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Water-quality data, collected at 57 hydrologic bench-mark stations in 37 States, allow the definition of water quality in the 'natural' environment and the comparison of 'natural' water quality with water quality of major streams draining similar water-resources regions. Results indicate that water quality in the 'natural' environment is generally very good. Streams draining hydrologic bench-mark basins generally contain low concentrations of dissolved constituents. Water collected at the hydrologic bench-mark stations was analyzed for the following minor metals: arsenic, barium, cadmium, hexavalent chromium, cobalt, copper, lead, mercury, selenium, silver, and zinc. Of 642 analyses, about 65 percent of the observed concentrations were zero. Only three samples contained metals in excess of U.S. Public Health Service recommended drinking-water standards--two selenium concentrations and one cadmium concentration. A total of 213 samples were analyzed for 11 pesticidal compounds. Widespread but very low-level occurrence of pesticide residues in the 'natural' environment was found--about 30 percent of all samples contained low-level concentrations of pesticidal compounds. The DDT family of pesticides occurred most commonly, accounting for 75 percent of the detected occurrences. The highest observed concentration of DDT was 0.06 microgram per litre, well below the recommended maximum permissible in drinking water. Nitrate concentrations in the 'natural' environment generally varied from 0.2 to 0.5 milligram per litre. The average concentration of nitrate in many major streams is as much as 10 times greater. The relationship between dissolved-solids concentration and discharge per unit area in the 'natural' environment for the various physical divisions in the United States has been shown to be an applicable tool for approximating 'natural' water quality. The relationship between dissolved-solids concentration and discharge per unit area is applicable in all the physical divisions of the United States, except the Central Lowland province of the Interior Plains, the Great Plains province of the Interior Plains, and the Basin and Ridge province of the Intermontane Plateaus. The relationship between dissolved-solids concentration and discharge per unit area is least variable in the New England province and Blue Ridge province of the Appalachian Highlands. The dissolved-solids concentration versus discharge per unit area in the Central Lowland province of the Interior Plains is highly variable. A sample collected from the hydrologic bench-mark station at Bear Den Creek near Mandaree, N. Dak., contained 3,420 milligrams per litre dissolved solids. This high concentration in the 'natural' environment indicates that natural processes can be principal agents in modifying the environment and can cause degradation. Average annual runoff and rock type can be used as predictive tools to determine the maximum dissolved-solids concentration expected in the 'natural' environment.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir460E","usgsCitation":"Biesecker, J.E., and Leifeste, D.K., 1974, Water quality of hydrologic bench marks; an indicator of water quality in the natural environment: U.S. Geological Survey Circular 460, iv, 21 p. :ill. ;26 cm., https://doi.org/10.3133/cir460E.","productDescription":"iv, 21 p. :ill. ;26 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":124414,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1974/0460e/report-thumb.jpg"},{"id":31252,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1974/0460e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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States\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f99ce","contributors":{"authors":[{"text":"Biesecker, James E.","contributorId":104042,"corporation":false,"usgs":true,"family":"Biesecker","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":148287,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leifeste, Donald K.","contributorId":11595,"corporation":false,"usgs":true,"family":"Leifeste","given":"Donald","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":148286,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38692,"text":"pp813A - 1974 - Summary appraisals of the nation's ground-water resources – Ohio region","interactions":[],"lastModifiedDate":"2021-12-14T22:00:26.316554","indexId":"pp813A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"813","chapter":"A","title":"Summary appraisals of the nation's ground-water resources – Ohio region","docAbstract":"

Ground water in the Ohio Region is a large, important, and manageable resource that should have a significant role in regional water development.

\n

On the basis of a comparison of ground-water withdrawals with estimated ground-water recharge, it appears that the ground-water resources of the Ohio Region probably will not be used at full potential under existing development plans. Annual ground-water use (1960) by municipalities and rural residents was about 1,000 million gallons per day. Average annual regional ground-water recharge is about 35,000 million gallons per day. Therefore, base-year (1960) municipal and rural ground-water use is only about 3 percent of recharge. Annual regionwide ground-water use (1965) by industry also is only about 3 percent of recharge.

\n

Not all ground water in storage is recoverable for development, but estimates of the amounts that can be obtained from storage, under specified conditions, are calculated to show the magnitude of water that is available. Total potable ground water available from storage in the outwash and alluvial aquifers in the Ohio River valley and the subbasins is about 23,000 billion gallons. This about four times the floodcontrol storage of all Ohio Region Corps of Engineers reservoirs constructed, under construction, or in advance planning as of July 1965. Approximately 85,000 billion gallons of potable ground water is available from storage in the region in aquifers other than the outwash and alluvial aquifers. This is about 20 percent of estimated storage in Lake Ontario.

