were higher productivity differences in samples that were rotated among different light intensities every 15 minutes (simulating mixing) than those remaining stationary. Respiration was significantly less in samples pumped through a hose from those collected using a depth-integrating sampler. Depth-integrated primary productivity was determined from the productivity data using an equation modified from one reported in the literature. Depth-integrated gross primary productivity was highest in August 1980 and 1981 and lowest in January 1980. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834255","usgsCitation":"Cohen, R., and Pollock, S., 1983, Primary productivity by phytoplankton in the tidal, fresh Potomac River, Maryland, May 1980 to August 1981: U.S. Geological Survey Water-Resources Investigations Report 83-4255, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834255.","productDescription":"76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157200,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4255/report-thumb.jpg"},{"id":55489,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4255/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668e07","contributors":{"authors":[{"text":"Cohen, R.R.","contributorId":100426,"corporation":false,"usgs":true,"family":"Cohen","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":196721,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pollock, S.O.","contributorId":102916,"corporation":false,"usgs":true,"family":"Pollock","given":"S.O.","email":"","affiliations":[],"preferred":false,"id":196722,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26628,"text":"wri834065 - 1983 - Backwater and discharge at highway crossings with multiple bridges in Louisiana and Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri834065","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":"83-4065","title":"Backwater and discharge at highway crossings with multiple bridges in Louisiana and Mississippi","docAbstract":"Data were collected for nine floods in Mississippi and Louisiana at eight stream crossings having two to six separate bridge openings. Discharge through each bridge, water surface profiles, valley cross sections, and bridge geometry were measured. The multiple openings were divided into equivalent single-opening cases by apportioning interior embankments in direct proportion to the area of openings on either side. Using existing procedures for computer discharge, the bias in computed discharge was 2 percent with a root mean square error of 18 percent. Backwater was computed by two current U.S. Geological Survey methods that use the average flow path in the friction loss term for the approach. One method gave a root mean square error of 0.34 ft. with a bias of -0.25 ft., suggesting that the method underestimates backwater. The other method gave a root mean square error of 0.39 ft with a bias of -0.03 ft. The results indicate that the method developed for single-opening highway crossings can be applied to the multiple bridge crossings. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834065","usgsCitation":"Colson, B., and Schneider, V., 1983, Backwater and discharge at highway crossings with multiple bridges in Louisiana and Mississippi: U.S. Geological Survey Water-Resources Investigations Report 83-4065, vii, 46 p. :ill. ;28 cm., https://doi.org/10.3133/wri834065.","productDescription":"vii, 46 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":121509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4065/report-thumb.jpg"},{"id":55500,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ad91","contributors":{"authors":[{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":196737,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, V.R.","contributorId":75129,"corporation":false,"usgs":true,"family":"Schneider","given":"V.R.","email":"","affiliations":[],"preferred":false,"id":196738,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28336,"text":"wri834146 - 1983 - Hydrogeology and simulation of water flow in the Kootenai aquifer of the Judith basin, central Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri834146","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":"83-4146","title":"Hydrogeology and simulation of water flow in the Kootenai aquifer of the Judith basin, central Montana","docAbstract":"Five Jurassic and Cretaceous formations in the Judith basin of central Montana were investigated with a three-dimensional model to improve the understanding of water flow in the Kootenai aquifer. To accomplish this objective, of water flow in the aquifers and two intervening confining layers was constructed from existing data. A steady-state model was calibrated and evaluated using a parameter-estimation procedure. The digital model simulates horizontal flow in the middle (Kootenai) aquifer and vertical leakage through the overlying and underlying confining layers. The top and bottom aquifers are used as constant-head boundaries to aid in simulating vertical leakage. Transmissivity for the aquifer obtained from the calibrated model ranges from 137 to 364 ft super 2/d. Recharge in the form of precipitation on the outcrop is about 2% of total precipitation (5.44 ft super 3/s). The other component of net recharge is 32.48 ft super 3/s of vertical leakage from the Swift aquifer. The cumulative rate of discharge from all known wells completed in the aquifer is about 0.84 ft super 3/s. Other components of net discharge are 1.83 ft super 3/s of underflow and 35.25 ft super 3/s of vertical leakage to the Colorado aquifers. Estimates of vertical hydraulic conductivity are 2.15 x 10- super 2 ft/d for the lower confining layer, and 3.16 x 10- super 3 and 1.33 x 10- super 4 ft/d for the upper confining layer. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Services Section [distributor],","doi":"10.3133/wri834146","usgsCitation":"Levings, J.F., 1983, Hydrogeology and simulation of water flow in the Kootenai aquifer of the Judith basin, central Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4146, v, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834146.","productDescription":"v, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123465,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4146/report-thumb.jpg"},{"id":57147,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4146/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57148,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4146/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68550a","contributors":{"authors":[{"text":"Levings, Julianne F.","contributorId":29818,"corporation":false,"usgs":true,"family":"Levings","given":"Julianne","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199615,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27204,"text":"wri834112 - 1983 - Estimating highest ground-water levels for construction and land use planning — A Cape Cod, Massachusetts, example","interactions":[],"lastModifiedDate":"2022-01-21T22:49:04.070106","indexId":"wri834112","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":"83-4112","title":"Estimating highest ground-water levels for construction and land use planning — A Cape Cod, Massachusetts, example","docAbstract":"<p>High ground water is a major cause of septic-system failures, wet basements, and other problems for suburban and rural residents. A technique for estimating the level to which groundwater can rise as a consequence of weather and seasonal factors has been developed. Water-level records from about 160 sites were used to make four maps of ranges of annual water-level change: 0-2 feet, 2-3 feet, 3-4 feet, 4-5 feet, and 5-6 feet. Nine observation wells with 16 or more years of record were used to index water-level fluctuations throughout Cape Cod. To estimate high water levels, measurements of the current depth to water at test sites are cross referenced with current depth to water in the index wells. The technique assumes good correlation between water-level fluctuations at septic-system sites and the index wells. Eighty-seven percent of the correlation coefficients determined from correlating water-level fluctuations from 146 sites with water-level fluctuations in the index wells were greater than 0.8.