{"pageNumber":"4321","pageRowStart":"108000","pageSize":"25","recordCount":165898,"records":[{"id":25418,"text":"wri874044 - 1987 - Comparison of irrigation pumpage with change in ground-water storage in the High Plains aquifer in Chase, Dundy, and Perkins counties, Nebraska, 1975-83","interactions":[],"lastModifiedDate":"2012-02-02T00:08:09","indexId":"wri874044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4044","title":"Comparison of irrigation pumpage with change in ground-water storage in the High Plains aquifer in Chase, Dundy, and Perkins counties, Nebraska, 1975-83","docAbstract":"The relation between pumpage and change in storage was evaluated for most of a three-county area in southwestern Nebraska from 1975 through 1983. Initial comparison of the 1975-83 pumpage with change in storage in the study area indicated that the 1 ,042,300 acre-ft of change in storage was only about 30% of the 3,425,000 acre-ft of pumpage. An evaluation of the data used to calculate pumpage and change in storage indicated that there was a relatively large potential for error in estimates of specific yield. As a result, minimum and maximum values of specific yield were estimated and used to recalculate change in storage. Estimates also were derived for the minimum and maximum amounts of recharge that could occur as a result of cultivation practices. The minimum and maximum estimates for specific yield and for recharge from cultivation practices were used to compute a range of values for the potential amount of additional recharge that occurred as a result of irrigation. The minimum and maximum amounts of recharge that could be caused by irrigation in the study area were 953,200 acre-ft (28% of pumpage) and 2,611,200 acre-ft (76% of pumpage), respectively. These values indicate that a substantial percentage of the water pumped from the aquifer is resupplied to storage in the aquifer as a result of a combination of irrigation return flow and enhanced recharge from precipitation that results from cultivation and irrigation practices. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874044","usgsCitation":"Heimes, F., Ferrigno, C., Gutentag, E., Lucky, R., Stephens, D., and Weeks, J., 1987, Comparison of irrigation pumpage with change in ground-water storage in the High Plains aquifer in Chase, Dundy, and Perkins counties, Nebraska, 1975-83: U.S. Geological Survey Water-Resources Investigations Report 87-4044, iv, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874044.","productDescription":"iv, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123377,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4044/report-thumb.jpg"},{"id":54138,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4044/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae383","contributors":{"authors":[{"text":"Heimes, F.J.","contributorId":60654,"corporation":false,"usgs":true,"family":"Heimes","given":"F.J.","affiliations":[],"preferred":false,"id":193606,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ferrigno, C.F.","contributorId":27092,"corporation":false,"usgs":true,"family":"Ferrigno","given":"C.F.","email":"","affiliations":[],"preferred":false,"id":193604,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gutentag, E. D.","contributorId":70015,"corporation":false,"usgs":true,"family":"Gutentag","given":"E. D.","affiliations":[],"preferred":false,"id":193608,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Lucky, R.R.","contributorId":89171,"corporation":false,"usgs":true,"family":"Lucky","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":193609,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Stephens, D.M.","contributorId":42970,"corporation":false,"usgs":true,"family":"Stephens","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":193605,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Weeks, J.B.","contributorId":61426,"corporation":false,"usgs":true,"family":"Weeks","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":193607,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":25694,"text":"wri864357 - 1987 - Overview of water resources in Owens Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:18","indexId":"wri864357","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4357","title":"Overview of water resources in Owens Valley, California","docAbstract":"In 1982-84, a water resources appraisal of Owens Valley was made by using available hydrologic information. Results of the appraisal provided an overview of water resources in Owens Valley; a better understanding of the groundwater system; and a framework for additional studies. Owens Valley is in east-central California and is the major source of water supply for the city of Los Angeles, located 233 mi to the south. Since 1913, with the completion of the first aqueduct, surface water has been diverted from the Owens River to Los Angeles. In 1970, a second Aqueduct was completed. Groundwater pumping was increased to supplement the water needed for the increasing population in Los Angeles. Most of the outflow of water from Owens Valley is from exports via the aqueduct system and by evapotranspiration loss; principal sources of water are runoff, inflow from Pleasant Valley Reservoir, and precipitation. Streamflow from the Sierra Nevada is a source of tremendous quantities of water to the valley. Pumping from more than 90 pump-equipped wells averaged about 98,000 acre-ft/yr from 1971 to 1983, but it was generally < 10,000 acre-ft/yr from 1932 to 1970, except during dry years. Groundwater pumping is primarily from deep wells adjacent to the volcanic rocks near Big Pine. Wells completed in the volcanic rocks yield large quantities of groundwater. Water level fluctuations in deep wells indicate a direct correlation with groundwater pumpage. Fluctuations in shallow wells are affected not only by pumping, but also by evapotranspiration and precipitation. The cause-and-effect relation of water level fluctuations in deep and shallow wells is not well understood and is partly the subject of a 5-yr study currently being conducted by Inyo County, the city of Los Angeles, and the U.S. Geological Survey, which emphasizes: (1) vegetation, (2) plant survivability, and (3) groundwater. It is hoped that this study will better define the quantity and availability of groundwater in the valley, as well as determine the effects of groundwater withdrawals on native vegetation. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864357","usgsCitation":"Rogers, L., 1987, Overview of water resources in Owens Valley, California: U.S. Geological Survey Water-Resources Investigations Report 86-4357, iv, 38 p. :col. ill., col. maps ;28 cm., https://doi.org/10.3133/wri864357.","productDescription":"iv, 38 p. :col. ill., col. maps ;28 cm.","costCenters":[],"links":[{"id":123688,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4357/report-thumb.jpg"},{"id":54459,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4357/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db68a187","contributors":{"authors":[{"text":"Rogers, L.S.","contributorId":18027,"corporation":false,"usgs":true,"family":"Rogers","given":"L.S.","email":"","affiliations":[],"preferred":false,"id":194690,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26274,"text":"wri874068 - 1987 - Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 1","interactions":[],"lastModifiedDate":"2022-02-01T19:25:51.13635","indexId":"wri874068","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4068","title":"Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 1","docAbstract":"