\n

About 5 percent of the region has ground-water resources capable of supplying more than local needs. For example, under certain specified conditions the excess of ground-water recharge over base-year (1960) ground-water use is available for 22 million additional people in the Wabash subbasin; for 4, 1.5, and 12 million additional people, respectively, in the Miami, lower Scioto, and Allegheny subbasins; for 5 million additional people in the Ohio River valley; or for equivalent quantities of water supply for industrial or a~ricultural expansion or other use. A reasonable assumption is that much of the available ground water in these areas can be pumped and transported to reasonably distant points of need.

\n

The Wabash and White subbasins probably have the highest potential of all Ohio River subbasins for additional ground-water development. About 30,000 billion gallons, or about 28 percent of the total potable ground water available from storage in the Ohio Region, is in storage in these subbasins. Estimated average annual ground-water recharge in the Wabash and White subbasins is 7,300 million gallons per day. Annual ground-water use (1960) by municipalities and rural residents of the subbasins of about 220 million gallons per day is only about 3 percent of estimated annual ground-water recharge and only about 0.3 percent of the potable ground water in storage in the subbasins. Also, many high-yield aquifers are present and offer excellent reservoir-manipulation possibilities in conjunction with existing and planned surface reservoirs.

\n

Practically all areas of high population density in the Ohio Region have the potential for development of ground-water resources. The Indianapolis, Ind., area probably has the highest potential.

\n

Assuming that future population growth will be heaviest in the areas paralleling the interstate highway system, much of the increased water demand associated with these growth areas can be supplied by ground water. The areas of population growth in Indiana and southwestern and south-central Ohio are especially well situated in terms of potential ground-water supplies.

\n

Underground space in the Ohio Region, consisting of natural pore spaces and fractures in rocks and sediments, can be considered a regional resource in the sense that it can be included in regional water-pollution control or waste-disposal plans. Much of this space is already occupied by ground water or other fluids which must be displaced for any alternate use. There is a potential for underground waste storage in practically the entire Ohio Region.

\n

Rapid advance of techniques in ground-water hydrology during recent years has provided methods which the hydrologist can use for evaluating planned ground-water development. Therefore, the manager can resolve the inherent problems that historically have bred caution when this part of our total water resource was considered for development.

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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db545710","contributors":{"authors":[{"text":"Bloyd, Richard M. Jr.","contributorId":25992,"corporation":false,"usgs":true,"family":"Bloyd","given":"Richard","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":220295,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26129,"text":"wri7435 - 1974 - A method for estimating magnitude and frequency of floods in South Dakota","interactions":[],"lastModifiedDate":"2018-10-30T12:50:35","indexId":"wri7435","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-35","title":"A method for estimating magnitude and frequency of floods in South Dakota","docAbstract":"

A general flood-frequency analysis has provided a method for estimating flood magnitudes and frequencies on South Dakota streams. Related flood data useful in planning and design also are included in the report.

Two distinct hydrologic regions are delineated within the State. The divisional boundary for these regions is, in general, the western divide of the James River basin. For each region, the 2-, 5-, 10-, 25-, 50-, and 100-year floods are related to basin and climatic characteristics by regression equations. Indices based on contributing drainage area size, elevation, and mean annual precipitation were found to be the most useful variables in estimation of South Dakota floods. Regional relationships based on these variables can be used to estimate floods of selected frequency at most ungaged sites where peak flows are not significantly affected by regulation or other manmade works. Equations and graphs presented are applicable to drainage basins with areas approximately from
0.1 to 4,000 square miles (0.3 to 10,400 square kilometres) in the Eastern Region and from 0.1 to 9,000 square miles (0.3 to 23,300 square kilometres) in the Western Region. Limitations on use of these equations are given and the accuracy of resulting estimates is discussed.

Flood characteristics are tabulated for 130 gaging stations having 10 or more years of record. These frequency data may provide the best estimates of floods at these gaged sites. Also, maximum flood peaks determined at 188 gaging stations and 52 miscellaneous sites are compared with regional flood relationships.

Individual relationships are presented for the main-stem portions of selected streams where significant regulation is a factor or where drainage areas exceed the limits of applicability of the regional relationships.

