{"pageNumber":"2133","pageRowStart":"53300","pageSize":"25","recordCount":68911,"records":[{"id":56876,"text":"wdrMI811 - 1982 - Water resources data for Michigan, water year 1981","interactions":[],"lastModifiedDate":"2017-08-10T14:56:08","indexId":"wdrMI811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"MI-81-1","title":"Water resources data for Michigan, water year 1981","docAbstract":"<p>Water resources data for the 1981 water year for Michigan 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 temperature of ground water. This report contains discharge records for 178 gaging stations; stage only records for 4 gaging stations; stage and contents for 5 lakes and reservoirs; water quality for 45 continuous-record stations; and water levels for 53 observation wells. Also included are 85 crest-stage partial-record stations and 59 low-flow partial-record stations. 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 Michigan.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrMI811","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data for Michigan, water year 1981: U.S. Geological Survey Water Data Report MI-81-1, x, 524 p., https://doi.org/10.3133/wdrMI811.","productDescription":"x, 524 p.","numberOfPages":"540","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":184417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/mi-81-1/report-thumb.jpg"},{"id":344738,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/mi-81-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":56874,"text":"wdrME811 - 1982 - Water resources data for Maine, water year 1981","interactions":[],"lastModifiedDate":"2025-08-19T14:30:23.307869","indexId":"wdrME811","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"ME-81-1","title":"Water resources data for Maine, water year 1981","docAbstract":"<p>Water resources data for the 1981 water year for Maine consist of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water levels and water quality of wells. This report contains discharge records for 66 gaging stations; stage only for 2 gaging stations; contents for 17 lakes and reservoirs; water quality for 19 gaging stations and 8 wells; and water levels for 24 observation wells. 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.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrME811","collaboration":"Prepared in cooperation with the State of Maine and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data for Maine, water year 1981: U.S. Geological Survey Water Data Report ME-81-1, vii, 212 p., https://doi.org/10.3133/wdrME811.","productDescription":"vii, 212 p.","costCenters":[],"links":[{"id":184415,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1981/me-81-1/report-thumb.jpg"},{"id":494306,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1981/me-81-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":27999,"text":"wri824074 - 1982 - Physical and hydrologic environments of the Mulberry coal reserves in eastern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri824074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4074","title":"Physical and hydrologic environments of the Mulberry coal reserves in eastern Kansas","docAbstract":"Strippable reserves of Mulberry coal underlie an area of approximately 300 square miles of Miami, Linn, and Bourbon Counties of eastern Kansas. Although subject to State reclamation law, current and projected strip mining of this relatively thin coal seam could alter and hydrologic environment of the study area. Drained by the Marais des Cygnes and Little Osage Rivers and their tributaries, this area is characterized by low relief and moderately impermeable soils. Streamflows are poorly sustained by ground-water discharge and fluctuate widely due to climatic extremes and usage of surface-water supplies. Because ground-water supplies are generally unreliable in quantity and quality, surface water is used to meet most water requirements in the study area. Primary used of surface waters are for domestic supplies, maintenance of wildlife and recreational areas, and cooling needs at LaCygne Power Plant. The prevailing chemical type of the natural streamflow is calcium bicarbonate, with concentrations of dissolved solids generally less than 500 milligrams per liter and pH near neutral. Additional streamflow and water-quality data are needed to evaluate the premining characteristics of and the anticipated changes in the hydrologic environment as strip mining proceeds within the study area. A network of data-collection stations and a sampling scheme have been established to acquire this additional information. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, WRD,","doi":"10.3133/wri824074","usgsCitation":"Kenny, J.F., Bevans, H., and Diaz, A., 1982, Physical and hydrologic environments of the Mulberry coal reserves in eastern Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-4074, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824074.","productDescription":"50 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122828,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4074/report-thumb.jpg"},{"id":56826,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685c0f","contributors":{"authors":[{"text":"Kenny, J. F.","contributorId":100378,"corporation":false,"usgs":true,"family":"Kenny","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199042,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bevans, H.E.","contributorId":102892,"corporation":false,"usgs":true,"family":"Bevans","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":199043,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Diaz, A.M.","contributorId":27084,"corporation":false,"usgs":true,"family":"Diaz","given":"A.M.","email":"","affiliations":[],"preferred":false,"id":199041,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28373,"text":"wri824011 - 1982 - Determination of irrigation pumpage in parts of Kearny and Finney Counties, southwestern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4011","title":"Determination of irrigation pumpage in parts of Kearny and Finney Counties, southwestern Kansas","docAbstract":"Irrigation pumpage was determined for parts of Kearny and Finney Counties in Southwestern Kansas using crop-acreage data and consumptive, irrigation-water requirements. Irrigated acreages for 1974-80 were compiled for wheat, grain sorghum, corn, and alfalfa using records from the U.S. Agricultural Stabilization and Conservation Service. Consumptive-irrigation requirements were computed using a soil-moisture model. The model tabulated monthly soil-moisture and crop-water demand for various crops and computed the volume of irrigation water needed to maintain the available moisture at 50% for loamy soils or at 60% for sandy soils. Irrigated acres in the study area increased from 265,000 acres during 1974 to 321,000 acres during 1980. Irrigation pumpage increased from 584,000 acre-feet during 1974 to 738,000 acre-feet during 1980. Decreased consumptive-irrigation requirements during 1979 resulted in a comparatively small irrigation-pumpage estimate of 458,000 acre-feet. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824011","usgsCitation":"Lindgren, R.J., 1982, Determination of irrigation pumpage in parts of Kearny and Finney Counties, southwestern Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-4011, 26 p. :ill. ;28 cm., https://doi.org/10.3133/wri824011.","productDescription":"26 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123359,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4011/report-thumb.jpg"},{"id":57176,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667716","contributors":{"authors":[{"text":"Lindgren, R. J.","contributorId":70808,"corporation":false,"usgs":true,"family":"Lindgren","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199690,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27335,"text":"wri824068 - 1982 - Digital model of the Bates Creek alluvial aquifer near Casper, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:54:35","indexId":"wri824068","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4068","title":"Digital model of the Bates Creek alluvial aquifer near Casper, Wyoming","docAbstract":"A digital model was used to simulate ground-water flow within the Bates Creek alluvial aquifer, southwest of Casper, Wyoming. Hydrologic data collected during 1977 and 1978 were used to develop the flow model under steady-state and transient conditions. Three scenarios for operating the stream-aquifer system were evaluated with the digital model. The scenarios represent no ground-water pumping, pumping by all existing wells , and pumping by all existing and proposed wells. The model simulations used average values of stream discharge, ground-water pumpage and water use as input parameters. A decrease in the quantitity of ground-water discharge to Bates Creek is predicted to occur through 1988 as a result of pumping. The magnitude and timing of the predicted decrease in ground-water discharge may differ from actual ground-water discharge if hydrologic conditions through 1988 vary significantly from the averaged input values used in the simulations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824068","usgsCitation":"Glover, K.C., 1982, Digital model of the Bates Creek alluvial aquifer near Casper, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4068, v, 50 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824068.","productDescription":"v, 50 p. :ill., maps ;28 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":124053,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4068/report-thumb.jpg"},{"id":56199,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4068/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65aa1c","contributors":{"authors":[{"text":"Glover, K. C.","contributorId":14828,"corporation":false,"usgs":true,"family":"Glover","given":"K.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197938,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27126,"text":"wri8221 - 1982 - Evaluation of the streamflow-data program in Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T11:20:45","indexId":"wri8221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-21","title":"Evaluation of the streamflow-data program in Pennsylvania","docAbstract":"<p>The stream-gaging program in Pennsylvania is subject to budgetary&nbsp;constraints in the next several years. Elimination of those gaging stations&nbsp;that have no current-purpose use and little utility in providing regional&nbsp;flow-characteristic information is the most effective way to reduce costs.</p>\n<p>The efficient design of a network of gaging stations for obtaining regional information requires knowledge of the information in the data base and an assessment of the potential for improving the accuracy of data-transfer mechanisms. The analytical technique known as Network Analysis for Regional Information is used to assess acquired streamflow information and to evaluate its transferability within previously determined regions of homogenous streamflow characteristics. Regression equations that relate low-, mean-, and flood-flow characteristics to basin parameters are the data-transfer mechanisms used in the evaluation. This analysis showed that only minor improvements in the regression equations can be expected after 20 additional years of data collection at gages in the 1980 program. Transfer mechanisms with less model error are needed for improved data transferability.</p>\n<p>A more efficient program can be achieved by discontinuing selected gages in the planning-and-design network. To this end, 11 continuous-record and 25 partial-record gages were selected to be discontinued by April 1, 1980. Additionally, 6 continuous-record and 29 partial-record gages are suggested to be discontinued at the end of the 1985 water year.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8221","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources","usgsCitation":"Flippo, H.N., 1982, Evaluation of the streamflow-data program in Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 82-21, Report: iv, 56 p.; Plate: 21.03 x 13.87 inches, https://doi.org/10.3133/wri8221.","productDescription":"Report: iv, 56 p.; Plate: 21.03 x 13.87 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science 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,{"id":27172,"text":"wri824060 - 1982 - Ground water in the Twenty-Nine Palms Indian Reservation and vicinity, San Bernardino County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri824060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4060","title":"Ground water in the Twenty-Nine Palms Indian Reservation and vicinity, San Bernardino County, California","docAbstract":"The Twenty-Nine Palms Indian Reservation is in San Bernardino County, California. Movement of ground water in the area is impeded locally by faults which act as ground-water barriers. There are indications that a fault probably crosses the reservation in an east-west direction; such a fault may interfere with ground-water pumping. The water-table altitude near the northern boundary of the reservation is estimated to be 120 to 130 feet below land surface datum; the aquifer thickness in the area is unknown. Pumping-test results for wells near the reservation show specific capacities ranging from 9.2 to 70.0 gallons per minute per foot of drawdown. Wells drilled on the reservation would probably fall within this range. Sodium concentrations, which may pose a hazard to those who must restrict its intake, and excessive fluoride are present in water samples from wells near the reservation. High sodium and fluoride concentrations are probably present in water in the saturated material underlying the reservation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824060","usgsCitation":"Freckleton, J.R., 1982, Ground water in the Twenty-Nine Palms Indian Reservation and vicinity, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 82-4060, iv, 50 p. :maps (1 col.) ;28 cm., https://doi.org/10.3133/wri824060.","productDescription":"iv, 50 p. :maps (1 col.) ;28 cm.","costCenters":[],"links":[{"id":118708,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4060/report-thumb.jpg"},{"id":56046,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4060/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56047,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4060/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d86f","contributors":{"authors":[{"text":"Freckleton, J. R.","contributorId":93498,"corporation":false,"usgs":true,"family":"Freckleton","given":"J.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":197683,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28382,"text":"wri824021 - 1982 - Analysis of three tests of the unconfined aquifer in southern Nassau County, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri824021","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4021","title":"Analysis of three tests of the unconfined aquifer in southern Nassau County, Long Island, New York","docAbstract":"Drawdown and recovery data from three 2-day aquifer tests (OF) the unconfined (water-table) aquifer in southern Nassau County, N.Y., during the fall of 1979, were analyzed. Several simple analytical solutions, a typecurve-matching procedure, and a Galerkin finite-element radial-flow model were used to determine hydraulic conductivity, ratio of horizontal to vertical hydraulic conductivity, and specific yield. Results of the curve-matching procedure covered a broad range of values that could be narrowed through consideration of data from other sources such as published reports, drillers ' logs, or values determined by analytical solutions. Analysis by the radial-flow model was preferred because it allows for vertical variability in aquifer properties and solves the system for all observation points simultaneously, whereas the other techniques treat the aquifer as homogeneous and must treat each observation well separately. All methods produced fairly consistent results. The ranges of aquifer values at the three sites were: horizontal hydraulic conductivity, 140 to 380 feet per day; transmissivity 11,200 to 17,100 feet squared per day; ratio of horizontal to vertical hydraulic conductivity 2.4:1 to 7:1, and specific yield , 0.13 to 0.23. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824021","usgsCitation":"Lindner, J., and Reilly, T.E., 1982, Analysis of three tests of the unconfined aquifer in southern Nassau County, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 82-4021, v, 51 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824021.","productDescription":"v, 51 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124907,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4021/report-thumb.jpg"},{"id":57184,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acee4b07f02db67fd64","contributors":{"authors":[{"text":"Lindner, J.B.","contributorId":48975,"corporation":false,"usgs":true,"family":"Lindner","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":199702,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reilly, T. E.","contributorId":79460,"corporation":false,"usgs":true,"family":"Reilly","given":"T.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199703,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27184,"text":"wri824015 - 1982 - Estimates of vertical hydraulic conductivity and regional ground-water flow rates in rocks of Jurassic and Cretaceous age, San Juan Basin, New Mexico and Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri824015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4015","title":"Estimates of vertical hydraulic conductivity and regional ground-water flow rates in rocks of Jurassic and Cretaceous age, San Juan Basin, New Mexico and Colorado","docAbstract":"The San Juan structural basin northwestern New Mexico was modeled in three dimensions using a finite-difference, steady-state model. The modeled space was divided into seven layers of square prisms that were 6 miles on a side in the horizontal directions. In the vertical direction, the layers of prisms ranged in thickness from 300 to 1,500 feet. The model included the geologic section between the base of the Entrada Sandstone and the top of Mesaverde Group. Principal aquifers in this section are mostly confined and include the Entrada Sandstone, the Westwater Canyon Member of the Morrison Formation , and the Gallup Sandstone. Values for vertical hydraulic conductivities from 10 to the minus 12th power to 10 to the minus 11th power feet per second for the confining layers gave a good simulation of head differences between layers, but a sensitivity analysis indicated that these values could be between 10 and 100 times greater. The model-derived steady-state flow was about 30 cubic feet per second. About one-half of the flow was in the San Juan River drainage basin about one-third in the Rio Grande drainage basin, and one-sixth in the Puerco River drainage basin. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824015","usgsCitation":"Frenzel, P.F., and Lyford, F.P., 1982, Estimates of vertical hydraulic conductivity and regional ground-water flow rates in rocks of Jurassic and Cretaceous age, San Juan Basin, New Mexico and Colorado: U.S. Geological Survey Water-Resources Investigations Report 82-4015, viii, 67 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824015.","productDescription":"viii, 67 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4015/report-thumb.jpg"},{"id":56058,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4015/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fca36","contributors":{"authors":[{"text":"Frenzel, P. F.","contributorId":98726,"corporation":false,"usgs":true,"family":"Frenzel","given":"P.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197705,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lyford, F. P.","contributorId":30223,"corporation":false,"usgs":true,"family":"Lyford","given":"F.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197704,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28409,"text":"wri824087 - 1982 - Suspended sediment in selected streams of southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri824087","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4087","title":"Suspended sediment in selected streams of southeastern Montana","docAbstract":"The relatively flat Badger Road area near Fairbanks occupies part of the alluvial plain of the Chena and Tanana Rivers and is underlain by scattered areas of permafrost. The water table of the high-transmissivity aquifer that underlies the area is generally shallower than 15 feet, fluctuates seasonally about 2 feet, and slopes northwesterly, the direction of ground-water flow. Private domestic-supply wells obtain water from the upper part of the aquifer. Septic systems used to dispose of waste water are installed at or only slightly above the water table in the same aquifer. Analyses of samples from 16 observation wells in undeveloped parts of the study area and from 33 domestic wells indicated that water quality has not been significantly degraded by on-site waste disposal. Three samples had detectable but minor contamination by fecal coliform bacteria. Anomalous values of chloride and ammonia in one third of the domestic wells may indicate incipient degradation of ground-water quality by septic-tank effluent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824087","usgsCitation":"Litke, D.W., 1982, Suspended sediment in selected streams of southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 82-4087, v, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824087.","productDescription":"v, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159275,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4087/report-thumb.jpg"},{"id":57213,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4087/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687fe0","contributors":{"authors":[{"text":"Litke, D. W.","contributorId":94346,"corporation":false,"usgs":true,"family":"Litke","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199748,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27634,"text":"wri8240 - 1982 - Method for estimating historical irrigation requirements from ground water in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","interactions":[],"lastModifiedDate":"2018-08-08T14:01:49","indexId":"wri8240","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-40","title":"Method for estimating historical irrigation requirements from ground water in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","docAbstract":"<p>Historical information on ground-water pumpage for irrigation is required for use with a computer model of the High Plains aquifer. Available historical data on ground-water pumpage in the High Plains were inadequate for use with the computer model. Consequently, a method was developed to estimate historical pumpage data.