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834112","usgsCitation":"Frimpter, M.H., and Fisher, M.N., 1983, Estimating highest ground-water levels for construction and land use planning — A Cape Cod, Massachusetts, example: U.S. Geological Survey Water-Resources Investigations Report 83-4112, Report: v, 23 p.; 4 Plates: 23.50 × 30.25 inches, https://doi.org/10.3133/wri834112.","productDescription":"Report: v, 23 p.; 4 Plates: 23.50 × 30.25 inches","costCenters":[],"links":[{"id":394738,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35733.htm"},{"id":56080,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4112/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56079,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4112/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56078,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4112/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56077,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4112/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56076,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4112/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119854,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4112/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Cape Cod","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.850830078125,\n              41.47977575214487\n            ],\n            [\n              -69.8785400390625,\n              41.47977575214487\n            ],\n            [\n              -69.8785400390625,\n              42.16340342422401\n            ],\n            [\n              -70.850830078125,\n              42.16340342422401\n            ],\n            [\n              -70.850830078125,\n              41.47977575214487\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc92b","contributors":{"authors":[{"text":"Frimpter, Michael H.","contributorId":8074,"corporation":false,"usgs":true,"family":"Frimpter","given":"Michael","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":197729,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fisher, Martha N.","contributorId":75972,"corporation":false,"usgs":true,"family":"Fisher","given":"Martha","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":197730,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27975,"text":"wri8167 - 1983 - An engineering economic analysis of artificial recharge in a conjunctive irrigation plan in the Columbia Basin Project, Washington","interactions":[],"lastModifiedDate":"2019-08-05T11:41:59","indexId":"wri8167","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":"81-67","title":"An engineering economic analysis of artificial recharge in a conjunctive irrigation plan in the Columbia Basin Project, Washington","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8167","usgsCitation":"Karlinger, M., and Hansen, A.J., 1983, An engineering economic analysis of artificial recharge in a conjunctive irrigation plan in the Columbia Basin Project, Washington: U.S. Geological Survey Water-Resources Investigations Report 81-67, iv, 28 p. , https://doi.org/10.3133/wri8167.","productDescription":"iv, 28 p. ","costCenters":[],"links":[{"id":366257,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0067/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159024,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0067/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Columbia Basin Project","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -120.10253906249999,\n              46.15700496290803\n            ],\n            [\n              -117.1142578125,\n              46.15700496290803\n            ],\n            [\n              -117.1142578125,\n              47.945786463687185\n            ],\n            [\n              -120.10253906249999,\n              47.945786463687185\n            ],\n            [\n              -120.10253906249999,\n              46.15700496290803\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db684aa0","contributors":{"authors":[{"text":"Karlinger, M.R.","contributorId":95039,"corporation":false,"usgs":true,"family":"Karlinger","given":"M.R.","affiliations":[],"preferred":false,"id":198995,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hansen, Arnold J. Jr.","contributorId":84336,"corporation":false,"usgs":true,"family":"Hansen","given":"Arnold","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198994,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26805,"text":"wri834037 - 1983 - A summary of ground-water pumpage in the Central Valley, California, 1961-77","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri834037","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":"83-4037","title":"A summary of ground-water pumpage in the Central Valley, California, 1961-77","docAbstract":"In the Central Valley of California, a great agricultural economy has been developed in a semiarid environment. This economy is supported by imported surface water and 9 to 15 million acre-feet per year of ground water. Estimates of ground-water pumpage computed from power consumption have been compiled and summarized. Under ideal conditions, the accuracy of the methods used is about 3 percent. This level of accuracy is not sustained over the entire study area. When pumpage for the entire area is mapped, the estimates seem to be consistent areally and through time. A multiple linear-regression model was used to synthesize data for the years 1961 through 1977, when power data were not available. The model used a relation between ground-water pumpage and climatic indexes to develop a full suite of pumpage data to be used as input to a digital ground-water model, one of the products of the Central Valley Aquifer Project. Statistical analysis of well-perforation data from drillers ' logs and water-temperature data was used to determine the percentage of pumpage that was withdrawn from each of two horizontal layers. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834037","usgsCitation":"Diamond, J., and Williamson, A.K., 1983, A summary of ground-water pumpage in the Central Valley, California, 1961-77: U.S. Geological Survey Water-Resources Investigations Report 83-4037, v, 75 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834037.","productDescription":"v, 75 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123305,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4037/report-thumb.jpg"},{"id":55692,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1983/4037/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55693,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4037/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6113","contributors":{"authors":[{"text":"Diamond, Jonathan","contributorId":18413,"corporation":false,"usgs":true,"family":"Diamond","given":"Jonathan","email":"","affiliations":[],"preferred":false,"id":197035,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williamson, A. K.","contributorId":57872,"corporation":false,"usgs":true,"family":"Williamson","given":"A.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197036,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}