This report, prepared in cooperation with the City of Austin, delineates the outcrop of the Edwards aquifer that is hydrologically associated with Barton Springs. The Edwards is a regional aquifer system in central Texas that extends in a narrow belt from Kinney County to Bell County (index map) and lies within an area locally known as the Balcones fault zone. Hydrologic boundaries separate the Edwards auifer into several parts. Barton Springs is the major discharge point of the part of the Edwards aquifer in the Austin area (southern Travis and northern Hays Counties).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr85643","usgsCitation":"Ardis, A.F., Slagle, D., and Snyder, F.R., 1985, Delineation of the outcrop of the Edwards Aquifer hydrologically associated with Barton Springs in the Austin area, Texas: U.S. Geological Survey Open-File Report 85-643, 20.25 x 30.96 inches, https://doi.org/10.3133/ofr85643.","productDescription":"20.25 x 30.96 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":78079,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0643/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":170918,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr85643.PNG"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab2e4b07f02db66f6e3","contributors":{"authors":[{"text":"Ardis, Ann F.","contributorId":96672,"corporation":false,"usgs":true,"family":"Ardis","given":"Ann","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":223912,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slagle, D.L.","contributorId":83931,"corporation":false,"usgs":true,"family":"Slagle","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":223911,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Snyder, Fred R.","contributorId":104135,"corporation":false,"usgs":true,"family":"Snyder","given":"Fred","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":223913,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30273,"text":"wri844121 - 1985 - Compilation of water resources development and hydrologic data of Saipan, Mariana Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri844121","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4121","title":"Compilation of water resources development and hydrologic data of Saipan, Mariana Islands","docAbstract":"Saipan is the largest island of the Northern Mariana Islands, a chain of 14 islands north of Guam. Saipan comprises one third of the land area of the islands. No long-term rainfall record is available at any location, but some rainfall records are for periods up to 16 years, some of which began in 1901. Average annual rainfall for the island is 81 inches, with the southern end receiving about 10 inches less annually than the rest of the island. The amount of rainfall which runs off in northeast Saipan ranges from 23 to 64 percent and averages about 40 percent. Runoff on the rest of the island is from springs or occurs only during heavy rainfall. Surface-water development appears impractical. Ground water is the main source of water for the island and production was almost 4 million gallons per day in 1982. However, chloride concentration in ground water exceeds 1,000 milligrams per liter in many locations. The average chloride concentration of the domestic water stays near the maximum permissible level (600 milligrams per liter). This report summarizes the history of the water-resources development and presents all available hydrologic data, including rainfall records since 1901, streamflow records since 1968, and drilling logs, pumping tests, chemical analyses, and production figures from 180 testholes and wells drilled on Saipan. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844121","usgsCitation":"Van der Brug, O., 1985, Compilation of water resources development and hydrologic data of Saipan, Mariana Islands: U.S. Geological Survey Water-Resources Investigations Report 84-4121, x, 578 p. :ill. ;28 cm., https://doi.org/10.3133/wri844121.","productDescription":"x, 578 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123890,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4121/report-thumb.jpg"},{"id":59056,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4121/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8408","contributors":{"authors":[{"text":"Van der Brug, Otto","contributorId":37347,"corporation":false,"usgs":true,"family":"Van der Brug","given":"Otto","email":"","affiliations":[],"preferred":false,"id":202968,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28593,"text":"wri854036 - 1985 - Cost-effectiveness of the stream-gaging program in North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:22:00","indexId":"wri854036","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4036","title":"Cost-effectiveness of the stream-gaging program in North Carolina","docAbstract":"This report documents the results of a study of the cost-effectiveness of the stream-gaging program in North Carolina. Data uses and funding sources are identified for the 146 gaging stations currently operated in North Carolina with a budget of $777,600 (1984). As a result of the study, eleven stations are nominated for discontinuance and five for conversion from recording to partial-record status. Large parts of North Carolina 's Coastal Plain are identified as having sparse streamflow data. This sparsity should be remedied as funds become available. Efforts should also be directed toward defining the efforts of drainage improvements on local hydrology and streamflow characteristics. The average standard error of streamflow records in North Carolina is 18.6 percent. This level of accuracy could be improved without increasing cost by increasing the frequency of field visits and streamflow measurements at stations with high standard errors and reducing the frequency at stations with low standard errors. A minimum budget of $762,000 is required to operate the 146-gage program. A budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, and with the optimum allocation of field visits, the average standard error is 17.6 percent.