This report delineates and describes the geohydrology and susceptibility of the major aquifers to contamination in Area 1 - Colbert, Franklin, Lauderdale, Lawrence, Limeston, Madison, and Morgan Counties. Most of the area is underlain by a Mississippian carbonate sequence that includes two major aquifers, the Tuscumbia-Fort Payne aquifer and the Bangor aquifer. A third major aquifer, the Tuscaloosa aquifer of Cretaceous age, occurs in the southwest part of the area. The Mississippi carbonate aquifers are the Tuscumbia-Fort Payne aquifer which includes most Tuscumbia Limestone and the Fort Payne Chert, and a small area of the Monteagle Limestone, and the Bangor aquifer which includes the Bangor Limestone and Hartselle Sandstone. Both of these aquifers possess highly-variable secondary porosity and permeability related to fractures that have been enlarged, sometimes to cavernous proportions, due to solution processes. The Tuscaloosa aquifer consists of the Tuscaloosa Group, an unconsolidated clastic deposit that has relatively uniform primary porosity and permeability. Significant quantities of groundwater are available from each of the aquifers. Water levels at nearly 2 ,000 wells indicate that, for each aquifer, general groundwater movement is from topographically high to low areas. Each of the aquifers is recharged throughout its outcrop in the study area and is susceptible to contamination within the outcrop. Generalized topographic settings such as closed-contour depressions are identified as areas that are highly susceptible to contamination. Specific features such as sinkholes also are identified as extremely susceptible to contamination.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri874068","usgsCitation":"Bossong, C., and Harris, W.F., 1987, Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 1: U.S. Geological Survey Water-Resources Investigations Report 87-4068, Report: v, 34 p.; 1 Plate: 19.00 × 16.39 inches, https://doi.org/10.3133/wri874068.","productDescription":"Report: v, 34 p.; 1 Plate: 19.00 × 16.39 inches","costCenters":[],"links":[{"id":395231,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46744.htm"},{"id":55084,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4068/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55083,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4068/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126666,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4068/report-thumb.jpg"}],"country":"United States","state":"Alabama","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.2267,\n 34.0444\n ],\n [\n -86.2833,\n 34.0444\n ],\n [\n -86.2833,\n 35\n ],\n [\n -88.2267,\n 35\n ],\n [\n -88.2267,\n 34.0444\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c18","contributors":{"authors":[{"text":"Bossong, C. R.","contributorId":39762,"corporation":false,"usgs":true,"family":"Bossong","given":"C. R.","affiliations":[],"preferred":false,"id":196098,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harris, W. F.","contributorId":66303,"corporation":false,"usgs":true,"family":"Harris","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196099,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57446,"text":"wdrMS851 - 1987 - Water resources data for Mississippi, water year 1985","interactions":[],"lastModifiedDate":"2025-08-19T14:14:40.23514","indexId":"wdrMS851","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MS-85-1","title":"Water resources data for Mississippi, water year 1985","docAbstract":"