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(some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/ofr74241.","productDescription":"36 leaves :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":149686,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e7e0","contributors":{"authors":[{"text":"Walker, Eugene H.","contributorId":24761,"corporation":false,"usgs":true,"family":"Walker","given":"Eugene","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":172804,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wandle, S. W.","contributorId":86789,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":172806,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Caswell, W.W.","contributorId":66708,"corporation":false,"usgs":true,"family":"Caswell","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":172805,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26200,"text":"wri7351 - 1974 - Estimated permeabilities for soils in the Sacramento Valley, California","interactions":[],"lastModifiedDate":"2022-01-11T20:08:56.561992","indexId":"wri7351","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"73-51","title":"Estimated permeabilities for soils in the Sacramento Valley, California","docAbstract":"

Analysis of engineering and hydrologic data from 15 previous soil studies, analysis of particle-size distribution, and analysis of descriptions of soil profiles show that 50 percent of the Sacramento Valley area has soils having permeabilities characterized by infiltration rates of less than 2 feet per day (0.6 meter per day). Consolidated barriers that could impede vertical flow were found in 30 percent of the area.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7351","collaboration":"Prepared in cooperation with the California Department of Water Resources","usgsCitation":"Bertoldi, G.L., 1974, Estimated permeabilities for soils in the Sacramento Valley, California: U.S. Geological Survey Water-Resources Investigations Report 73-51, iii, 17 p., https://doi.org/10.3133/wri7351.","productDescription":"iii, 17 p.","costCenters":[],"links":[{"id":394206,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158397,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0051/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Sacramento Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -123.01391601562499,\n 38.08268954483802\n ],\n [\n -120.860595703125,\n 38.08268954483802\n ],\n [\n -120.860595703125,\n 40.613952441166596\n ],\n [\n -123.01391601562499,\n 40.613952441166596\n ],\n [\n -123.01391601562499,\n 38.08268954483802\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcd13","contributors":{"authors":[{"text":"Bertoldi, Gilbert L.","contributorId":60208,"corporation":false,"usgs":true,"family":"Bertoldi","given":"Gilbert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48255,"text":"ofr741089 - 1974 - Digital modeling of radioactive and chemical waste transport in the Snake River plain aquifer at the National Reactor Testing Station, Idaho","interactions":[],"lastModifiedDate":"2025-04-09T16:21:34.960482","indexId":"ofr741089","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-1089","title":"Digital modeling of radioactive and chemical waste transport in the Snake River plain aquifer at the National Reactor Testing Station, Idaho","docAbstract":"Industrial and low-level radioactive liquid wastes at the National Reactor Testing Station (NRTS) in Idaho have been disposed to the Snake River Plain aquifer since 1952. Monitoring studies have indicated that tritium and chloride have dispersed over a 15-square mile (39-square kilometer) area of the aquifer in low but detectable concentrations and have only migrated as far as 5 miles (8 kilometers) downgradient from discharge points. The movement of cationic waste solutes, particularly 90Sr and 137Cs, has been significantly retarded due to sorption phenomena, principally ion exchange. 137Cs has shown no detectable migration in the aquifer and 90Sr has migrated only about 1.5 miles (2 kilometers) from the Idaho Chemical Processing Plant (ICPP) discharge well, and is detectable over an area of only 1.5 square miles ( 4 square kilometers) of the aquifer. Digital modeling techniques have been applied successfully to the analysis of the complex waste-transport system by utilizing numerical solution of the coupled equations of groundwater motion and mass transport. The model includes the effects of convective transport, flow divergence, two-dimensional hydraulic dispersion, radioactive decay, and reversible linear sorption. The hydraulic phase of the model uses the iterative, alternating direction, implicit finite-difference scheme to solve the groundwater flow equations, while the waste-transport phase uses a modified method of characteristics to solve the solute transport equations simulated by the model. The modeling results indicate that hydraulic dispersion (especially transverse) is a much more significant influence than previously suggested by earlier studies. The model has been used to estimate future waste migration patterns for varied assumed hydrological and waste conditions up through the year 2000. The hydraulic effects of recharge from the Big Lost River have an important (but not predominant) influence on the simulated future migration patterns. For the assumed conditions, the model indicates that detectable concentrations of waste chloride and tritium could move as much as 15 miles (24 kilometers) downgradient from the original discharge points by the year 2000. However, the model shows 90Sr moving only 2 to 3 miles (3 to 5 kilometers) downgradient in the same time. The model may also be used to estimate the effects of the various future waste disposal practices and hydrologic conditions on subsequent migration of waste products.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr741089","collaboration":"Work done in cooperation with the U.S. Atomic Energy Commission","usgsCitation":"Robertson, J., 1974, Digital modeling of radioactive and chemical waste transport in the Snake River plain aquifer at the National Reactor Testing Station, Idaho: U.S. Geological Survey Open-File Report 74-1089, vi, 41 p., https://doi.org/10.3133/ofr741089.","productDescription":"vi, 41 p.","startPage":"i","endPage":"41","numberOfPages":"47","costCenters":[{"id":634,"text":"Water Resources Program","active":false,"usgs":true}],"links":[{"id":265807,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pbadupws.nrc.gov/docs/ML0609/ML060960424.pdf"},{"id":171187,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Snake River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.24,41.99 ], [ -117.24,49.0 ], [ -111.04,49.0 ], [ -111.04,41.99 ], [ -117.24,41.99 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65aa07","contributors":{"authors":[{"text":"Robertson, J.B.","contributorId":85173,"corporation":false,"usgs":true,"family":"Robertson","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":237046,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13495,"text":"ofr74158 - 1974 - Geologic and hydrologic considerations for various concepts of high-level radioactive waste disposal in conterminous United States","interactions":[],"lastModifiedDate":"2012-02-02T00:06:37","indexId":"ofr74158","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-158","title":"Geologic and hydrologic considerations