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854036","usgsCitation":"Mason, R., and Jackson, N., 1985, Cost-effectiveness of the stream-gaging program in North Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4036, vi, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854036.","productDescription":"vi, 109 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57422,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4036/report-thumb.jpg"}],"country":"United States","state":"North 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Carolina\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68460d","contributors":{"authors":[{"text":"Mason, R.R.","contributorId":34520,"corporation":false,"usgs":true,"family":"Mason","given":"R.R.","affiliations":[],"preferred":false,"id":200080,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jackson, N.M.","contributorId":47375,"corporation":false,"usgs":true,"family":"Jackson","given":"N.M.","affiliations":[],"preferred":false,"id":200081,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28879,"text":"wri854197 - 1985 - Evaluation of the effects of coal-mine reclamation on water quality in Big Four Hollow near Lake Hope, southeastern Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri854197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4197","title":"Evaluation of the effects of coal-mine reclamation on water quality in Big Four Hollow near Lake Hope, southeastern Ohio","docAbstract":"A subsurface clay dike and mine-entrance hydraulic seals were constructed from July 1979 through May 1980 by the Ohio Department if Natural Resources, Division of Reclamation to reduce acidic mine drainage from abandoned drift-mine complex 88 into Big Four Hollow Creek. Big Four Hollow Creek flows into Sandy Run--the major tributary to Lake Hope. A data-collection program was established in 1979 by the U.S. Geological Survey to evaluate effects of drift-mine sealing on surface-water systems of the Big Four Hollow Creek and Sandy Run area just below the mine.\r\n\r\nData collected by private consultants from 1970 through 1971 near the mouth of Big Four Hollow Creek (U.S. Geological Survey station 03201700) show that pH ranged from 2.7 to 4.8, with a median of 3.1. The calculated iron load was 50 pounds per day.\r\n\r\nData collecetd near the mouth of Big Four Hollow Creek (station 03201700) from 1971 through 1979 (before dike construction) show the daily pH ranged from 2.1 to 6.7; the median was 3.6. The daily specific conduction ranged from 72 to 3,500 microsiements per centimeter at 25? Celsius and averaged 770. The estimated loads of chemical constituents were: Sulfate, 1,100 pounds per day: iron, 54 pounds per day: and manganese, 12 pounds per day.\r\n\r\nAll postconstruction data collected at station 03201700 through the end of the project, May 1980 through June 30, 1983, show that the daily pH ranged from 2.4 to 7.7, with a median of 3.7. Daily specific conductance ranged from 87 to 3,200 microsiemens per centimeter and averaged 1,200. The estimated loads of chemical constituents for this period were: Sulfate, 1,000 pounds per day: iron, 44 pounds per day: and manganese, 16 pounds per day.\r\n\r\nStandard nonparametric statistical tests were performed on the data collected before and after reclamation. Differences at the 95-percent confidence level were found in the before- and after-reclamation data sets for specific conductance, aluminum, and manganese at station 03201700. Data collected during the first 6 months after reclamation indicated moderate improvement in water quality only because no highly mineralized water was leaking from the closed mine. Later, perhaps in Sepember 1980 increased hydraulic head behind the clay dike caused the mine water to seep out and degrade the stream-water quality.\r\n\r\nIn order to investigate leakages, dye was injected into two wells that penetrated the closed mine complex 88. One injection revealed that the dye moved to a discharge point at a nearby mine entrance known to be connected to complex 88. No discharge of dye was detected as a result of dye injection into the other well during the project.\r\n\r\nAcidic mine water continues to seep from the closed mine complex 88. A definitive evaluation of the effects of reclamation on the area's water quality cannot be made until the hydrologic system stabilizes.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854197","usgsCitation":"Nichols, V., 1985, Evaluation of the effects of coal-mine reclamation on water quality in Big Four Hollow near Lake Hope, southeastern Ohio: U.S. Geological Survey Water-Resources Investigations Report 85-4197, vi, 215 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854197.","productDescription":"vi, 215 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123882,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4197/report-thumb.jpg"},{"id":57754,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa447","contributors":{"authors":[{"text":"Nichols, V.E.","contributorId":97930,"corporation":false,"usgs":true,"family":"Nichols","given":"V.E.","email":"","affiliations":[],"preferred":false,"id":200551,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26914,"text":"wri854205 - 1985 - Effects of surface coal mining and reclamation on ground water in small watersheds in the Allegheny Plateau, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:23","indexId":"wri854205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4205","title":"Effects of surface coal mining and reclamation on ground water in small watersheds in the Allegheny Plateau, Ohio","docAbstract":"The hydrologic effects of surface coal mining in unlimited areas is difficult to predict, partly because of a lack of adequate data collected before and after mining and reclamation. In order to help provide data to assess the effects of surface mining on the hydrology of small basins in the coal fields of the eastern United States, the U.S. Bureau of Mines sponsored a comprehensive hydrologic study at three sites in the Ohio part of the Eastern Coal Province. These sites are within the unqlaciated part of the Allegheny Plateau, and are representative of similar coal-producing areas in Kentucky, West Virginia, and Pennsylvania. The U.S. Geological Survey was responsible for the ground-water phase of the study.\r\n\r\nThe aquifer system at each watershed consisted of two localized perched aquifers (top and middle) above a deeper, more regional aquifer. The premining top aquifer was destroyed by mining in each case, and was replaced by spoils during reclamation.\r\n\r\nThe spoils formed new top aquifers that were slowly becoming resaturated at the end of the study period. Water levels in the aquifers were about the same after reclamation as before mining, although levels rose in a few places. It appears that the underclay at the base of the new top aquifers at all three sites prevents significant downward leakage from the top aquifers to lower except in places where the layer may have been damaged during mining.\r\n\r\nWater in the top aquifers is a calcium sulfate type, whereas calcium bicarbonate type water predominated before mining. The median specific conductance of water in the new top aquifers was about 5 times greater than that of the original top aquifers in two of the watersheds, and 1 1/2 times the level of the original top aquifers in the third. Concentrations of dissolved sulfate, iron, and manganese in the top aquifers before mining generally did not exceed U.S. and Ohio Environmental Protection Agency drinking-water limits, but generally exceeded these limits after reclamation. Water-quality changes in the middle aquifers were minor by comparison. Water levels and water quality in the deeper, regional aquifers were unaffected by mining.