Water resources data for the 1985 water year for Mississippi consist of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality of ground-water wells. This report contains records of water discharge at 71 gaging stations; stage records for 18 of these gaging stations; stage only at 5 gaging stations; water quality for 13 stations, 2 precipitation quality stations, and 263 wells; and water levels for 629 observation wells. Also included are peak-discharge data for 58 crest-stage partial-record stations and water quality data at 106 partial-record or miscellaneous sites. Locations of these sites are shown on Figures 3-5. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Mississippi.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMS851","collaboration":"Prepared in cooperation with the State of Mississippi and with other agencies","usgsCitation":"Tharpe, E., Plunkett, M., Morris, F., and Oakley, W.T., 1987, Water resources data for Mississippi, water year 1985: U.S. Geological Survey Water Data Report MS-85-1, vii, 456 p., https://doi.org/10.3133/wdrMS851.","productDescription":"vii, 456 p.","costCenters":[],"links":[{"id":174619,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1985/ms-85-1/report-thumb.jpg"},{"id":494302,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1985/ms-85-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Groundwater contamination, particularly from point sources, has been growing in importance in recent years. This report examines the physical mechanisms of solute transport, advection and dispersion, and explains how they relate to one another and the scale of study. The approach uses a preliminary analysis prior to collection of new data to focus on the technical problems to be addressed and to direct the initial collection of new data if warranted. The field investigation (collection of new data) progresses in stages that use the new knowledge and understanding gained from the preceding data collection to aid in further data collection as the study proceeds. A major premise of the approach is that the foundation of any analysis is a detailed quantitative definition of: (1) the groundwater flow field in three dimensions, and (2) the distribution of solutes in the contaminant plume in three dimensions at one point in time, or preferably at more than features of the groundwater flow field, and is an important tool for analysis. However, the scale of analysis for solute transport studies is usually much finer than the scale of analysis for groundwater flow alone. Therefore, an increase in detail of the velocity field is needed to provide for accurate calculations of pathlines in three-dimensional heterogeneous groundwater systems. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874191","usgsCitation":"Reilly, T.E., Franke, O.L., Buxton, H.T., and Bennett, G.D., 1987, A conceptual framework for ground-water solute-transport studies with emphasis on physical mechanisms of solute movement: U.S. Geological Survey Water-Resources Investigations Report 87-4191, v, 44 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri874191.","productDescription":"v, 44 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122834,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_87_4191.jpg"},{"id":1807,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri874191/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b26e4b07f02db6affac","contributors":{"authors":[{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":193628,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Franke, O. Lehn","contributorId":63357,"corporation":false,"usgs":true,"family":"Franke","given":"O.","email":"","middleInitial":"Lehn","affiliations":[],"preferred":false,"id":193631,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Buxton, Herbert T. hbuxton@usgs.gov","contributorId":1911,"corporation":false,"usgs":true,"family":"Buxton","given":"Herbert","email":"hbuxton@usgs.gov","middleInitial":"T.","affiliations":[{"id":5056,"text":"Office of the AD Energy and Minerals, and Environmental Health","active":true,"usgs":true}],"preferred":true,"id":193629,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bennett, Gordon D.","contributorId":18740,"corporation":false,"usgs":true,"family":"Bennett","given":"Gordon","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":193630,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25714,"text":"wri874216 - 1987 - Potentiometric surface of the Magothy Aquifer in southern Maryland during the Fall of 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri874216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4216","title":"Potentiometric surface of the Magothy Aquifer in southern Maryland during the Fall of 1986","docAbstract":"The potentiometric map is highlighted with indications concerning: (1) outcrop areas of the Magothy aquifer; (2) the potentiometric contour of the aquifer; (3) observation and/or supply wells yielding < 10,000 gallons/day (gpd); and (4) other supply wells with yields > 10,000 gpd. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874216","usgsCitation":"Mack, F.K., Andreasen, D.C., Curtin, S.E., and Wheeler, J.C., 1987, Potentiometric surface of the Magothy Aquifer in southern Maryland during the Fall of 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4216, 1 map ;28 x 22 cm., https://doi.org/10.3133/wri874216.","productDescription":"1 map ;28 x 22 cm.","costCenters":[],"links":[{"id":118881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4216/report-thumb.jpg"},{"id":54473,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4216/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47d6e4b07f02db4b3555","contributors":{"authors":[{"text":"Mack, F. K.","contributorId":93471,"corporation":false,"usgs":true,"family":"Mack","given":"F.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":194771,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194769,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Curtin, S. E.","contributorId":17235,"corporation":false,"usgs":true,"family":"Curtin","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194768,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wheeler, J. C.","contributorId":66225,"corporation":false,"usgs":true,"family":"Wheeler","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194770,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","interactions":[{"subject":{"id":11086,"text":"ofr84708 - 1984 - State hydrologic unit maps","indexId":"ofr84708","publicationYear":"1984","noYear":false,"title":"State hydrologic unit maps"},"predicate":"SUPERSEDED_BY","object":{"id":2672,"text":"wsp2294 - 1987 - Hydrologic unit maps","indexId":"wsp2294","publicationYear":"1987","noYear":false,"title":"Hydrologic unit maps"},"id":1}],"lastModifiedDate":"2026-02-12T16:30:51.823743","indexId":"wsp2294","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"2294","title":"Hydrologic unit maps","docAbstract":"A set of maps depicting approved boundaries of, and numerical codes for, river-basin units of the United States has been developed by the U.S . Geological Survey. These 'Hydrologic Unit Maps' are four-color maps that present information on drainage, culture, hydrography, and hydrologic boundaries and codes of (1) the 21 major water-resources regions and the 222 subregions designated by the U.S . Water Resources Council, (2) the 352 accounting units of the U.S. Geological Survey's National Water Data Network, and (3) the 2,149 cataloging units of the U.S . Geological Survey's 'Catalog of information on Water Data:' The maps are plotted on the Geological Survey State base-map series at a scale of 1 :500,000 and, except for Alaska, depict hydrologic unit boundaries for all drainage basins greater than 700 square miles (1,813 square kilometers). A complete list of all the hydrologic units, along with their drainage areas, their names, and the names of the States or outlying areas in which they reside, is contained in the report.