for various concepts of high-level radioactive waste disposal in conterminous United States","docAbstract":"The purpose of this investigation is to evaluate and identify which geohydrologic environments in conterminous United States are best suited for various concepts or methods of underground disposal of high-level radioactive wastes and to establish geologic and hydrologic criteria that are pertinent to high-level waste disposal. The unproven methods of disposal include (1) a very deep drill hole (30,000-50,000 ft or 9,140-15,240 m), (2) a matrix of (an array of multiple) drill holes (1,000-20,000 ft or 305-6,100 m), (3) a mined chamber (1,000-10,000 ft or 305-3,050 m), (4) a cavity with separate manmade structures (1,000-10,000 ft or 305-3,050 m), and (5) an exploded cavity (2,000-20,000 ft or 610-6,100 m) o \r\n\r\nThe geohydrologic investigation is made on the presumption that the concepts or methods of disposal are technically feasible. Field and laboratory experiments in the future may demonstrate whether or not any of the methods are practical and safe. All the conclusions drawn are tentative pending experimental confirmation. The investigation focuses principally on the geohydrologic possibilities of several methods of disposal in rocks other than salt. Disposal in mined chambers in salt is currently under field investigation, and this disposal method has been intensely investigated and evaluated by various workers under the sponsorship of the Atomic Energy Commission. \r\n\r\nOf the various geohydrologic factors that must be considered in the selection of optimum waste-disposal sites, the most important is hydrologic isolation to assure that the wastes will be safely contained within a small radius of the emplacement zone. To achieve this degree of hydrologic isolation, the host rock for the wastes must have very low permeability and the site must be virtually free of faults. In addition, the locality should be in (1) an area of low seismic risk where the possibility of large earthquakes rupturing the emplacement zone is very low, (2) where the possibility- of flooding by rise is very low, (3) where a possible return of glacial or pluvial climate will not cause potentially hazardous changes in surface- or ground-water regimens, and (4) where danger of exhumation by erosion is nil. The geographic location for an optimum site is one that is far removed from major drainages, lakes, and oceans, where population density is low, and where the topographic relief is gentle in order to avoid steep surface-water drainage gradients that would allow rapid distribution of contaminants in case of accident. \r\n\r\nThe most suitable medium for the unproven deep drill-hole, matrix-holes, and exploded-cavity methods appears to be crystalline rocks, either intrusive igneous or metamorphic because of their potentially low permeabilities and high mechanical strengths. Salt (either in thick beds or stable domes), tuff, and possibly shale appear to be suitable for mined chambers and cavities with separate manmade structures. Salt appears to be suitable because of its very low permeability, high thermal conductivity, and natural plasticity. Tuff and shale appear suitable because of their very low permeabilities and high ion-exchange capacities. Sedimentary rocks other than shale and volcanic rocks, exclusive of tuff, are considered to be generally unsuitable for waste emplacement because of their potentially high permeabilities. \r\n\r\nAreas that appear to satisfy most geohydrologic requirements for the deep drill hole and the matrix holes include principally (1) the stable continental interior where the sedimentary cover is thin or absent, (2) the shield area of the North-Central States, and (3) the metamorphic belt of Eastern United States--primarily the Piedmont. These areas are possibly suitable also for the exploded cavity and the mined chamber because the possibility of finding rock with very- permeability at depths from 1,000? feet (305? m) to 20,000 feet (6,100 m) appears to be high. \r\n\r\nThe Basin and Range province of Western United States, particula","language":"ENGLISH","publisher":"U.S. Geological Survey],","doi":"10.3133/ofr74158","usgsCitation":"Ekren, E.B., Dinwiddie, G., Mytton, J., Thordarson, W., Weir, J.E., Hinrichs, E., and Schroder, L., 1974, Geologic and hydrologic considerations for various concepts of high-level radioactive waste disposal in conterminous United States: U.S. Geological Survey Open-File Report 74-158, x, 219 p. :ill., maps; (229 p. - PGS), https://doi.org/10.3133/ofr74158.","productDescription":"x, 219 p. :ill., maps; (229 p. - PGS)","costCenters":[],"links":[{"id":144361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0158/report-thumb.jpg"},{"id":41973,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0158/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41974,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0158/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41975,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0158/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a81ff","contributors":{"authors":[{"text":"Ekren, E. B.","contributorId":14371,"corporation":false,"usgs":true,"family":"Ekren","given":"E.","middleInitial":"B.","affiliations":[],"preferred":false,"id":167890,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dinwiddie, G.A.","contributorId":49798,"corporation":false,"usgs":true,"family":"Dinwiddie","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":167894,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mytton, J. W.","contributorId":38994,"corporation":false,"usgs":true,"family":"Mytton","given":"J. W.","affiliations":[],"preferred":false,"id":167893,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":167891,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Weir, J. E. Jr.","contributorId":102476,"corporation":false,"usgs":true,"family":"Weir","given":"J.","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":167896,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Hinrichs, E. N.","contributorId":98717,"corporation":false,"usgs":true,"family":"Hinrichs","given":"E. N.","affiliations":[],"preferred":false,"id":167895,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Schroder, L.J.","contributorId":31767,"corporation":false,"usgs":true,"family":"Schroder","given":"L.J.