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854205","usgsCitation":"Eberle, M., and Razem, A., 1985, Effects of surface coal mining and reclamation on ground water in small watersheds in the Allegheny Plateau, Ohio: U.S. Geological Survey Water-Resources Investigations Report 85-4205, iv, 13 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854205.","productDescription":"iv, 13 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123445,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4205/report-thumb.jpg"},{"id":55796,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4205/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c90a","contributors":{"authors":[{"text":"Eberle, Michael","contributorId":39770,"corporation":false,"usgs":true,"family":"Eberle","given":"Michael","email":"","affiliations":[],"preferred":false,"id":197237,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":197236,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":47716,"text":"wri854112 - 1985 - Maps of the Bonsall area of the San Luis Rey River valley, San Diego County, California, showing geology, hydrology, and ground-water quality","interactions":[],"lastModifiedDate":"2015-09-24T15:20:56","indexId":"wri854112","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4112","title":"Maps of the Bonsall area of the San Luis Rey River valley, San Diego County, California, showing geology, hydrology, and ground-water quality","docAbstract":"In November 1984, 84 wells and 1 spring in the Bonsall area of the San Luis Rey River valley were inventoried by U.S. Geological Survey personnel. Depth to water in 38 wells ranged from 1.3 to 38 ft and 23 wells had depths to water less than 10 feet. Dissolved solids concentration of water from 29 wells and 1 spring sampled in autumn 1983 and spring 1984 ranged from 574 to 2,370 mgs/L. Groundwater with a dissolved solids concentration less than 1,000 mgs/L was generally restricted to the eastern part of the aquifer. The total volume of alluvial fill in the Bonsall area is 113,000 acre-feet; the amount of groundwater storage available in the alluvial aquifer is 18,000 acre-feet. The alluvial aquifer is, in part, surrounded and underlain by colluvium and weathered crystalline rock that add some additional groundwater storage capacity to the system. Data in this report are presented on five maps showing well locations , thickness of alluvial fill, water level contours in November 1983 and hydrographs of selected wells, groundwater quality in spring 1960 and graphs showing changes in dissolved solids concentrations of water from selected wells with time, and groundwater quality in spring 1984. This report is part of a larger cooperative project between the Rainbow Municipal Irrigation District and the U.S. Geological Survey. The purpose of the larger project is to develop an appropriate groundwater management plan for the Bonsall area of the San Luis Rey River valley. (USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854112","usgsCitation":"Izbicki, J., 1985, Maps of the Bonsall area of the San Luis Rey River valley, San Diego County, California, showing geology, hydrology, and ground-water quality: U.S. Geological Survey Water-Resources Investigations Report 85-4112, 5 Plates: 27.66 x 29.98 inches or smaller, https://doi.org/10.3133/wri854112.","productDescription":"5 Plates: 27.66 x 29.98 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":308562,"rank":301,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-2.pdf","text":"Plate 2","size":"17,543 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":84625,"rank":300,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-1.pdf","text":"Plate 1","size":"16,080 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":169426,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4112/report-thumb.jpg"},{"id":308563,"rank":302,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-3.pdf","text":"Plate 3","size":"16,194 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":308564,"rank":303,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-4.pdf","text":"Plate 4","size":"17,766 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":308565,"rank":304,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4112/plate-5.pdf","text":"Plate 5","size":"15,405 KB","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"San Diego County","otherGeospatial":"San Luis Rey River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.32437133789061,\n 33.10879798900969\n ],\n [\n -117.32437133789061,\n 33.415967956844625\n ],\n [\n -116.96113586425781,\n 33.415967956844625\n ],\n [\n -116.96113586425781,\n 33.10879798900969\n ],\n [\n -117.32437133789061,\n 33.10879798900969\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc199","contributors":{"authors":[{"text":"Izbicki, John A. 0000-0003-0816-4408 jaizbick@usgs.gov","orcid":"https://orcid.org/0000-0003-0816-4408","contributorId":1375,"corporation":false,"usgs":true,"family":"Izbicki","given":"John A.","email":"jaizbick@usgs.gov","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":236066,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26977,"text":"wri854026 - 1985 - Small-area snow surveys on the northern plains of North Dakota","interactions":[],"lastModifiedDate":"2018-03-05T16:12:21","indexId":"wri854026","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4026","title":"Small-area snow surveys on the northern plains of North Dakota","docAbstract":"Snow-cover data are needed for many facets of hydrology. The variation in snow cover over small areas is the focus of this study. The feasibility of using aerial surveys to obtain information on the snow water equivalent of the snow cover in order to minimize the necessity of labor intensive ground snow surveys was- evaluated. A low-flying aircraft was used to measure attenuations of natural terrestrial gamma radiation by snow cover.
Aerial and ground snow surveys of eight 1-mile snow courses and one 4-mile snow course were used in the evaluation, with ground snow surveys used as the base to evaluate aerial data. Each of the 1-mile snow courses consisted of a single land use and all had the same terrain type (plane). The 4-mile snow course consists of a variety of land uses and the same terrain type (plane).
Using the aerial snow-survey technique, the snow water equivalent of the 1-mile snow courses was. measured with three passes of the aircraft. Use of more than one pass did not improve the results. The mean absolute difference between the aerial- and ground-measured snow water equivalents for the 1-mile snow courses was 26 percent (0.77 inches). The aerial snow water equivalents determined for the 1-mile snow courses were used to estimate the variations in the snow water equivalents over the 4-mile snow course. The weighted mean absolute difference for the 4-mile snow course was 27 percent (0.8 inches).