\r\n\r\nThese maps and associated codes provide a standardized base for use by water-resources organizations in locating, storing, retrieving, and exchanging hydrologic data, in indexing and inventorying hydrologic data and information, in cataloging water-data acquisition activities, and in a variety of other applications. Because the maps have undergone extensive review by all principal Federal, regional, and State water-resource agencies, they are widely accepted for use in planning and describing water-use and related land-use activities, and in geographically organizing hydrologic data . Examples of these uses are given in the report . The hydrologic unit codes shown on the maps have been approved as a Federal Information Processing Standard for use by the Federal establishment.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2294","usgsCitation":"Seaber, P.R., Kapinos, F., and Knapp, G.L., 1987, Hydrologic unit maps: U.S. Geological Survey Water Supply Paper 2294, iii, 63 p. :ill. (some col.), maps (some col.) ;28 cm.; 1 plate in pocket, https://doi.org/10.3133/wsp2294.","productDescription":"iii, 63 p. :ill. (some col.), maps (some col.) ;28 cm.; 1 plate in pocket","costCenters":[],"links":[{"id":138259,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":35,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wsp/wsp2294/index.html","linkFileType":{"id":5,"text":"html"}},{"id":258460,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2294/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4814e4b07f02db4dab42","contributors":{"authors":[{"text":"Seaber, Paul R.","contributorId":67492,"corporation":false,"usgs":true,"family":"Seaber","given":"Paul","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":145590,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kapinos, F. Paul","contributorId":42581,"corporation":false,"usgs":true,"family":"Kapinos","given":"F. Paul","affiliations":[],"preferred":false,"id":145589,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Knapp, George L.","contributorId":93466,"corporation":false,"usgs":true,"family":"Knapp","given":"George","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145591,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25713,"text":"wri874214 - 1987 - Potentiometric surface of the Aquia Aquifer in southern Maryland during the Fall of 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:08:15","indexId":"wri874214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4214","title":"Potentiometric surface of the Aquia Aquifer in southern Maryland during the Fall of 1986","docAbstract":"Thr potentiometric map is highlighted with indications concerning: (1) outcrop areas of the Aquia aquifer; (2) the potentiometric contour of the aquifer; (3) observation and/or supply wells yielding < 10,000 gallons/day (gpd); and (4) other supply wells with yields > 10,000 gpd. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri874214","usgsCitation":"Mack, F.K., Andreasen, D.C., Curtin, S.E., and Wheeler, J.C., 1987, Potentiometric surface of the Aquia Aquifer in southern Maryland during the Fall of 1986: U.S. Geological Survey Water-Resources Investigations Report 87-4214, 1 map ;28 x 22 cm., https://doi.org/10.3133/wri874214.","productDescription":"1 map ;28 x 22 cm.","costCenters":[],"links":[{"id":121636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4214/report-thumb.jpg"},{"id":54472,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4214/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47dae4b07f02db4b5da8","contributors":{"authors":[{"text":"Mack, F. K.","contributorId":93471,"corporation":false,"usgs":true,"family":"Mack","given":"F.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":194767,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194765,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Curtin, S. E.","contributorId":17235,"corporation":false,"usgs":true,"family":"Curtin","given":"S.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194764,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wheeler, J. C.","contributorId":66225,"corporation":false,"usgs":true,"family":"Wheeler","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":194766,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":2265,"text":"wsp2303 - 1987 - Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares","interactions":[{"subject":{"id":14939,"text":"ofr85680 - 1985 - Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information","indexId":"ofr85680","publicationYear":"1985","noYear":false,"title":"Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information"},"predicate":"SUPERSEDED_BY","object":{"id":2265,"text":"wsp2303 - 1987 - Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares","indexId":"wsp2303","publicationYear":"1987","noYear":false,"title":"Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp2303","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"2303","title":"Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares","docAbstract":"This report documents the results of an analysis of the surface-water data network in Kansas for its effectiveness in providing regional streamflow information. The network was analyzed using generalized least squares regression. The correlation and time-sampling error of the streamflow characteristic are considered in the generalized least squares method. Unregulated medium-, low-, and high-flow characteristics were selected to be representative of the regional information that can be obtained from streamflow-gaging-station records for use in evaluating the effectiveness of continuing the present network stations, discontinuing some stations, and (or) adding new stations. The analysis used streamflow records for all currently operated stations that were not affected by regulation and for discontinued stations for which unregulated flow characteristics, as well as physical and climatic characteristics, were available. The State was divided into three network areas, western, northeastern, and southeastern Kansas, and analysis was made for the three streamflow characteristics in each area, using three planning horizons. \r\n\r\nThe analysis showed that the maximum reduction of sampling mean-square error for each cost level could be obtained by adding new stations and discontinuing some current network stations. Large reductions in sampling mean-square error for low-flow information could be achieved in all three network areas, the reduction in western Kansas being the most dramatic. The addition of new stations would be most beneficial for mean-flow information in western Kansas. The reduction of sampling mean-square error for high-flow information would benefit most from the addition of new stations in western Kansas. Southeastern Kansas showed the smallest error reduction in high-flow information. A comparison among all three network areas indicated that funding resources could be most effectively used by discontinuing more stations in northeastern and southeastern Kansas and establishing more new stations in western Kansas.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2303","usgsCitation":"Medina, K., and Tasker, G.D., 1987, Analysis of surface-water data network in Kansas for effectiveness in providing regional streamflow information; with a section on theory and application of generalized least squares: U.S. Geological Survey Water Supply Paper 2303, iv, 28 p. :ill., map ;28 cm., https://doi.org/10.3133/wsp2303.","productDescription":"iv, 28 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":137588,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2303/report-thumb.jpg"},{"id":28055,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2303/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db68015f","contributors":{"authors":[{"text":"Medina, K.D.","contributorId":46925,"corporation":false,"usgs":true,"family":"Medina","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":144919,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tasker, Gary D.","contributorId":95035,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":144920,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26255,"text":"wri874158 - 1987 - Development of ground-water resources in the Orange County area, Texas and Louisiana, 1980-Spring of 1985","interactions":[],"lastModifiedDate":"2023-03-07T19:46:19.058602","indexId":"wri874158","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-4158","title":"Development of ground-water resources in the Orange County area, Texas and Louisiana, 1980-Spring of 1985","docAbstract":"