</p><p>Two principal components were used to develop estimates of ground-water pumpage: (1) Acreage irrigated; and (2) irrigation demand. The Blaney-Criddle formula was used to calculate consumptive-use requirements for irrigated crops grown on the High Plains. The irrigation demand for each crop was estimated by subtracting precipitation available to the crop from the consumptive-use requirement of the crop. Irrigation demands were combined with irrigated acreages to estimate the volume of irrigation water required for areas in the High Plains. Estimates of irrigation water requirements were compiled for 1949, 1954, 1959, 1964, 1969, 1974, and 1978. Irrigation pumpage for use with the computer model can be estimated from the irrigation water requirements by applying a factor to account for irrigation system efficiency.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8240","usgsCitation":"Heimes, F.J., and Luckey, R.R., 1982, Method for estimating historical irrigation requirements from ground water in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-40, iii, 64 p., https://doi.org/10.3133/wri8240.","productDescription":"iii, 64 p.","numberOfPages":"71","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true},{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":356336,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158792,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0040/report-thumb.jpg"}],"country":"United States","state":"Colorado, Kansas, Nebraska, New Mexico, Oklahoma,  South Dakota, Texas, Wyoming","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106,\n              32\n            ],\n            [\n              -96,\n              32\n            ],\n            [\n              -96,\n              43.5\n            ],\n            [\n              -106,\n              43.5\n            ],\n            [\n              -106,\n              32\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629ed0","contributors":{"authors":[{"text":"Heimes, Frederick J.","contributorId":20787,"corporation":false,"usgs":true,"family":"Heimes","given":"Frederick","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198451,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luckey, Richard R.","contributorId":17980,"corporation":false,"usgs":true,"family":"Luckey","given":"Richard","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198450,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26793,"text":"wri828 - 1982 - Results of hydrologic tests and water-chemistry analyses, Wells H-6A, H-6B, and H-6C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2020-08-06T01:53:23.455795","indexId":"wri828","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-8","title":"Results of hydrologic tests and water-chemistry analyses, Wells H-6A, H-6B, and H-6C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"<p><span>Hydrologic testing was conducted at wells H-6A, H-6B, and H-6C in the </span><span>northwestern part of the proposed Waste Isolation Pilot Plant site in southeastern New </span><span>Mexico to define hydraulic properties of three water-bearing zones. The zones tested </span><span>were the Magenta and Culebra Dolomite Members of the Rustler Formation and the Rustler </span><span>Formation-Salado Formation contact. The Magenta Dolomite and the Rustler-Salado </span><span>contact yield water to wells at rates less than 0.5 gallon per minute as determined </span><span>from shut-in and slug tests. A transmissivity value for the Culebra Dolomite Member </span><span>was obtained by conducting conventional pumping and recovery tests in well H-6B; this </span><span>well was pumped at a rate of approximately 11 gallons per minute.</span></p><p><span>Water samples from the Magenta Dolomite Member of the Rustler Formation had a dissolved-solids concentration of 5,760 milligrams per liter. The major chemical constituents of water samples from this zone were sulfate, sodium, and chloride. Water samples from the Culebra Dolomite Member of the Rustler Formation had dissolved-solids concentration of 52,600 milligrams per liter, and samples from the Rustler Formation-Salado Formation contact had 316,000 milligrams per liter; chloride and sodium were the major constituents in the water samples. Radium-266, a naturally occurring radioactive element, was present in samples from all three zones. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri828","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Dennehy, K.F., 1982, Results of hydrologic tests and water-chemistry analyses, Wells H-6A, H-6B, and H-6C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-8, viii, 68 p., https://doi.org/10.3133/wri828.","productDescription":"viii, 68 p.","costCenters":[],"links":[{"id":377053,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0008/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158531,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0008/report-thumb.jpg"}],"country":"United States","state":"New Mexico","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -104.86175537109375,\n              32.001088607540446\n            ],\n            [\n              -103.06549072265625,\n              32.001088607540446\n            ],\n            [\n              -103.06549072265625,\n              32.91187391621322\n            ],\n            [\n              -104.86175537109375,\n              32.91187391621322\n            ],\n            [\n              -104.86175537109375,\n              32.001088607540446\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602a0e","contributors":{"authors":[{"text":"Dennehy, Kevin F. kdennehy@usgs.gov","contributorId":1128,"corporation":false,"usgs":true,"family":"Dennehy","given":"Kevin","email":"kdennehy@usgs.gov","middleInitial":"F.","affiliations":[{"id":509,"text":"Office of the Associate Director for Water","active":true,"usgs":true}],"preferred":true,"id":197011,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27624,"text":"wri8178 - 1982 - Automation of an ion chromatograph for precipitation analysis with computerized data reduction","interactions":[],"lastModifiedDate":"2017-10-03T10:15:54","indexId":"wri8178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-78","title":"Automation of an ion chromatograph for precipitation analysis with computerized data reduction","docAbstract":"<p>Interconnection of an ion chromatograph, an autosampler, and a computing integrator to form an analytical system for simultaneous determination of fluoride, chloride, orthophosphate, bromide, nitrate, and sulfate in precipitation samples is described. Computer programs provided with the integrator are modified to implement ionchromatographic data reduction and data storage. The liquid-flow scheme for the ion chromatograph is changed by addition of a second suppressor column for greater analytical capacity. An additional vave enables selection of either suppressor column for analysis, as the other column is regenerated and stabilized with concentrated eluent.</p><p>Minimum limits of detection and quantitation for each anion are calculated; these limits are a function of suppressor exhaustion. Precision for replicate analyses of six precipitation samples for fluoride, chloride, orthophosphate, nitrate, and sulfate ranged from 0.003 to 0.027 milligrams per liter. To determine accuracy of results, the same samples were spiked with known concentrations of the above mentioned anions. Average recovery was 108 percent.