Variations in snow water equivalents could not be verified adequately by segmenting the aerial snow-survey data because of the uniformity found in the snow cover. On the 4-mile snow coirse, about two-thirds of the aerial snow-survey data agreed with the ground snow-survey data within the accuracy of the aerial technique ( + 0.5 inch of the mean snow water equivalent).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854026","usgsCitation":"Emerson, D.G., Carroll, T., and Steppuhn, H., 1985, Small-area snow surveys on the northern plains of North Dakota: U.S. Geological Survey Water-Resources Investigations Report 85-4026, iv, 22 p., https://doi.org/10.3133/wri854026.","productDescription":"iv, 22 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":55865,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4026/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157803,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4026/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbc69","contributors":{"authors":[{"text":"Emerson, Douglas G.","contributorId":40579,"corporation":false,"usgs":true,"family":"Emerson","given":"Douglas","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197350,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carroll, T.R.","contributorId":91534,"corporation":false,"usgs":true,"family":"Carroll","given":"T.R.","email":"","affiliations":[],"preferred":false,"id":197351,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Steppuhn, Harold","contributorId":25200,"corporation":false,"usgs":true,"family":"Steppuhn","given":"Harold","email":"","affiliations":[],"preferred":false,"id":197349,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28911,"text":"wri844337 - 1985 - Summary of hydrologic information for the Denver coal region, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri844337","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4337","title":"Summary of hydrologic information for the Denver coal region, Colorado","docAbstract":"A literature review of available hydrologic information for the Denver coal region is presented. Where little information is available, data from the U.S. Geological Survey 's WATSTORE data base are summarized. The information is divided into three categories: surface water, surface water quality, and groundwater. Data generally are lacking on surface water and surface water quality. The effects of man 's activities on streamflow quantity and quality are not known. Considerable literature is available on the major aquifers in the area, but less is known about the shallow groundwater system. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844337","usgsCitation":"Norris, J.M., Robson, S.G., and Parker, R.S., 1985, Summary of hydrologic information for the Denver coal region, Colorado: U.S. Geological Survey Water-Resources Investigations Report 84-4337, v, 68 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844337.","productDescription":"v, 68 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159122,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4337/report-thumb.jpg"},{"id":57781,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57782,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57783,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4337/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4337/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69915c","contributors":{"authors":[{"text":"Norris, J. M.","contributorId":87953,"corporation":false,"usgs":true,"family":"Norris","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200605,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robson, S. G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200606,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Parker, R. S.","contributorId":104510,"corporation":false,"usgs":true,"family":"Parker","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":200607,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30484,"text":"wri854324 - 1985 - Physical characteristics and chemical quality of selected springs in parts of Juab, Millard, Tooele, and Utah counties, Utah","interactions":[],"lastModifiedDate":"2022-02-23T12:10:51.838964","indexId":"wri854324","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4324","title":"Physical characteristics and chemical quality of selected springs in parts of Juab, Millard, Tooele, and Utah counties, Utah","docAbstract":"Hydrologic, geologic, and partial water quality data were collected at 90 selected springs in west-central Utah, and chemical analyses performed on water samples from 62 of the springs. Descriptions of the physiographic and geologic conditions, climate, and vegetation patterns for the study area are included. Allowable limits of certain chemical constituents in water for human and livestock consumption are included with the water quality data. Three classifications of springs were established based on physical characteristics of the springs, and chemical composition of the springflow: (1) mountain springs; (2) non-thermal valley springs, and (3) thermal valley springs. Mountain springs are in and near recharge areas, have seasonal variations of discharge and temperature, typically discharge from extrusive and metamorphic geohydrologic units, and generally discharge freshwater. Non-thermal valley springs are peripheral to recharge areas, have seasonal variations of discharge and temperature, typically discharge from a variety of geohydrologic units, and have variable water composition. Thermal valley springs are near topographic low areas of valleys , and have little seasonal variation of discharge or temperature. They typically discharge from unconsolidated deposits (but the discharge probably has flowed through buried carbonate geohydrologic units). They also have a considerable range of water composition that reflects the relative complexity of the groundwater system. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854324","usgsCitation":"Wilberg, D., and Stolp, B., 1985, Physical characteristics and chemical quality of selected springs in parts of Juab, Millard, Tooele, and Utah counties, Utah: U.S. Geological Survey Water-Resources Investigations Report 85-4324, vi, 39 p., https://doi.org/10.3133/wri854324.","productDescription":"vi, 39 p.","costCenters":[],"links":[{"id":123684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4324/report-thumb.jpg"},{"id":59266,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4324/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59267,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4324/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":59268,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4324/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","county":"Juab County, Millard County, Tooele County, Utah County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685b13","contributors":{"authors":[{"text":"Wilberg, Dale E.","contributorId":60215,"corporation":false,"usgs":true,"family":"Wilberg","given":"Dale E.","affiliations":[],"preferred":false,"id":203329,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stolp, Bernard J. 0000-0003-3803-1497","orcid":"https://orcid.org/0000-0003-3803-1497","contributorId":71942,"corporation":false,"usgs":true,"family":"Stolp","given":"Bernard J.","affiliations":[],"preferred":false,"id":203330,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28946,"text":"wri844191 - 1985 - Magnitude and frequency of floods in Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844191","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4191","title":"Magnitude and frequency of floods in Alabama","docAbstract":"Methods are presented to estimate flood magnitude for selected recurrence intervals for urban and rural streams with drainage areas from 1 to 22,000 square miles. Seven hydrologic areas were delineated and regression equations were developed for six areas. Hydrologic