This report updates ground-water information pertaining to the lower unit of the Chicot aquifer in the Orange County area, Texas and Louisiana. The period of data collection was from 1980 to the spring of 1985. Some data collected prior to 1980 are presented to establish long-term trends and relations. The lower unit of the Chicot aquifer, which consists of sediments of Pleistocene age, is confined and underlies all of the study area. The base of the aquifer ranges from about 400 feet below National Geodetic Vertical Datum of 1929 in the northwestern part of the county to about 1,000 feet below National Geodetic Vertical Datum of 1929 in the southeastern part.

\n

The lower unit of the Chicot aquifer is the main source of freshwater for several cities, communities, industries, housing subdivisions, and individual homeowners in Orange County. The total pumpage from the lower unit of the Chicot aquifer in Orange County decreased from a historical maximum of 23.1 million gallons per day during 1972 to an estimated 15.2 million gallons per day during 1984. The average industrial pumpage during 1980-84, 10.5 million gallons per day, decreased substantially when compared to 1963-79, when an average of 15.6 million gallons per day was withdrawn. This is in contrast to municipal pumpage that increased from an average withdrawal of 5.3 million gallons per day during 1963-79 to 7.3 million gallons per day during 1980-84. The use of surface water decreased from a peak withdrawal of 58.1 million gallons per day during 1981 to 41.4 million gallons per day during 1984.

\n

From the spring of 1980 to the spring of 1985, water levels in the lower unit of the Chicot aquifer in the Orange County area ranged from rises of as much as 14 feet to declines of as much as about 3 feet. Water levels rose throughout most of the area. The greatest rise in water levels occurred in and near the city of Orange, whereas the greatest decline occurred northwest of Vidor.

\n

Most of the water in the lower unit of the Chicot aquifer is fresh, but the water quality can vary greatly within short distances. Chloride concentrations determined during 1980-84 ranged from 10 to 1,700 milligrams per liter. The larger chloride concentrations were measured where salinewater coning and updip migration are occurring. In general, chloride concentrations remained constant during 1980-84.

\n

A relation exists between chloride concentrations and specific conductance. It was determined that chloride concentrations (milligrams per liter) generally can be estimated by multiplying specific-conductance values (microsiemens per centimeter at 25 °Celsius) by 0.29 when the specific conductance is between 500 and 5,600 microsiemens per centimeter at 25 °Celsius.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri874158","usgsCitation":"Bonnet, C., and Williams, J.F., 1987, Development of ground-water resources in the Orange County area, Texas and Louisiana, 1980-Spring of 1985: U.S. Geological Survey Water-Resources Investigations Report 87-4158, Report: vi, 50 p.; 4 Plates: 10.90 x 16.05 inches or smaller, https://doi.org/10.3133/wri874158.","productDescription":"Report: vi, 50 p.; 4 Plates: 10.90 x 16.05 inches or smaller","numberOfPages":"56","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":110246,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_46818.htm","linkFileType":{"id":5,"text":"html"},"description":"46818"},{"id":55056,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4158/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55055,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4158/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55054,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4158/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55053,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1987/4158/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124246,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1987/4158/report-thumb.jpg"},{"id":55057,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1987/4158/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Louisiana, Texas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -94.25,\n 29.875\n ],\n [\n -94.25,\n 30.75\n ],\n [\n -93.5,\n 30.75\n ],\n [\n -93.5,\n 29.875\n ],\n [\n -94.25,\n 29.875\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65def6","contributors":{"authors":[{"text":"Bonnet, C.W.","contributorId":44535,"corporation":false,"usgs":true,"family":"Bonnet","given":"C.W.","email":"","affiliations":[],"preferred":false,"id":196067,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, James Frank III","contributorId":102535,"corporation":false,"usgs":true,"family":"Williams","given":"James","suffix":"III","email":"","middleInitial":"Frank","affiliations":[],"preferred":false,"id":196068,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":57543,"text":"wdrAR861 - 1987 - Water resources data for Arkansas, water year 1986","interactions":[],"lastModifiedDate":"2014-04-09T15:24:46","indexId":"wdrAR861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AR-86-1","title":"Water resources data for Arkansas, water year 1986","docAbstract":"

Water resources data for the 1986 water year for Arkansas consist of records of gage height,\ndischarge, and water quality of streams; water quality of lakes; and water levels and water quality\nof wells. This report contains discharge records for 48 gaging stations; water quality for 154\nstations, 73 partial-record stations, 5 observation wells, and 1 precipitation station, and\nwater levels for 96 observation wells. Also included are data for 85 crest-stage partial record\nstations. Additional water data were collected at various sites, not part of the systematic\ndata-collection program, and are published as miscellaneous measurements. These data represent\nthat part of the National Water Data System operated by the U.S. Geological Survey and cooperating\nState and Federal agencies in Arkansas.

\n
\n

Records of discharge or gage height of streams, and contents or elevation of lakes were first\npublished in a series of U.S. Geological Survey water-supply papers entitled \"Surface Water Supply\nof the United States.\" Through September 30, 1960, these water-supply papers were in an annual\nseries and for 1961-65 and 1966-70 were in a 5 -year series. Records of chemical quality, water\ntemperatures, and suspended sediment were published from 1941 to 1970 in an annual series of water-supply\npapers entitled \"Quality of Surface Waters of the United States.\" Records of ground-water\nlevels were published from 1935 to 1974 in a series of water-supply papers entitled \"Ground Water\nLevels in the United States.\" Water-supply papers may be consulted in the libraries of the principal\ncities in the United States or may be purchased from Branch of Distribution, U.S. Geological\nSurvey, 1200 South Eads Street, Arlington, VA 22202.

\n
\n

For water years 1961 through 1974, streamflow data were released by the Geological Survey in\nannual reports on a State-boundary basis. Water-quality records for water years 1964 through\n1974 were similarly released, either in separate reports or in conjuction with streamflow records.\nBeginning with the 1975 water year, water data for streamflow, water quality, and ground water are\npublished as an official Survey report on a State-boundary basis. These official Survey reports\ncarry an identification number consisting of the two-letter State abbreviation, the last two\ndigits of the water year, and the volume number. For example, this report is identified as \"U.S.\nGeological Survey Water Data Report AR-86-1.\"