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8178","usgsCitation":"Hedley, A.G., and Fishman, M., 1982, Automation of an ion chromatograph for precipitation analysis with computerized data reduction: U.S. Geological Survey Water-Resources Investigations Report 81-78, iv, 33 p., https://doi.org/10.3133/wri8178.","productDescription":"iv, 33 p.","numberOfPages":"41","costCenters":[],"links":[{"id":159000,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0078/report-thumb.jpg"},{"id":346293,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db668079","contributors":{"authors":[{"text":"Hedley, Arthur G.","contributorId":17876,"corporation":false,"usgs":true,"family":"Hedley","given":"Arthur","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fishman, Marvin J.","contributorId":87110,"corporation":false,"usgs":true,"family":"Fishman","given":"Marvin J.","affiliations":[],"preferred":false,"id":198430,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26792,"text":"wri8219 - 1982 - Results of hydrologic tests and water-chemistry analyses, wells H-5A, H-5B, and H-5C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","interactions":[],"lastModifiedDate":"2020-11-05T21:11:17.880652","indexId":"wri8219","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-19","title":"Results of hydrologic tests and water-chemistry analyses, wells H-5A, H-5B, and H-5C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico","docAbstract":"<p><span>Data were collected during hydrologic testing at wells H-5A, H-5B, and </span><span>H-5C in the northeastern part of the proposed Waste Isolation Pilot Plant </span><span>site in southeastern New Mexico. The three water-bearing zones tested, the </span><span>Magenta and Culebra Dolomite Members of the Rustler Formation and the Rustler </span><span>Formation-Salado Formation contact, yield water to wells at rates less than </span><span>0.6 gallon per minute. Throughout the testing, water-pressure response in </span><span>the tested zone was monitored by a pressure-transducer system. Shut-in and </span><span>slug tests were conducted to acquire data from which the following values </span><span>were derived.</span></p><p><span>Dissolved-solids concentrations In water samples were: (1) Magenta Dolomite Member, 6,090 milligrams per liter; (2) Culebra Dolomite Member, 144,000 milligrams per liter; and (3) Rustler Formation-Salado Formation contact, 412,000 milligrams per liter. The major chemical constituents of water samples from the Magenta Dolomite Member were sodium and sulfate; from the Culebra Dolomite Member, sodium and chloride; and from the Rustler Formation-Salado Formation contact, magnesium and chloride. Radium-226, a naturally occurring radioactive element, was present in samples from all three zones. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8219","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Dennehy, K.F., and Mercer, J.W., 1982, Results of hydrologic tests and water-chemistry analyses, wells H-5A, H-5B, and H-5C, at the proposed Waste Isolation Pilot Plant site, southeastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 82-19, viii, 83 p., https://doi.org/10.3133/wri8219.","productDescription":"viii, 83 p.","costCenters":[],"links":[{"id":380216,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158530,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0019/report-thumb.jpg"}],"country":"United States","state":"New Mexico","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -104.65576171875,\n              31.994100723260804\n            ],\n            [\n              -103.0572509765625,\n              31.994100723260804\n            ],\n            [\n              -103.0572509765625,\n              32.98562797456918\n            ],\n            [\n              -104.65576171875,\n              32.98562797456918\n            ],\n            [\n              -104.65576171875,\n              31.994100723260804\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604534","contributors":{"authors":[{"text":"Dennehy, Kevin F. kdennehy@usgs.gov","contributorId":1128,"corporation":false,"usgs":true,"family":"Dennehy","given":"Kevin","email":"kdennehy@usgs.gov","middleInitial":"F.","affiliations":[{"id":509,"text":"Office of the Associate Director for Water","active":true,"usgs":true}],"preferred":true,"id":197009,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mercer, Jerry W.","contributorId":32534,"corporation":false,"usgs":true,"family":"Mercer","given":"Jerry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197010,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28189,"text":"wri824017 - 1982 - Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri824017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4017","title":"Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79","docAbstract":"Prior to development on Long Island, about 95 percent of total streamflow originated as groundwater seepage from the upper glacial aquifer; the remaining 5 percent consisted of direct storm runoff. Thus, the streams on Long Island function as groundwater drains. Their flow in dry weather is directly controlled by groundwater levels adjacent to the stream channels. Sewage systems in Nassau County have caused a general lowering of groundwater levels, which in turn has severely reduced streamflow. This report presents monthly water-level measurements in 259 wells in Nassau county from 1978-79 to provide a data base to evaluate the need to replace streamflow lost through lowering of the water table. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824017","usgsCitation":"Ku, H.F., and Simmons, D.L., 1982, Water levels in Nassau County Sewer Districts 2 and 3, Long Island, New York, 1978-79: U.S. Geological Survey Water-Resources Investigations Report 82-4017, iv, 34 p. :maps ;28 cm., https://doi.org/10.3133/wri824017.","productDescription":"iv, 34 p. :maps ;28 cm.","costCenters":[],"links":[{"id":110154,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35547.htm","linkFileType":{"id":5,"text":"html"},"description":"35547"},{"id":159249,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4017/report-thumb.jpg"},{"id":57025,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4017/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57026,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9e3d","contributors":{"authors":[{"text":"Ku, H. F.","contributorId":19976,"corporation":false,"usgs":true,"family":"Ku","given":"H.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199363,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Simmons, D. L.","contributorId":105325,"corporation":false,"usgs":true,"family":"Simmons","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199364,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28040,"text":"wri8172 - 1982 - Sediment transport and source areas of sediment and runoff, Big Sandy River basin, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri8172","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-72","title":"Sediment transport and source areas of sediment and runoff, Big Sandy River basin, Wyoming","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8172","usgsCitation":"Kircher, J.E., 1982, Sediment transport and source areas of sediment and runoff, Big Sandy River basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 81-72, vi, 51 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8172.","productDescription":"vi, 51 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":157948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0072/report-thumb.jpg"},{"id":56878,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbf33","contributors":{"authors":[{"text":"Kircher, J. E.","contributorId":11207,"corporation":false,"usgs":true,"family":"Kircher","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199112,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28039,"text":"wri824046 - 1982 - Evaluation of sediment yield and sediment data-collection network in the Piceance basin, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri824046","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4046","title":"Evaluation of sediment yield and sediment data-collection network in the Piceance basin, northwestern Colorado","docAbstract":"Statistical relationships were developed between suspended-sediment discharge and several regional factors of climate, physiography, and land use in the Piceance basin, northwestern