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":167892,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}} ,{"id":4840,"text":"pp383 - 1974 - Hydrology of volcanic-rock terranes","interactions":[{"subject":{"id":39019,"text":"pp383C - 1969 - Effect of tectonic structure on the occurrence of ground water in the basalt of the Columbia River Group of The Dalles area, Oregon and Washington","indexId":"pp383C","publicationYear":"1969","noYear":false,"chapter":"C","title":"Effect of tectonic structure on the occurrence of ground water in the basalt of the Columbia River Group of The Dalles area, Oregon and Washington"},"predicate":"IS_PART_OF","object":{"id":4840,"text":"pp383 - 1974 - Hydrology of volcanic-rock terranes","indexId":"pp383","publicationYear":"1974","noYear":false,"title":"Hydrology of volcanic-rock terranes"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:52","indexId":"pp383","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"383","title":"Hydrology of volcanic-rock terranes","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp383","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1974, Hydrology of volcanic-rock terranes: U.S. Geological Survey Professional Paper 383, NA, https://doi.org/10.3133/pp383.","productDescription":"NA","costCenters":[],"links":[{"id":117267,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0383/report-thumb.jpg"},{"id":31777,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0383/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc7a7","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":528386,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1720,"text":"wsp2029D - 1974 - Geologic and hydrologic control of chloride contamination in aquifers at Brunswick, Glynn County, Georgia","interactions":[{"subject":{"id":52640,"text":"ofr67267 - 1967 - Hydrology and chloride contamination of the principal artesian aquifer in Glynn County, Georgia","indexId":"ofr67267","publicationYear":"1967","noYear":false,"title":"Hydrology and chloride contamination of the principal artesian aquifer in Glynn County, Georgia"},"predicate":"SUPERSEDED_BY","object":{"id":1720,"text":"wsp2029D - 1974 - Geologic and hydrologic control of chloride contamination in aquifers at Brunswick, Glynn County, Georgia","indexId":"wsp2029D","publicationYear":"1974","noYear":false,"chapter":"D","title":"Geologic and hydrologic control of chloride contamination in aquifers at Brunswick, Glynn County, Georgia"},"id":1}],"lastModifiedDate":"2017-02-01T09:44:08","indexId":"wsp2029D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2029","chapter":"D","title":"Geologic and hydrologic control of chloride contamination in aquifers at Brunswick, Glynn County, Georgia","docAbstract":"Water from a brackish-water zone (1,050-1,350 ft) has concentrations as high as 2,150 milligrams per liter chloride, and concentrations are suspected to be higher than 3,000 milligrams per liter chloride. This brackish water has been identified as the source of the water that contaminates the upper and lower fresh-water-bearing zones of the principal artesian aquifer. The confining unit separating the fresh and brackish water seems to contain breaks that act as vertical conduits for the movement of brackish water into the fresh-water zones of the aquifer. Faults are suspected to be responsible for the breaks in the confining unit. The rate of upward movement of brackish water seems to be a function of the rate of water-level decline in the aquifer. \r\n\r\nThere are two main areas of brackish-water intrusion. One area is near Bay and Prince Streets, and the other area is near Reynolds and Q Streets. Successive maps showing chloride ion concentration trace the movement of the chloride front northward in the Bay Street area at the rate of about 350 feet per year toward the center of pumping. An average of about 400 gallons per minute of water containing 2,000 milligrams per liter chloride invaded the upper water-bearing zone between December 1962 and December 1966. A like amount may have entered the lower water-bearing zone. Maximum chloride concentration in the upper water-bearing zone is 1,540 milligrams per liter in the Bay Street area and 640 milligrams per liter in the Reynolds Street area. \r\n\r\nIn a few areas, where individual wells have been drilled deep enough to penetrate the confining unit over the brackish-water zone, the well furnishes a conduit for brackish water to recharge the fresh-water aquifer. Plugging the lower part of these wells usually reduces the chloride concentration of the water.\r\n\r\nThe chloride concentration of water in the principal artesian aquifer can probably be reduced by use of interceptor wells, relief wells, or well-field spacing. Interceptor wells would prevent laterally moving brackish water from contaminating a well field. A relief well would tap and withdraw poor quality water from only the brackish-water zone to lower the head in that zone and decrease the rate of leakage into the fresh-water aquifer. Wider spacing of wells would prevent the development of a deep cone of depression and the steeper hydraulic gradients that accompany it. The brackish water pumped by the interceptor or relief wells could be used for industry, aquaculture, recreation, or for other processes in which the chloride content is not critical.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2029D","usgsCitation":"Gregg, D.O., and Zimmerman, E.A., 1974, Geologic and hydrologic control of chloride contamination in aquifers at Brunswick, Glynn County, Georgia: U.S. Geological Survey Water Supply Paper 2029, v, 44 p. :ill. ;23 cm., https://doi.org/10.3133/wsp2029D.","productDescription":"v, 44 p. :ill. ;23 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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1974 - Simulated effects of oil-shale development on the hydrology of Piceance Basin, Colorado","indexId":"pp908","publicationYear":"1974","noYear":false,"title":"Simulated effects of oil-shale development on the hydrology of Piceance Basin, Colorado"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:45","indexId":"pp908","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"908","title":"Simulated effects of oil-shale development on the hydrology of Piceance Basin, Colorado","language":"ENGLISH","publisher":"U.S. Govt. 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Off.,","doi":"10.3133/pp908","usgsCitation":"Weeks, J., Leavesley, G., Welder, F., and Saulnier, G., 1974, Simulated effects of oil-shale development on the hydrology of Piceance Basin, Colorado: U.S. Geological Survey Professional Paper 908, 84 p.; 1 plate in pocket, https://doi.org/10.3133/pp908.","productDescription":"84 p.; 1 plate in pocket","costCenters":[],"links":[{"id":117534,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0908/report-thumb.jpg"},{"id":32803,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0908/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32804,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0908/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f9e4b07f02db5f37aa","contributors":{"authors":[{"text":"Weeks, John B.","contributorId":36123,"corporation":false,"usgs":true,"family":"Weeks","given":"John B.","affiliations":[],"preferred":false,"id":151812,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leavesley, G.H.","contributorId":93895,"corporation":false,"usgs":true,"family":"Leavesley","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":151814,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Welder, F.A.","contributorId":104878,"corporation":false,"usgs":true,"family":"Welder","given":"F.A.","email":"","affiliations":[],"preferred":false,"id":151815,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Saulnier, G.J. Jr.","contributorId":45299,"corporation":false,"usgs":true,"family":"Saulnier","given":"G.J.","suffix":"Jr.","affiliations":[],"preferred":false,"id":151813,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":48270,"text":"ofr7457 - 1974 - Geology and ground water for land-use planning in the Eagle River-Chugiak area, Alaska","interactions":[],"lastModifiedDate":"2023-06-20T22:14:25.979311","indexId":"ofr7457","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-57","title":"Geology and ground water for land-use planning in the Eagle River-Chugiak area, Alaska","docAbstract":"