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrAR861","collaboration":"Prepared in cooperation with the Arkansas Department of Pollution Control and Ecology; Arkansas Geological Commission; Arkansas Soil and Water Conservation Commission; Arkansas State Highway and Transportation Department and with other State and Federal agencies","usgsCitation":"Lamb, T., Porter, J., Lambert, B., and Edds, J., 1987, Water resources data for Arkansas, water year 1986: U.S. Geological Survey Water Data Report AR-86-1, viii, 533 p., https://doi.org/10.3133/wdrAR861.","productDescription":"viii, 533 p.","numberOfPages":"546","temporalStart":"1985-10-01","temporalEnd":"1986-09-30","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":182169,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wdrAR861.jpg"},{"id":286067,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/ar-86-1/report.pdf"}],"country":"United States","state":"Arkansas","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -94.6179,33.0041 ], [ -94.6179,36.4997 ], [ -89.6468,36.4997 ], [ -89.6468,33.0041 ], [ -94.6179,33.0041 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd173","contributors":{"authors":[{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":257292,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Porter, J.E.","contributorId":51779,"corporation":false,"usgs":true,"family":"Porter","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":257291,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lambert, B.F.","contributorId":30292,"corporation":false,"usgs":true,"family":"Lambert","given":"B.F.","email":"","affiliations":[],"preferred":false,"id":257290,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Edds, J.","contributorId":27549,"corporation":false,"usgs":true,"family":"Edds","given":"J.","email":"","affiliations":[],"preferred":false,"id":257289,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","interactions":[{"subject":{"id":11777,"text":"ofr8350 - 1984 - Quality of ground water in Idaho","indexId":"ofr8350","publicationYear":"1984","noYear":false,"title":"Quality of ground water in Idaho"},"predicate":"SUPERSEDED_BY","object":{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","indexId":"wsp2272","publicationYear":"1987","noYear":false,"title":"Quality of ground water in Idaho"},"id":1},{"subject":{"id":15414,"text":"ofr8550 - 1985 - Nearshore marine geologic investigations, Point Barrow to Skull Cliff, Northeast Chukchi Sea","indexId":"ofr8550","publicationYear":"1985","noYear":false,"title":"Nearshore marine geologic investigations, Point Barrow to Skull Cliff, Northeast Chukchi Sea"},"predicate":"SUPERSEDED_BY","object":{"id":3025,"text":"wsp2272 - 1987 - Quality of ground water in Idaho","indexId":"wsp2272","publicationYear":"1987","noYear":false,"title":"Quality of ground water in Idaho"},"id":2}],"lastModifiedDate":"2012-02-02T00:05:45","indexId":"wsp2272","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"2272","title":"Quality of ground water in Idaho","docAbstract":"The major aquifers in Idaho are categorized under two rock types, sedimentary and volcanic, and are grouped into six hydrologic basins. Areas with adequate, minimally adequate, or deficient data available for groundwater-quality evaluations are described. \r\n\r\nWide variations in chemical concentrations in the water occur within individual aquifers, as well as among the aquifers. The existing data base is not sufficient to describe fully the ground-water quality throughout the State; however, it does indicate that the water is generally suitable for most uses. In some aquifers, concentrations of fluoride, cadmium, and iron in the water exceed the U.S. Environmental Protection Agency's drinking-water standards. Dissolved solids, chloride, and sulfate may cause problems in some local areas. Water-quality data are sparse in many areas, and only general statements can be made regarding the areal distribution of chemical constituents. Few data are available to describe temporal variations of water quality in the aquifers. \r\n\r\nPrimary concerns related to special problem areas in Idaho include (1) protection of water quality in the Rathdrum Prairie aquifer, (2) potential degradation of water quality in the Boise-Nampa area, (3) effects of widespread use of drain wells overlying the eastern Snake River Plain basalt aquifer, and (4) disposal of low-level radioactive wastes at the Idaho National Engineering Laboratory. \r\n\r\nShortcomings in the ground-water-quality data base are categorized as (1) multiaquifer sample inadequacy, (2) constituent coverage limitations, (3) baseline-data deficiencies, and (4) data-base nonuniformity.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2272","usgsCitation":"Yee, J., and Souza, W.R., 1987, Quality of ground water in Idaho: U.S. Geological Survey Water Supply Paper 2272, iv, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2272.","productDescription":"iv, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":139471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2272/report-thumb.jpg"},{"id":29856,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643973","contributors":{"authors":[{"text":"Yee, Johnson J.","contributorId":13612,"corporation":false,"usgs":true,"family":"Yee","given":"Johnson J.","affiliations":[],"preferred":false,"id":146165,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Souza, William R.","contributorId":90295,"corporation":false,"usgs":true,"family":"Souza","given":"William","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":146166,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":15304,"text":"ofr87171 - 1987 - A simple ternary/quaternary plotting program for microcomputers","interactions":[],"lastModifiedDate":"2012-02-02T00:06:47","indexId":"ofr87171","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"87-171","title":"A simple ternary/quaternary plotting program for microcomputers","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr87171","usgsCitation":"O’Connor, J.T., 1987, A simple ternary/quaternary plotting program for microcomputers: U.S. Geological Survey Open-File Report 87-171, 33 p. :ill. ;28 cm., https://doi.org/10.3133/ofr87171.","productDescription":"33 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":146392,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1987/0171/report-thumb.jpg"},{"id":44227,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1987/0171/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a64ef","contributors":{"authors":[{"text":"O’Connor, J. T.","contributorId":92266,"corporation":false,"usgs":true,"family":"O’Connor","given":"J.