Colorado. The purpose of the study was to evaluate the existing sediment collection network, especially in regard to detecting changes in suspended-sediment discharge due to the development in the basin. Spatial- and time variability were examined using multiple linear regression techniques. Because of the short period of record, monthly mean sediment loads were used to determine shifts or changes in trends due to mining and related activities in the basin. Dummy variable analysis was used to detect these premining and postmining differences in the regression lines and also to detect seasonal differences in the sediment discharge. Differences did exist in the sediment discharge from season to season and before and after mining; however, due to the variability and short period of record the cause of these differences could not be adequately determined. Part of the high variability in sediment discharge was due to variability in the water discharge. Therefore, if the network is to be improved, the emphasis needs to be on improvement of the water-discharge. The results of the monthly mean regression analysis were used in the mean monthly and mean annual analysis for determination of initial network design equations. These were only preliminary in nature and could be improved with additional data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824046","usgsCitation":"Kircher, J.E., and Von Guerard, P., 1982, Evaluation of sediment yield and sediment data-collection network in the Piceance basin, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 82-4046, vi, 25 p. :ill., map ;28 cm., https://doi.org/10.3133/wri824046.","productDescription":"vi, 25 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123891,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4046/report-thumb.jpg"},{"id":56877,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4046/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db673e0e","contributors":{"authors":[{"text":"Kircher, J. E.","contributorId":11207,"corporation":false,"usgs":true,"family":"Kircher","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199110,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Von Guerard, Paul","contributorId":40620,"corporation":false,"usgs":true,"family":"Von Guerard","given":"Paul","affiliations":[],"preferred":false,"id":199111,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28148,"text":"wri8212 - 1982 - Sulfur isotopic composition and water chemistry in water from the High Plains aquifer, Oklahoma Panhandle and southwestern Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri8212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-12","title":"Sulfur isotopic composition and water chemistry in water from the High Plains aquifer, Oklahoma Panhandle and southwestern Kansas","docAbstract":"The Ogallala Formation comprises the High Plains aquifer in Oklahoma and southwestern Kansas. Regional ground-water flow is from west to east in the Ogallala Formation, and the concentration of dissolved solids in ground water increases in the direction of flow. This increase may be influenced by residence time, but underlying bedrock appears to control ground-water chemistry. The Ogallala Formation is underlain by Mesozoic rocks in the west and Permian rocks in the east. Mean concentration of dissolved solids in ground water from the Mesozoic rocks is 552 milligrams per liter and Permian rocks is 4,720 milligrams per liter. Mean concentration of dissolved solids for water in the Ogallala Formation is 396 milligrams per liter where it overlies Mesozoic rocks and 569 milligrams per liter where it overlies Permian rocks. Del sulfur-34 sulfate values range from a high of +6.9 parts per thousand to a low of -25.1 parts per thousand. Sulfate increases from about 20 milligrams per liter to more than 350 milligrams per liter from west to east. Increasing concentration of dissolved solids, lighter Del sulfur-34 values, and increasing sulfate concentration in the east implies that ground water or hydrogen sulfide from Permian rocks may be moving upward into the Ogallala Formation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8212","usgsCitation":"Krothe, N.C., and Oliver, J.W., 1982, Sulfur isotopic composition and water chemistry in water from the High Plains aquifer, Oklahoma Panhandle and southwestern Kansas: U.S. Geological Survey Water-Resources Investigations Report 82-12, 32 p. :maps ;28 cm., https://doi.org/10.3133/wri8212.","productDescription":"32 p. :maps ;28 cm.","costCenters":[],"links":[{"id":158630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0012/report-thumb.jpg"},{"id":56978,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0012/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699871","contributors":{"authors":[{"text":"Krothe, Noel C.","contributorId":41466,"corporation":false,"usgs":true,"family":"Krothe","given":"Noel","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":199297,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oliver, Joseph W.","contributorId":77970,"corporation":false,"usgs":true,"family":"Oliver","given":"Joseph","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199298,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28083,"text":"wri824064 - 1982 - A digital-computer model of the Big Sioux aquifer in Minnehaha County, South Dakota","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri824064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4064","title":"A digital-computer model of the Big Sioux aquifer in Minnehaha County, South Dakota","docAbstract":"A finite-difference digital model was used to simulate steady-state conditions of the Big Sioux aquifer in Minnehaha County. Average water levels and average base flow discharge (4.9 cu ft/s) of the Big Sioux River were based on data from 1970 through 1979. The computer model was calibrated for transient conditions by simulating monthly historic conditions for 1976. During 1976, pumpage was offset mostly by surface-water recharge to the aquifer from January through June and ground-water discharge from storage from July through December. Measured drawdowns during 1976 generally were less than 2 feet except in the Sioux Falls city well field where drawdowns were as much as 15 feet. The model was used to study the effects of increased withdrawals under three hypothetical hydrologic situations. One hypothetical situation consisted of using 1976 pumping rates, recharge, and evapotranspiration but the Big Sioux River dry. The pumping rate after 16 months was decreased by 40 percent from the actual pumping rate for that month in order to complete the monthly simulation without the storage being depleted at a nodal area. The second hypothetical situation consisted of a pumpage rate of 44.4 cubic feet per second from 60 wells spaced throughout the aquifer under historic 1976 hydrologic conditions. The results were that the aquifer could supply the additional withdrawal. The third hypothetical situation used the same hydrologic conditions as the second except that recharge was zero and the Big Sioux River was dry downstream from row 54. After 18 monthly simulations, the pumping rate was decreased by 44 percent to prevent pumping wells from depleting the aquifer, and, at that rate, 63 percent of the water being pumped was being replaced by water from the river. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824064","usgsCitation":"Koch, N., 1982, A digital-computer model of the Big Sioux aquifer in Minnehaha County, South Dakota: U.S. Geological Survey Water-Resources Investigations Report 82-4064, vii, 56 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824064.","productDescription":"vii, 56 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123457,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4064/report-thumb.jpg"},{"id":56903,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aed20","contributors":{"authors":[{"text":"Koch, N.C.","contributorId":67529,"corporation":false,"usgs":true,"family":"Koch","given":"N.C.","email":"","affiliations":[],"preferred":false,"id":199191,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28216,"text":"wri824048 - 1982 - Time of travel of selected Arkansas streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri824048","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4048","title":"Time of travel of selected Arkansas streams","docAbstract":"Between 1971 and 1981, time-of-travel and dispersion measurements were made in 15 streams in Arkansas. Most of the streams studied were at or near base flow. Graphs are presented for predicting traveltime of solutes in segments of the streams studied. The relationship of time of passage and peak unit concentration to traveltime is presented for two of the streams. Examples of use and application of the data are given. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824048","usgsCitation":"Lamb, T., 1982, Time of travel of selected Arkansas streams: U.S. Geological Survey Water-Resources Investigations Report 82-4048, v, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824048.","productDescription":"v, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159652,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4048/report-thumb.jpg"},{"id":57050,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4048/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699c84","contributors":{"authors":[{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":199410,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28159,"text":"wri824097 - 1982 - Hydrologic information for land-use planning, Badger Road area, Fairbanks, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri824097","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4097","title":"Hydrologic information for land-use planning, Badger Road area, Fairbanks, Alaska","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824097","usgsCitation":"Krumhardt, A., 1982, Hydrologic information for land-use planning, Badger Road area, Fairbanks, Alaska: U.S. Geological Survey Water-Resources Investigations Report 82-4097, iv, 18 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824097.","productDescription":"iv, 18 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120171,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4097/report-thumb.jpg"},{"id":56993,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4097/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6069b2","contributors":{"authors":[{"text":"Krumhardt, A.P.","contributorId":11253,"corporation":false,"usgs":true,"family":"Krumhardt","given":"A.P.","affiliations":[],"preferred":false,"id":199315,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28064,"text":"wri822 - 1982 - Quality of streams in the Bull Mountains region, south-central Montana","interactions":[],"lastModifiedDate":"2019-09-26T12:39:17","indexId":"wri822","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-2","title":"Quality of streams in the Bull Mountains region, south-central Montana","docAbstract":"In October 1977, water-quality monitoring stations were established on five small streams that drain the Bull Mountains and also on the Musselshell River to document present water-quality conditions in a coal area of south-central Montana. Relatively static water-quality conditions exist throughout the annual flow cycle on the small streams but water quality varies with time on the Musselshell River. The near absence of surface runoff in the Bull Mountains during the study and the dominance by the base-flow component account for stability of water quality in the small streams. High-mountain runoff coupled with storms and prairie runoff impact the base flow of the Musselshell River. Bicarbonate and sulfate were the principal anions and are present in nearly equal proportions in all small streams. Except for West Parrot Creek, magnesium was the most dominant cation. West Parrot Creek, which consistently contained the smallest levels of dissolved solids, had sodium rather than magnesium as the principal cation. Fattig Creek was highest in dissolved solids with an approximate concentration range of 900 to 2,100 milligrams per liter. Suspended-sediment discharge in the streams was relatively small; no stream exceeded 0.32 ton per day. The Musselshell River had dissolved solids concentrations that ranged from about 450 milligrams per liter during spring runoff to 1,800 milligrams per liter during periods of base flow. The sodium sulfate-type water, which is common during base flow, is diluted during runoff with water having principal ions of calcium, magnesium, and bicarbonate. Suspended-sediment loads ranged from 0.56 to 37,300 tons per day and correlated directly to stream discharge. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri822","usgsCitation":"Knapton, J.R., 1982, Quality of streams in the Bull Mountains region, south-central Montana: U.S. Geological Survey Water-Resources Investigations Report 82-2, iv, 50 p., https://doi.org/10.3133/wri822.","productDescription":"iv, 50 p.","costCenters":[],"links":[{"id":157994,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Montana","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"id\":\"29\",\"properties\":{\"name\":\"Montana\",\"nation\":\"USA  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,{"id":28234,"text":"wri8218 - 1982 - Techniques for estimating the magnitude and frequency of floods in the Dallas - Fort Worth metropolitan area, Texas","interactions":[],"lastModifiedDate":"2021-11-02T19:22:57.165893","indexId":"wri8218","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-18","title":"Techniques for estimating the magnitude and frequency of floods in the Dallas - Fort Worth metropolitan area, Texas","docAbstract":"<p>Equations for predicting the magnitude and frequency of floods in the Dallas-Fort Worth metropolitan area were developed from recorded data from streams with drainage areas ranging in size from 1.25 to 66.4 square miles. The U. S. Geological Survey urban rainfall-runoff model was used to generate long-term flood-discharge record for gaged streams in the area. Simulated and recorded annual-peak data were subjected independently to log Pearson III frequency analyses. The results were weighted to determine appropriate discharges for selected 2-, 5-, 10-, 25-, 50-, and 100-year recurrence intervals. These T-year values were then used as the dependent variables in a multiple regression analysis. The independent variable determined to be statistically significant and retained in the resulting equations were drainage area and an urbanization index that expresses the degree of urban development. Analysis of the results shows that a land-use change from rural to fully urbanized is accompanied by a 180% increase in discharge of a flood with a 5-year recurrence interval and about 100% increase in discharge of a flood with a 100-year recurrence interval.