data could not be regionalized for the seventh area. Drainage area was the only independent variable used in the equations for five hydrologic areas. Drainage area and a storage factor were used in the equations for the other area. One hydrologic area, located in the central part of the State, has flood runoffs two to four times greater than the other areas. It is recommended that the rural equations be used for estimates of flood magnitudes for both urban and rural streams in the hydrologic area. Rivers with drainage areas greater than 1,500 square miles could not be regionalized. Estimating methods for these rivers are shown graphically. Maximum flood magnitudes versus drainage area also are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844191","usgsCitation":"Olin, D., 1985, Magnitude and frequency of floods in Alabama: U.S. Geological Survey Water-Resources Investigations Report 84-4191, v, 105 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844191.","productDescription":"v, 105 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":120142,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4191/report-thumb.jpg"},{"id":57822,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4191/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57823,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4191/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649534","contributors":{"authors":[{"text":"Olin, D.A.","contributorId":106905,"corporation":false,"usgs":true,"family":"Olin","given":"D.A.","email":"","affiliations":[],"preferred":false,"id":200660,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25526,"text":"wri854030 - 1985 - Geohydrology of rocks penetrated by test well USW H-4, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:21","indexId":"wri854030","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4030","title":"Geohydrology of rocks penetrated by test well USW H-4, Yucca Mountain, Nye County, Nevada","docAbstract":"Test well USW H-4 is one of several wells drilled in the southwestern part of the Nevada Test Site for hydraulic testing, hydrologic monitoring, and geophysical logging. The work was performed in cooperation with the U.S. Department of Energy. The rocks penetrated by the well to a total depth of 1,219 m were volcanic tuffs of Tertiary age. Hydraulic coefficients calculated from pumping test data indicate that transmissivity ranged from 200 to 790 sq m/day. A radioactive tracer, borehole flow survey indicated that the two most productive zones during this borehole flow survey occurred in the upper part of the Bullfrog Member of the Crater Flat Tuff, depth interval from 721 to 731.5m, and in the underlying part of the Tram Member, depth interval from 864 to 920m. The water is predominantly a sodium biocarbonate type with small concentrations of calcium, magnesium, and sulfate. The apparent age of this composite water sample was determined by carbon-14 date of 17,200 years before present. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri854030","usgsCitation":"Whitfield, M., Eshom, E., Thordarson, W., and Schaefer, D.H., 1985, Geohydrology of rocks penetrated by test well USW H-4, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 85-4030, iv, 33 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854030.","productDescription":"iv, 33 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":118981,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4030/report-thumb.jpg"},{"id":54242,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4030/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a3f","contributors":{"authors":[{"text":"Whitfield, M.S.","contributorId":69547,"corporation":false,"usgs":true,"family":"Whitfield","given":"M.S.","email":"","affiliations":[],"preferred":false,"id":194048,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eshom, E.P.","contributorId":83127,"corporation":false,"usgs":true,"family":"Eshom","given":"E.P.","email":"","affiliations":[],"preferred":false,"id":194049,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":194047,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Schaefer, D. H.","contributorId":84763,"corporation":false,"usgs":true,"family":"Schaefer","given":"D.","middleInitial":"H.","affiliations":[],"preferred":false,"id":194050,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":29018,"text":"wri844247 - 1985 - Estimation of selected flow and water-quality characteristics of Alaskan streams","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844247","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4247","title":"Estimation of selected flow and water-quality characteristics of Alaskan streams","docAbstract":"Although hydrologic data are either sparse or nonexistent for large areas of Alaska, the drainage area, area of lakes, glacier and forest cover, and average precipitation in a hydrologic basin of interest can be measured or estimated from existing maps. Application of multiple linear regression techniques indicates that statistically significant correlations exist between properties of basins determined from maps and measured streamflow characteristics. This suggests that corresponding characteristics of ungaged basins can be estimated. Streamflow frequency characteristics can be estimated from regional equations developed for southeast, south-central and Yukon regions. Statewide or modified regional equations must be used, however, for the southwest, northwest, and Arctic Slope regions where there is a paucity of data. Equations developed from basin characteristics are given to estimate suspended-sediment values for glacial streams and, with less reliability, for nonglacial streams. Equations developed from available specific conductance data are given to estimate concentrations of major dissolved inorganic constituents. Suggestions are made for expanding the existing data base and thus improving the ability to estimate hydrologic characteristics for Alaskan streams. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844247","usgsCitation":"Parks, B., and Madison, R.J., 1985, Estimation of selected flow and water-quality characteristics of Alaskan streams: U.S. Geological Survey Water-Resources Investigations Report 84-4247, v, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844247.","productDescription":"v, 64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159516,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4247/report-thumb.jpg"},{"id":57883,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4247/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d5e3","contributors":{"authors":[{"text":"Parks, Bruce","contributorId":87542,"corporation":false,"usgs":true,"family":"Parks","given":"Bruce","email":"","affiliations":[],"preferred":false,"id":200799,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Madison, R. J.","contributorId":84734,"corporation":false,"usgs":true,"family":"Madison","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200798,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28179,"text":"wri844324 - 1985 - Hydrology of Fritchie Marsh, coastal Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri844324","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4324","title":"Hydrology of Fritchie Marsh, coastal Louisiana","docAbstract":"Fritchie Marsh, near Slidell, Louisiana, is being considered as a disposal site for sewage effluent. A two-dimensional, finite element, surface water modeling systems was used to solve the shallow water equations for flow. Factors affecting flow patterns are channel locations, inlets, outlets, islands, marsh vegetation, marsh geometry, stage of the West Pearl River, flooding over the lower Pearl River basin, gravity tides, wind-induced currents, and sewage discharge to the marsh. Four steady-state simulations were performed for two hydrologic events at two rates of sewage discharge. The events, near tide with no wind or rain and neap tide with a tide differential across the marsh, were selected as worst-case events for sewage effluent dispersion and were assumed as steady state events. Because inflows and outflows to the marsh are tidally affected, steady state simulations cannot fully define the hydraulic characteristics of the marsh for all hydrologic events. Model results and field data indicate that, during near tide with little or no rain, large parts of the marsh are stagnant; and sewage effluent, at existing and projected flows, has minimal effect on marsh flows. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844324","usgsCitation":"Kuniansky, E., 1985, Hydrology of Fritchie Marsh, coastal Louisiana: U.S. Geological Survey Water-Resources Investigations Report 84-4324, iv, 23 p. :ill., maps (one col.) ;28 cm., https://doi.org/10.3133/wri844324.","productDescription":"iv, 23 p. :ill., maps (one col.) ;28 cm.","costCenters":[],"links":[{"id":123790,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4324/report-thumb.jpg"},{"id":57012,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4324/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57013,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4324/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57014,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4324/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57015,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4324/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604935","contributors":{"authors":[{"text":"Kuniansky, E. L.","contributorId":82342,"corporation":false,"usgs":true,"family":"Kuniansky","given":"E. L.","affiliations":[],"preferred":false,"id":199343,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26992,"text":"wri854066 - 1985 - Identification and characterization of hydrologic properties of fractured tuff using hydraulic and tracer tests — Test well USW H-4, Yucca Mountain, Nye County, Nevada","interactions":[],"lastModifiedDate":"2022-01-20T20:17:47.456542","indexId":"wri854066","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4066","title":"Identification and characterization of hydrologic properties of fractured tuff using hydraulic and tracer tests — Test well USW H-4, Yucca Mountain, Nye County, Nevada","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854066","usgsCitation":"Erickson, J., and Waddell, R.K., 1985, Identification and characterization of hydrologic properties of fractured tuff using hydraulic and tracer tests — Test well USW H-4, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 85-4066, Report: iv, 30 p.; 1 Plate: 20.14 × 26.46 inches, https://doi.org/10.3133/wri854066.","productDescription":"Report: iv, 30 p.; 1 Plate: 20.14 × 26.46 inches","costCenters":[],"links":[{"id":394611,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36246.htm"},{"id":55878,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4066/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4066/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121854,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4066/report-thumb.jpg"}],"country":"United States","state":"Nevada","county":"Nye County","otherGeospatial":"test well USW H-4, Yucca Mountain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.467,\n 36.833\n ],\n [\n -116.443,\n 36.833\n ],\n [\n -116.443,\n 36.85\n ],\n [\n -116.467,\n 36.85\n ],\n [\n -116.467,\n 36.833\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faafb","contributors":{"authors":[{"text":"Erickson, J.R.","contributorId":66689,"corporation":false,"usgs":true,"family":"Erickson","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":197371,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waddell, R. K.","contributorId":25560,"corporation":false,"usgs":true,"family":"Waddell","given":"R.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":197370,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29066,"text":"wri854256 - 1985 - Hydrology and its effects on distribution of vegetation in Congaree Swamp National Monument, South Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:52:47","indexId":"wri854256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4256","title":"Hydrology and its effects on distribution of vegetation in Congaree Swamp National Monument, South Carolina","docAbstract":"Congaree Swamp National Monument preserves a large stand of old-growth southern bottomland hardwood forest on the flood plain of the Congaree River. The distribution of vegetation types in the Monument is controlled by duration of saturated soil conditions during the growing season, which is related to duration of inundation by the flooding river. During dry periods upland streams fed by seepage from shallow and deep aquifers supply water to the flood plain, and the potentiometric gradient in the flood plain slopes toward the river. During floods river water flows into the flood plain through breaches in the natural levee, inundating as much as 90 percent of the Monument an average of once per year. During floods the potentiometric gradient briefly slopes away from the river. The frequency of large floods has decreased slightly since completion of Lake Murray Dam in 1929.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Columbia, SC","doi":"10.3133/wri854256","usgsCitation":"Patterson, G.G., Speiran, G.K., and Whetstone, B.H., 1985, Hydrology and its effects on distribution of vegetation in Congaree Swamp National Monument, South Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4256, vi, 31 p., https://doi.org/10.3133/wri854256.","productDescription":"vi, 31 p.","numberOfPages":"40","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":159564,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri854256.jpg"},{"id":330783,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4256/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","otherGeospatial":"Congaree River, Congaree Swamp National Monument","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.10931396484374,\n 33.7437547178534\n ],\n [\n -81.10931396484374,\n 34.01510358992116\n ],\n [\n -80.63552856445312,\n 34.01510358992116\n ],\n [\n -80.63552856445312,\n 33.7437547178534\n ],\n [\n -81.10931396484374,\n 33.7437547178534\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e891","contributors":{"authors":[{"text":"Patterson, Glenn G.","contributorId":9653,"corporation":false,"usgs":true,"family":"Patterson","given":"Glenn","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200891,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Speiran, Gary K. 0000-0002-6505-1170 gspeiran@usgs.gov","orcid":"https://orcid.org/0000-0002-6505-1170","contributorId":3233,"corporation":false,"usgs":true,"family":"Speiran","given":"Gary","email":"gspeiran@usgs.gov","middleInitial":"K.","affiliations":[{"id":614,"text":"Virginia Water Science Center","active":true,"usgs":true}],"preferred":true,"id":200892,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Whetstone, Benjamin H.","contributorId":68840,"corporation":false,"usgs":true,"family":"Whetstone","given":"Benjamin","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":200893,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29486,"text":"wri844206 - 1985 - Ground-water hydrology of Volusia County, Florida, with emphasis on occurrence and movement of brackish water","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri844206","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"84-4206","title":"Ground-water hydrology of Volusia County, Florida, with emphasis on occurrence and movement of brackish water","docAbstract":"Brackish water is present in the eastern and western fringes of Volusia County, Florida in the surficial aquifer and in the Floridan aquifer system. Average pumpage in 1980 in Volusia County was 66 million gallons per day. Water levels in the Floridan aquifer system declined more than 10 feet over an area of 70 square miles from 1955 to 1982. The annual water budget of the budget of the Floridan aquifer system consists of 5 inches downward leakage inflow, 1 inch upward leakage outflow, 1 inch horizontal inflow, 1.5 inches horizontal outflow, 2.5 inches discharge from springs and flowing wells, and 1 inch pumpage. Saltwater intrusion is occurring in the surficial aquifer on the barrier island. There is little evidence that intrusion is occurring uniformly over large areas in the Floridan aquifer system. Vertical intrusion is occurring at sites of public-supply pumping. Many of these wells in the fringes of the county have been abandoned and replaced by wells closer to the central part of the county. Minimizing well depth is probably the single most effective step against intrusion. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844206","usgsCitation":"Rutledge, A.T., 1985, Ground-water hydrology of Volusia County, Florida, with emphasis on occurrence and movement of brackish water: U.S. Geological Survey Water-Resources Investigations Report 84-4206, vii, 84 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844206.","productDescription":"vii, 84 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123109,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4206/report-thumb.jpg"},{"id":58329,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4206/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db668d05","contributors":{"authors":[{"text":"Rutledge, A. T.","contributorId":38532,"corporation":false,"usgs":true,"family":"Rutledge","given":"A.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":201597,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29198,"text":"wri854220 - 1985 - Dissolved constituents including selenium in waters in the vicinity of Kesterson National Wildlife Refuge and the west grassland, Fresno and Merced Counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri854220","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4220","title":"Dissolved constituents including selenium in waters in the vicinity of Kesterson National Wildlife Refuge and the west grassland, Fresno and Merced Counties, California","docAbstract":"Analyses were made for dissolved constituents including selenium (Se) in waters associated with subsurface agricultural drainage from the western San Joaquin Valley of California. In the vicinity of Kesterson National Wildlife Refuge and the Grassland wetlands area Se was found to be mobilized in water. As a consequence of this mobility and bioaccumulation in the aquatic food chain, Se occurred in waterfowl at levels toxic enough to cause deformities and deaths. Se concentrations in sumps that collect subsurface agricultural drainage water and inflows to drains sampled, ultimately leading into Kesterson National Wildlife Refuge and the Grassland, ranged from 84 to 4200 microgram/L (ug/L) Se. Levels of Se were reduced in the San Luis Drain flowing into Kesterson National Wildlife Refute to approximately 300 ug/L Se and in three of the drains sampled flowing into the Grassland to approximately 50 ug/L Se. Serious effects on water fowl habitat were caused by both these levels. Se contents of algal mats and salt crusts from evaporation ponds of the San Luis Drain contained up to parts per million Se. Total ecosystem assessment of Se may be necessary for the evaluation of the toxicity of Se to the environment. No other trace element reported exceeded the various criteria for water at the level of magnitude of Se. Other dissolved constituents and the isotopic ratios of oxygen and hydrogen were analyzed to elucidate water types, reaction states of the aqueous solution with respect to minerals, and the origin of mixed waters. These data will be used later to evaluate the geologic source of Se. Methods used for collection and analysis are described and documented. Hydrologic effects were found to be complex. Preliminary indications from wells are also given. A historical sequence is adhered to and other data from the study area which serve as a guide to the toxicity of Se are included. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854220","usgsCitation":"Presser, T.S., and Barnes, I., 1985, Dissolved constituents including selenium in waters in the vicinity of Kesterson National Wildlife Refuge and the west grassland, Fresno and Merced Counties, California: U.S. Geological Survey Water-Resources Investigations Report 85-4220, vi, 73 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854220.","productDescription":"vi, 73 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123319,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4220/report-thumb.jpg"},{"id":58059,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4220/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a281","contributors":{"authors":[{"text":"Presser, T. S.","contributorId":93875,"corporation":false,"usgs":true,"family":"Presser","given":"T.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":201130,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, Ivan","contributorId":56619,"corporation":false,"usgs":true,"family":"Barnes","given":"Ivan","email":"","affiliations":[],"preferred":false,"id":201129,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29469,"text":"wri854239 - 1985 - Hydrology of the alluvial, buried channel, basal Pleistocene and Dakota aquifers in west-central Iowa","interactions":[],"lastModifiedDate":"2017-05-19T18:23:07","indexId":"wri854239","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4239","title":"Hydrology of the alluvial, buried channel, basal Pleistocene and Dakota aquifers in west-central Iowa","docAbstract":"A ground-water resources investigation in west-central Iowa indicates that water is available from alluvial, buried channel, basal Pleistocene, and Dakota aquifers. The west-central Iowa area includes Audubon, Carrol1, Crawford, Greene, Guthrie, Harrison, Monona, and Shelby Counties.
\nNine alluvial aquifers consisting of sand and gravel are in the valleys of the Little Sioux, Maple, Soldier, Boyer, West Nishnabotna, East Nishnabotna, South Raccoon, Middle Raccoon, and North Raccoon Rivers. These aquifers contain about 870,000 acre-feet of water that is potentially available to wells. Potential well yields generally are less than 50 gallons per minute. The water generally is very hard (greater than 180 milligrams per liter hardness as calcium carbonate), is a calcium bicarbonate type, and has an average dissolved-solids concentration of less than 600 milligrams per liter.
\nSeven buried channel aquifers Anthon, Denison, Fremont, Hardin Creek, Adaza, Beaver, and Bagley consisting of sand and gravel, underlie about 594 square miles in west-central Iowa and contain about 65,000 acre-feet of water potentially available to wells. Potential well yields of as much as 1,000 gallons per minute are possible in a few of the deeper and thicker parts of some of the buried channel aquifers, but well yields of 10 to 100 gallons per minute are more common. Water generally is very hard, is a calcium bicarbonate type, and has an average dissolved-solids concentration of 400 to 800 milligrams per liter in the shallow buried channel aquifers in Carrol1, Greene, and Guthrie Counties. In the deep buried channel aquifer in Audubon, Crawford, Harrison, Monona, and Shelby counties, the water generally is very hard, is a sodium sulfate or calcium sulfate type, and has an average dissolved-solids concentrations of 3,000 milligrams per liter.
\nThe basal Pleistocene aquifer is at the base of the Pleistocene deposits on many bedrock ridges and consists of sand and gravel. Estimated well yields of as much as 500 gallons per minute can be obtained from the aquifer; however, 5 to 50 gallons per minute are more common. Water from the basal Pleistocene aquifer generally is very hard, is a calcium bicarbonate or calcium sulfate type, and has an average dissolved-solids concentration of 1,000 milligrams per liter.