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":170924,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25958,"text":"wri834247 - 1987 - Roughness coefficients for densely vegetated flood plains","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri834247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"83-4247","title":"Roughness coefficients for densely vegetated flood plains","docAbstract":"Although much research has been done on Manning 's roughness coefficients for stream channels, very little has been done on the selection of roughness values for densely vegetated flood plains. In this report four method for determining roughness coefficients for flood plains are examined and evaluated. Field data were collected at 13 sites on wide, densely vegetated flood plains where verified n values were known. The ' vegetation density ' of representative sample areas was measured at each site for use in determining roughness coefficients. The vegetation density method, proved to be useful in determining n values for wide, densely wooded plains. By measuring the area occupied by tree trunks and vegetation in a representative sample area, the vegetation density can be determined. Using the vegetation density in an equation developed from Manning 's formula, the Manning 's n can be determined for the representative sample area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834247","usgsCitation":"Arcement, G., and Schneider, V., 1987, Roughness coefficients for densely vegetated flood plains: U.S. Geological Survey Water-Resources Investigations Report 83-4247, viii, 62 p. :ill. ;28 cm., https://doi.org/10.3133/wri834247.","productDescription":"viii, 62 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":157555,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4247/report-thumb.jpg"},{"id":54708,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fe1ee","contributors":{"authors":[{"text":"Arcement, G.J.","contributorId":59058,"corporation":false,"usgs":true,"family":"Arcement","given":"G.J.","affiliations":[],"preferred":false,"id":195546,"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":195547,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25968,"text":"wri854246 - 1987 - An assessment of low flows in streams in northeastern Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri854246","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"85-4246","title":"An assessment of low flows in streams in northeastern Wyoming","docAbstract":"Low flows were assessed and summarized in the following basins in northeastern Wyoming: Little Bighorn, Tongue, Powder, Little Missouri, Belle Fourche, Cheyenne, and Niobrara River, and about 200 river miles of the North Platte River and its tributaries. Only existing data from streamflow stations and miscellaneous observation sites during the period, 1930-80, were used. Data for a few stations in Montana and South Dakota were used in the analysis. Data were available for 56 perennial streams, 38 intermittent streams, and 34 ephemeral streams. The distribution of minimum observed flows of record at all stations and sites and the 7-day, 10-year low flows at mountain stations and main-stem plains stations are shown on a map. Seven day low flows were determined by fitting the log Pearsons Type III distribution to the data; results are tabulated only for the stations with at least 10 years of record that included at least one major drought. Most streams that originate in the foothills and plains have no flow during part of every year, and are typical of much of the study area. For stations on these streams , the frequency of the annual maximum number of consecutive days of no flow was determined, as an indicator of the likelihood of extended periods of no flow or drought. For estimates at ungaged sites on streams in the Bighorn Mountains only, a simple regression of 7-day, 10-year low flow on drainage area has a standard error of 64%, based on 19 stations with drainage areas of 2 to 200 sq mi. The 7-day, 10-year low flow in main-stem streams can be interpolated from graphs of 7-day, 10-year low flow versus distance along the main channel. Additional studies of low flow are needed. The data base, particularly synoptic baseflow information, needs considerable expansion. Also, the use of storage-analysis procedures should be considered as a means of assessing the availability of water in streams that otherwise are fully appropriated or that are ephemeral. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854246","usgsCitation":"Armentrout, G., and Wilson, J., 1987, An assessment of low flows in streams in northeastern Wyoming: U.S. Geological Survey Water-Resources Investigations Report 85-4246, iv, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854246.","productDescription":"iv, 30 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124210,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4246/report-thumb.jpg"},{"id":54713,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4246/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54714,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4246/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db684e34","contributors":{"authors":[{"text":"Armentrout, G.W.","contributorId":12890,"corporation":false,"usgs":true,"family":"Armentrout","given":"G.W.","affiliations":[],"preferred":false,"id":195560,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, J.F.","contributorId":100881,"corporation":false,"usgs":true,"family":"Wilson","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":195561,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25976,"text":"wri864353 - 1987 - Low-flow-frequency characteristics for continuous-record streamflow stations in Minnesota","interactions":[],"lastModifiedDate":"2018-03-05T10:42:59","indexId":"wri864353","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"86-4353","title":"Low-flow-frequency characteristics for continuous-record streamflow stations in Minnesota","docAbstract":"