The Eagle River — Chugiak area is a rapidly growing residential part of the Greater Anchorage Area Borough, south-central Alaska. High-density, urban development in some parts of the area may be restricted because of the nature of the surficial geologic materials and their hydrologic characteristics. This report assembles all information collected by the U.S. Geological Survey on the geology and ground-water resources of the Eagle River — Chugiak area.

The study area lies mostly within the Cook Inlet — Susitna Lowland and consists of low hills and intervening channels, hummocky ridges, sloping alluvial fans, and low-lying tidal flats that border Knik Arm. The eastern part of the area lies on the steep slopes of the Chugach Mountains. Drainage is generally to the west and northwest, except that locally the slopes drain southwesterly to the Eagle River, the major stream of the area.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7457","collaboration":"Prepared in cooperation with the Greater Anchorage Area Borough","usgsCitation":"Zenone, C., Schmoll, H.R., and Dobrovolny, E., 1974, Geology and ground water for land-use planning in the Eagle River-Chugiak area, Alaska: U.S. Geological Survey Open-File Report 74-57, Report: 25 p.; 1 Plate: 21.71 x 29.76 inches, https://doi.org/10.3133/ofr7457.","productDescription":"Report: 25 p.; 1 Plate: 21.71 x 29.76 inches","costCenters":[],"links":[{"id":418257,"rank":4,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0057/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":418256,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0057/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407800,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15072.htm","linkFileType":{"id":5,"text":"html"}},{"id":172286,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0057/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Eagle River-Chugiak area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -149.625,\n 61.267\n ],\n [\n -149.403,\n 61.267\n ],\n [\n -149.403,\n 61.427\n ],\n [\n -149.625,\n 61.427\n ],\n [\n -149.625,\n 61.267\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db686072","contributors":{"authors":[{"text":"Zenone, Chester","contributorId":8094,"corporation":false,"usgs":true,"family":"Zenone","given":"Chester","email":"","affiliations":[],"preferred":false,"id":237070,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schmoll, Henry R. schmoll@usgs.gov","contributorId":3793,"corporation":false,"usgs":true,"family":"Schmoll","given":"Henry","email":"schmoll@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":237069,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dobrovolny, Ernest","contributorId":45288,"corporation":false,"usgs":true,"family":"Dobrovolny","given":"Ernest","affiliations":[],"preferred":false,"id":237071,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":48225,"text":"ofr741019 - 1974 - Water resources of Grand Teton National Park, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:10:38","indexId":"ofr741019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-1019","title":"Water resources of Grand Teton National Park, Wyoming","docAbstract":"The study described in this report is an appraisal of water resources in Grand Teton National Park where hydrologic data are needed for planning water supplies for public use. 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No abstract available.