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri8218","usgsCitation":"Land, L.F., Schroeder, E.E., and Hampton, B., 1982, Techniques for estimating the magnitude and frequency of floods in the Dallas - Fort Worth metropolitan area, Texas: U.S. Geological Survey Water-Resources Investigations Report 82-18, vi, 55 p., https://doi.org/10.3133/wri8218.","productDescription":"vi, 55 p.","numberOfPages":"61","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":258638,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0018/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":258639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0018/report-thumb.jpg"},{"id":391277,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35516.htm"}],"country":"United States","state":"Texas","city":"Dallas, Fort Worth","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.50091552734375,\n              32.63937487360669\n            ],\n            [\n              -97.50091552734375,\n              32.9464537926927\n            ],\n            [\n              -96.5863037109375,\n              32.9464537926927\n            ],\n            [\n              -96.5863037109375,\n              32.63937487360669\n            ],\n            [\n              -97.50091552734375,\n              32.63937487360669\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686320","contributors":{"authors":[{"text":"Land, Larry F.","contributorId":60612,"corporation":false,"usgs":true,"family":"Land","given":"Larry","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199439,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schroeder, Elmer E.","contributorId":38962,"corporation":false,"usgs":true,"family":"Schroeder","given":"Elmer","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199437,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hampton, B.B.","contributorId":43362,"corporation":false,"usgs":true,"family":"Hampton","given":"B.B.","email":"","affiliations":[],"preferred":false,"id":199438,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26643,"text":"wri824007 - 1982 - Hydrogeologic features of the alluvial deposits in the Owl Creek Valley, Bighorn Basin, Wyoming","interactions":[],"lastModifiedDate":"2023-01-09T21:59:42.56247","indexId":"wri824007","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4007","title":"Hydrogeologic features of the alluvial deposits in the Owl Creek Valley, Bighorn Basin, Wyoming","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824007","usgsCitation":"Cooley, M.E., and Head, W.J., 1982, Hydrogeologic features of the alluvial deposits in the Owl Creek Valley, Bighorn Basin, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-4007, Report: iv, 33 p.; 2 Plates: 40.14 x 17.81 inches and 39.92 x 14.79 inches, https://doi.org/10.3133/wri824007.","productDescription":"Report: iv, 33 p.; 2 Plates: 40.14 x 17.81 inches and 39.92 x 14.79 inches","costCenters":[],"links":[{"id":411593,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49149.htm","linkFileType":{"id":5,"text":"html"}},{"id":55520,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4007/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55519,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4007/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55521,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4007/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123296,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4007/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Bighorn Basin, Owl Creek Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -108.125,\n              43.625\n            ],\n            [\n              -108.375,\n              43.625\n            ],\n            [\n              -108.375,\n              43.5583\n            ],\n            [\n              -108.125,\n              43.5583\n            ],\n            [\n              -108.125,\n              43.625\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627e1f","contributors":{"authors":[{"text":"Cooley, M. E.","contributorId":89868,"corporation":false,"usgs":true,"family":"Cooley","given":"M.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196760,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Head, W. J.","contributorId":33719,"corporation":false,"usgs":true,"family":"Head","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196759,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28249,"text":"wri8232 - 1982 - Water quality of the three major tributaries to the Chesapeake Bay, the Susquehanna, Potomac, and James Rivers, January 1979 - April 1981","interactions":[],"lastModifiedDate":"2017-07-12T11:04:11","indexId":"wri8232","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-32","title":"Water quality of the three major tributaries to the Chesapeake Bay, the Susquehanna, Potomac, and James Rivers, January 1979 - April 1981","docAbstract":"<p>Water-quality constituent loads at the Fall Line stations of the Susquehanna, Potomac, and James Rivers, the three major tributaries to the Chesapeake Bay, can be estimated with reasonable accuracy by regression techniques, especially for wet periods of 1 year or more. Net transport of all nutrient species and most other constituents, especially those found in greatest concentrations associated with suspended material, is dominated by a few spring and storm-related high-flow events. Atrazine and 2,4-D are the two herbicides most consistently detected at the Fall Line of the Susquehanna and Potomac Rivers. Concentrations of total residual chlorine and low-molecular-weight, halogenated hydrocarbons at selected sites in estuaries to the upper Bay are generally at or below detection limits. When compared to the two other major tributaries, the James River has the lowest discharge-weighted-sulfate concentrations, presumably because of the lack of coal mining activity in this basin. This river also has lower total nitrogen concentrations. Ammonia concentrations and loads are decreasing at all three Fall Line stations, as is orthophosphate in the Susquehanna and Potomac Rivers. Slight increases in total nitrogen and nitrite plus nitrate concentrations in the Susquehanna River from 1969 to 1980 may warrant continued monitoring.</p><p>Analyses of data for this report confirm the previous suggestion that when water discharge of the Susquehanna River at Conowingo, Maryland, is below about 400,000 cubic feet per second, sediment, with sorbed nutrients and other constituents, is deposited behind the three hydroelectric dams on this river between Harrisburg, Pennsylvania, and its mouth. Discharges above 400,000 cubic feet per second resuspend these sediments and transport constituent loads to the Bay well in excess of loads transported by the Susquehanna River at Harrisburg. In addition to precipitation quantity and intensity, antecedent conditions and season of the year play a major role in the transport of sediments and their associated chemical constituents at all three stations.<br></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8232","usgsCitation":"Lang, D.J., 1982, Water quality of the three major tributaries to the Chesapeake Bay, the Susquehanna, Potomac, and James Rivers, January 1979 - April 1981: U.S. Geological Survey Water-Resources Investigations Report 82-32, vii, 64 p., https://doi.org/10.3133/wri8232.","productDescription":"vii, 64 p.","numberOfPages":"75","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":343691,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0032/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159220,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0032/report-thumb.jpg"}],"country":"United States","otherGeospatial":"James River, Potomac River, Susquehanna River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80,\n              37\n            ],\n            [\n              -75,\n              37\n            ],\n            [\n              -75,\n              42\n            ],\n            [\n              -80,\n              42\n            ],\n            [\n              -80,\n              37\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9807","contributors":{"authors":[{"text":"Lang, David J.","contributorId":36548,"corporation":false,"usgs":true,"family":"Lang","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199469,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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