Annual and summer (May 1 to September 30) low-flow frequency curves are presented for 175 continuous-record streamflow stations in Minnesota. The curves were developed for all stations with 10 or more years of continuous record. The 1-, 7-, and 30-day low-flow discharges at selected recurrence intervals obtained from these curves are listed. Low-flow characteristics can and will vary for a station depending upon the number of years of record and the period gaged. When comparing low-flow characteristics between two or more stations, it should be remembered that no provisions were made to use concurrent periods of record for stations along the same stream.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri864353","collaboration":"Prepared in cooperation with the Minnesota Environmental Quality Board and the Minnesota State Planning Agency through the U.S. Army Corps of Engineers and the Minnesota Department of Natural Resources","usgsCitation":"Arntson, A., and Lorenz, D., 1987, Low-flow-frequency characteristics for continuous-record streamflow stations in Minnesota: U.S. Geological Survey Water-Resources Investigations Report 86-4353, Report: vi, 15 p.; Appendix A: 165 p.; Appendix B: 174 p., https://doi.org/10.3133/wri864353.","productDescription":"Report: vi, 15 p.; Appendix A: 165 p.; Appendix B: 174 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6487ee","contributors":{"authors":[{"text":"Arntson, A.D.","contributorId":100026,"corporation":false,"usgs":true,"family":"Arntson","given":"A.D.","email":"","affiliations":[],"preferred":false,"id":195573,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lorenz, D. L.","contributorId":10776,"corporation":false,"usgs":true,"family":"Lorenz","given":"D. L.","affiliations":[],"preferred":false,"id":195572,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":4379,"text":"cir993 - 1987 - A review of surface-water sediment fractions and their interactions with persistent manmade organic compounds","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"cir993","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","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":"993","title":"A review of surface-water sediment fractions and their interactions with persistent manmade organic compounds","docAbstract":"This paper reviews the suspended and surficial sediment fractions and their interactions with manmade organic compounds. The objective of this review is to isolate and describe those contaminant and sediment properties that contribute to the persistence of organic compounds in surface-water systems. Most persistent, nonionic organic contaminants, such as the chlorinated insecticides and polychlorinated biphenyls (PCBs), are characterized by low water solubilities and high octanol-water partition coefficients. Consequently, sorptive interactions are the primary transformation processes that control their environmental behavior. For nonionic organic compounds, sorption is primarily attributed to the partitioning of an organic contaminant between a water phase and an organic phase. Partitioning processes play a central role in the uptake and release of contaminants by sediment organic matter and in the bioconcentration of contaminants by aquatic organisms. \r\n\r\nChemically isolated sediment fractions show that organic matter is the primary determinant of the sorptive capacity exhibited by sediment. Humic substances, as dissolved organic matter, contribute a number of functions to the processes cycling organic contaminants. They alter the rate of transformation of contaminants, enhance apparent water solubility, and increase the carrying capacity of the water column beyond the solubility limits of the contaminant. As a component of sediment particles, humic substances, through sorptive interactions, serve as vectors for the hydrodynamic transport of organic contaminants. The capabilities of the humic substances stem in part from their polyfunctional chemical composition and also from their ability to exist in solution as dissolved species, flocculated aggregates, surface coatings, and colloidal organomineral and organometal complexes. \r\n\r\nThe transport properties of manmade organic compounds have been investigated by field studies and laboratory experiments that examine the sorption of contaminants by different sediment size fractions. Field studies indicate that organic contaminants tend to sorb more to fine-grained sediment, and this correlates significantly with sediment organic matter content. Laboratory experiments have extended the field studies to a wider spectrum of natural particulates and anthropogenic compounds. Quantitation of isotherm results allows the comparison of different sediment sorbents as well as the estimation of field partition coefficients from laboratory-measured sediment and contaminant properties. Detailed analyses made on the basis of particle-size classes show that all sediment fractions need to be considered in evaluating the fate and distribution of manmade organic compounds. This conclusion is based on observations from field studies and on the variety of natural organic sorbents that demonstrate sorptive capabilities in laboratory isotherm experiments.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir993","usgsCitation":"Witkowski, P., Smith, J.A., Fusillo, T., and Chiou, C.T., 1987, A review of surface-water sediment fractions and their interactions with persistent manmade organic compounds: U.S. Geological Survey Circular 993, v, 39 p. :ill. ;28 cm., https://doi.org/10.3133/cir993.","productDescription":"v, 39 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":125121,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1987/0993/report-thumb.jpg"},{"id":31488,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1987/0993/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7f8f","contributors":{"authors":[{"text":"Witkowski, P.J.","contributorId":87120,"corporation":false,"usgs":true,"family":"Witkowski","given":"P.J.","email":"","affiliations":[],"preferred":false,"id":148999,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, J. A.","contributorId":101646,"corporation":false,"usgs":true,"family":"Smith","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":149002,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fusillo, T. V.","contributorId":91845,"corporation":false,"usgs":true,"family":"Fusillo","given":"T. V.","affiliations":[],"preferred":false,"id":149000,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Chiou, C. T.","contributorId":97080,"corporation":false,"usgs":true,"family":"Chiou","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":149001,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":57458,"text":"wdrMT861 - 1987 - Water resources data for Montana, water year 1986. Volume 1. Hudson Bay and Missouri River Basins","interactions":[],"lastModifiedDate":"2020-08-21T17:35:42.583514","indexId":"wdrMT861","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1987","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"MT-86-1","title":"Water resources data for Montana, water year 1986. Volume 1. Hudson Bay and Missouri River Basins","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wdrMT861","usgsCitation":"Shields, R., Knapton, J.R., White, M.K., Brosten, T., and Lambing, J., 1987, Water resources data for Montana, water year 1986. Volume 1. Hudson Bay and Missouri River Basins: U.S. Geological Survey Water Data Report MT-86-1, xv, 437 p., https://doi.org/10.3133/wdrMT861.","productDescription":"xv, 437 p.","costCenters":[],"links":[{"id":181805,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1986/mt-86-1/report-thumb.jpg"},{"id":377740,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1986/mt-86-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Data were collected at five sites in Arvada Reservoir, one site in Ralston Creek, and two sites in Croke Canal. The study began in June 1983 (just before filling in May 1984) and continued through September 1985. The reservoir was thermally stratified on most sampling dates from April through September. Dissolved-oxygen concentrations ranged from 0 to 12.0 milligrams per liter, and the reservoir was anaerobic below the 10-meter depth during most of the summer. Secchi-disk-depth measurements ranged from 0.9 to 5.5 meters and generally increased during the study period, possibly because of decreases in nonalgal turbidity after the reservoir was filled. Water from the reservoir generally is of suitable quality for a raw-water-supply source and for maintenance of aquatic life. Total-nitrogen and total-phosphorus concentrations were small, and both were growth-limiting factors in the reservoir. The phytoplankton community was diverse, and the most dominant taxa were diatoms. Phytoplankton densities ranged from 1,400 to 29,000 cells per millimeter, and chlorophyll alpha concentrations ranged from 0.0 to 20.4 micrograms per liter. 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A1-A14, ill., maps ;28 cm., https://doi.org/10.3133/b1701A.","productDescription":"v, p. 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