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}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f04e8","contributors":{"authors":[{"text":"Anderson, H.W.","contributorId":78016,"corporation":false,"usgs":true,"family":"Anderson","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":278544,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Farrell, D.F.","contributorId":91163,"corporation":false,"usgs":true,"family":"Farrell","given":"D.F.","email":"","affiliations":[],"preferred":false,"id":278545,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Broussard, W.L.","contributorId":35334,"corporation":false,"usgs":true,"family":"Broussard","given":"W.L.","email":"","affiliations":[],"preferred":false,"id":278543,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68593,"text":"ha522 - 1974 - Water resources of the Cannon River watershed, southeastern Minnesota","interactions":[{"subject":{"id":44062,"text":"ofr738 - 1973 - Water resources of the Cannon River watershed, southeastern Minnesota","indexId":"ofr738","publicationYear":"1973","noYear":false,"title":"Water resources of the Cannon River watershed, southeastern Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":68593,"text":"ha522 - 1974 - Water resources of the Cannon River watershed, southeastern Minnesota","indexId":"ha522","publicationYear":"1974","noYear":false,"title":"Water resources of the Cannon River watershed, southeastern Minnesota"},"id":1}],"lastModifiedDate":"2018-03-05T10:19:00","indexId":"ha522","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"522","title":"Water resources of the Cannon River watershed, southeastern Minnesota","docAbstract":"

The 1,462 square miles of land surface in the Cannon River watershed varies considerably from areas of low hills and plains to areas dominated by streams deeply incised into bedrock. Much of the south-central part of the area consists of a till plain that ranges in altitude from 1,100 to 1,200 feet above mean sea level. This plain is bordered by end moraines that form ridges on the east, west, and south. The eastern moraine marks the maximum eastward extend of the Wisconsin glacier, rising to more than 1,300 feet above sea level and forming ridges 50 to 100 feet above the till plain. In the northwest, the end moraine ridges are less obvious but extend directly north across the Cannon River valley.

\n

The end moraine ridges were cut by glacial melt water, which also deepened the pre-existing Cannon River valley. This deeply incised valley captures some of the streams that flow westward off the end moraines.