\nThe Dakota aquifer consists of the saturated sandstone and gravel units in the Dakota Formation. Isolated erosional remnants of the Dakota Formation form the caps of many bedrock ridges. The Dakota Formation is thickest where the bedrock surface is relatively high and flat, forming an ancient, buried, surface-water divide between southwest and southeast trending buried drainages in Audubon, Carroll, and Guthrie Counties. Sandstone thickness of as much as 150 feet exists in Guthrie County, but an average thickness of 30 feet is more common. Water from wells less than 200 feet deep generally is a calcium bicarbonate type and has an average dissolved-solids concentration of 650 milligrams per liter. Water from wells more than 200 feet deep generally is a calcium sulfate or sodium bicarbonate type and has an average dissolved-solids concentrations of 2,200 milligrams per liter.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri854239","collaboration":"Prepared in cooperation with Geological Survey Bureau, Iowa Department of Natural Resources, and University of Iowa Hygienic Laboratory","usgsCitation":"Runkle, D., 1985, Hydrology of the alluvial, buried channel, basal Pleistocene and Dakota aquifers in west-central Iowa: U.S. Geological Survey Water-Resources Investigations Report 85-4239, ix, 111 p.: ill., maps; 28 cm., https://doi.org/10.3133/wri854239.","productDescription":"ix, 111 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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A hydrologic study was conducted in the area to describe existing hydrologic systems and to assess potential impacts of surface coal mining on local water resources. Hydrologic data collected from private wells, observation wells, test holes, and springs indicate that the aquifers are primarily coal and sandstone beds in the upper part of the Tongue River Member of the Fort Union Formation (Paleocene age) and sand and gravel of valley alluvium (Pleistocene and Holocene age). Surface-water resources are mostly limited to a few stock ponds receiving discharge from springs in the higher ports of the area. Two stock wells, one spring, and three stock ponds receiving discharge from springs supply most of the water used within the Horse Creek basin; the only use is watering of livestock. Mining of the Anderson and Dietz coal beds would destroy one stock well and two ponds receiving discharge from springs, and would lower the potentiometric surface within the coal and sandstone aquifers. Although mining would alter existing hydrologic systems, alternative deeper water supplies are available. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844239","usgsCitation":"McClymonds, N.E., 1985, Potential effects of surface coal mining on the hydrology of the Horse Creek area, Sheridan and Moorhead coal fields, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4239, v, 61 p., https://doi.org/10.3133/wri844239.","productDescription":"v, 61 p.","costCenters":[],"links":[{"id":57476,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4239/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120072,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4239/report-thumb.jpg"},{"id":393996,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36088.htm"}],"country":"United States","state":"Montana","otherGeospatial":"Horse Creek area, Sheridan and Moorhead coal fields","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -106.492,\n 45.075\n ],\n [\n -106.305,\n 45.075\n ],\n [\n -106.305,\n 45.158\n ],\n [\n -106.492,\n 45.158\n ],\n [\n -106.492,\n 45.075\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a83d1","contributors":{"authors":[{"text":"McClymonds, N. 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The work was performed in cooperation with the U.S. Department of Energy. The rocks penetrated by the well to a total depth of 1,219 meters were volcanic tuffs of Tertiary age. The most transmissive zone in this well is in the upper part of the Tram Member of the Crater Flat Tuff that was penetrated at a depth from 809 to 841 meters; transmissivity is about 7 x 10 -1 meter squared per day. The remainder of the rocks penetrated between the depths of 841 to 1,219 meters have a transmissivity of about 4 x 10 -1 meter squared per day and are predominatly in the Tram Member of the Crater Flat Tuff and the Lithic Ridge Tuff in the depths from 841 to 1,219 meters. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844272","usgsCitation":"Thordarson, W., Rush, F., and Waddell, S.J., 1985, Geohydrology of test well USW H-3, Yucca Mountain, Nye County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4272, vi, 44 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844272.","productDescription":"vi, 44 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":121462,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4272/report-thumb.jpg"},{"id":58955,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a00","contributors":{"authors":[{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":202755,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rush, F. E.","contributorId":56234,"corporation":false,"usgs":true,"family":"Rush","given":"F. E.","affiliations":[],"preferred":false,"id":202757,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Waddell, S. J.","contributorId":29839,"corporation":false,"usgs":true,"family":"Waddell","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202756,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29386,"text":"wri854097 - 1985 - Hydrology of the Reelfoot Lake basin, Obion and Lake counties, northwestern Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:55","indexId":"wri854097","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4097","title":"Hydrology of the Reelfoot Lake basin, Obion and Lake counties, northwestern Tennessee","docAbstract":"Nine maps describe the following water resources aspects of the Reelfoot Lake watershed: Map 1-Surface water gaging stations, lake level, and locations of observation wells, rainfall stations and National Weather Service rainfall stations; Maps 2 and 3-water level contours, river stage, groundwater movement; Maps 4 and 5-grid blocks simulating constant head on the Mississippi River, Reelfoot Lake, Running Reelfoot Bayou, Reelfoot Creek, and Running Slough; Maps 6 and 7-difference between model calculated and observed water levels; and Maps 8 and 9-line of equal groundwater level increase and approximate lake area at pool elevation. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854097","usgsCitation":"Robbins, C.H., 1985, Hydrology of the Reelfoot Lake basin, Obion and Lake counties, northwestern Tennessee: U.S. Geological Survey Water-Resources Investigations Report 85-4097, iv, 29 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854097.","productDescription":"iv, 29 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2426,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri85-4097","linkFileType":{"id":5,"text":"html"}},{"id":159763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":58231,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4097/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58232,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4097/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58233,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4097/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58234,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4097/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58235,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4097/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58236,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4097/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58237,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4097/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58238,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4097/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58239,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4097/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdbc7","contributors":{"authors":[{"text":"Robbins, C. 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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1403F","usgsCitation":"Ryder, P., 1985, Hydrology of the Floridan aquifer system in west-central Florida: U.S. Geological Survey Professional Paper 1403, Report: 63 p.; 1 Plate: 35.00 x 30.00 inches, https://doi.org/10.3133/pp1403F.","productDescription":"Report: 63 p.; 1 Plate: 35.00 x 30.00 inches","costCenters":[],"links":[{"id":67367,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1403f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":484708,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4838.htm","linkFileType":{"id":5,"text":"html"}},{"id":119436,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1403f/report-thumb.jpg"},{"id":67368,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1403f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -83.1217,\n 29.7369\n ],\n [\n -83.1217,\n 26.5789\n ],\n [\n -81.4525,\n 26.5789\n ],\n [\n -81.4525,\n 29.7369\n ],\n [\n -83.1217,\n 29.7369\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601e94","contributors":{"authors":[{"text":"Ryder, P.D.","contributorId":104021,"corporation":false,"usgs":true,"family":"Ryder","given":"P.D.","email":"","affiliations":[],"preferred":false,"id":221918,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}