\n

East of the end moraines, pre-Wisconsin age glacial deposits are relatively thin and deeply weathered and eroded.

\n

Lard glacial melt-water valleys, around Cannon Falls and extending several miles to the west and south west, are characterized by broad valley floors underlain by outwash sand and gravel. The Cannon River flows out of the watershed and enters the Mississippi River at about 660 feet altitude.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mounds View, MN","doi":"10.3133/ha522","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources Division of Waters, Soils, and Minerals","usgsCitation":"Anderson, H.W., Farrell, D., Broussard, W., and Felsheim, P., 1974, Water resources of the Cannon River watershed, southeastern Minnesota: U.S. Geological Survey Hydrologic Atlas 522, 3 Plates: 41.00 x 34.00 inches or smaller, https://doi.org/10.3133/ha522.","productDescription":"3 Plates: 41.00 x 34.00 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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The Blue Earth River Watershed in Minnesota includes 3,106 square miles of land surface, which varies from fairly flat to gently rolling. The drainage extends south to include an additional 450 square miles in Iowa. The western, southern, and eastern boundaries are end moraines formed by Pleistocene glaciers. Major streams have eroded channels 40 to 75 feet deep in headwater regions and 150 to 200 feet deep near the mouth of the Blue Earth River at Mankato. In their lower reaches major streams have cut through glacial deposits and into underlying bedrock (described on ground-water sheet).

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]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f05d9","contributors":{"authors":[{"text":"Anderson, H.W.","contributorId":78016,"corporation":false,"usgs":true,"family":"Anderson","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":278540,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Farrell, D.F.","contributorId":91163,"corporation":false,"usgs":true,"family":"Farrell","given":"D.F.","email":"","affiliations":[],"preferred":false,"id":278541,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Broussard, W.L.","contributorId":35334,"corporation":false,"usgs":true,"family":"Broussard","given":"W.L.","email":"","affiliations":[],"preferred":false,"id":278539,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":66112,"text":"i855C - 1974 - Map showing availability of hydrologic data, Boulder-Fort Collins-Greeley area, Front Range Urban Corridor, Colorado","interactions":[],"lastModifiedDate":"2025-08-13T17:09:33.250239","indexId":"i855C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"855","chapter":"C","title":"Map showing availability of hydrologic data, Boulder-Fort Collins-Greeley area, Front Range Urban Corridor, Colorado","docAbstract":"

No abstract available.

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The Great Basin Region is defined to include the drainage of the Great Basin physiographic section (Fennman, 1931) in Idaho, Nevada, Utah, and Wyoming. In October 1966, the President’s Water Resources Council requested that a comprehensive framework study be made in the Great Basin Region under the leadership of the Pacific Southwest Interagency Committee. The study, which included evaluation of the water resources of the region and guidelines for future study and development, was completed June 30, 1971. Results of the study received limited distribution.

The purpose of this atlas is to make available to the public the hydrologic data (including a general appraisal) that were compiled for the comprehensive framework study. Most of the work was done by a water-resources work group consisting of members from several Federal and State agencies under the chairmanship of Thomas E. Eakin of the U.S. Geological Survey. This atlas contains some data not included in the framework study.

The data presented herein are reconnaissance in nature and should be used with discretion. The maps are highly generalized and are intended only to illustrate the regional distribution of the supply and general chemical quality of the water. Sources of more detailed information on the hydrology of specific parts of the Great Basin region are listed in the selected references.

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No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha510","usgsCitation":"Kelly, T.E., 1974, Reconnaissance investigation of ground water in the Rio Grande drainage basin, with special emphasis on saline ground-water resources: U.S. Geological Survey Hydrologic Atlas 510, 4 Plates: 57.00 x 41.96 inches or smaller, https://doi.org/10.3133/ha510.","productDescription":"4 Plates: 57.00 x 41.96 inches or smaller","costCenters":[],"links":[{"id":411143,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15900.htm","linkFileType":{"id":5,"text":"html"}},{"id":89668,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/510/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89667,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/510/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":188472,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89669,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/510/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89670,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/510/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"2500000","country":"United States","state":"Colorado, Kansas, New Mexico, Oklahoma, Texas","otherGeospatial":"Rio Grande basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -108.5,\n 38\n ],\n [\n -108.5,\n 26\n ],\n [\n -97.5,\n 26\n ],\n [\n -97.5,\n 38\n ],\n [\n -108.5,\n 38\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63ebe4","contributors":{"authors":[{"text":"Kelly, T. 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