{"pageNumber":"592","pageRowStart":"14775","pageSize":"25","recordCount":16498,"records":[{"id":66111,"text":"i856C - 1975 - Map showing availability of hydrologic data published by the U.S. Environmental Data Service and by the U.S. Geological Survey and cooperating agencies, greater Denver area, Front Range Urban Corridor, Colorado","interactions":[],"lastModifiedDate":"2021-10-27T19:22:59.797259","indexId":"i856C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"856","chapter":"C","title":"Map showing availability of hydrologic data published by the U.S. Environmental Data Service and by the U.S. Geological Survey and cooperating agencies, greater Denver area, Front Range Urban Corridor, Colorado","docAbstract":"

What is the rainfall of this region? What areas are prone to periodic flooding? What is the water supply? What is the chemical quality of the ground water and water in the streams? How deep is the water table? Which streams are gaged, and where? These and similar questions are being asked regularly by land and resource developers, urban planners, industrial consultants, and governmental resource managers. This map provides the first step toward answering these questions. It shows by symbols and color the hydrologic data published as of January 1974 for the Greater Denver area by the U.S. Environmental Data Service and by the U.S. Geological Survey and cooperating agencies, and the points or areas where these data have been collected. The sources of the data are given in both the following discussion and the references.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i856C","usgsCitation":"Hampton, E.R., 1975, Map showing availability of hydrologic data published by the U.S. Environmental Data Service and by the U.S. Geological Survey and cooperating agencies, greater Denver area, Front Range Urban Corridor, Colorado: U.S. Geological Survey IMAP 856, 1 Plate: 33.15 x 36.48 inches, https://doi.org/10.3133/i856C.","productDescription":"1 Plate: 33.15 x 36.48 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":391029,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9740.htm"},{"id":255605,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0856c/report.pdf","text":"Cover sheet","linkFileType":{"id":1,"text":"pdf"},"description":"Cover sheet"},{"id":255604,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0856c/plate-1.pdf","text":"Plate","linkFileType":{"id":1,"text":"pdf"},"description":"Plate"},{"id":255606,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0856c/report-thumb.jpg"}],"country":"United States","state":"Colorado","city":"Denver","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.36749999999999,39.3675 ], [ -105.36749999999999,40 ], [ -104.61749999999999,40 ], [ -104.61749999999999,39.3675 ], [ -105.36749999999999,39.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a95e4b07f02db659732","contributors":{"authors":[{"text":"Hampton, E. R.","contributorId":57038,"corporation":false,"usgs":true,"family":"Hampton","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":273988,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13293,"text":"ofr75105 - 1975 - Hydrology for land-use planning: The Hillside area, Anchorage, Alaska","interactions":[],"lastModifiedDate":"2023-12-11T21:50:42.482764","indexId":"ofr75105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-105","title":"Hydrology for land-use planning: The Hillside area, Anchorage, Alaska","docAbstract":"

Rapid residential growth of the Hillside area, Anchorage, Alaska, may cause depletion of aquifers and a change in quality of water resources as a result of extensive development of small-lot tracts. Ground-water yields are low and may be locally inadequate for single family requirements where wells produce from bedrock in the eastern Hillside region. At lower altitudes single family water requirements of 3 to 10 gallons per minute or 0.2 to 0.6 litre per second usually can be obtained, but aquifers capable of being pumped at larger yields for public supplies are uncommon. However, in a few localities, wells do produce 40 to 300 gallons per minute or 2.5 to 19 litres per second from sand and gravel aquifers lying within thick sequences of glacial till. Streamflow within the Hillside area is inadequate as a significant source of water for public supply. Springs, swamps, and water-logged surficial sediments in the Hillside area are mainly caused by hilly terrain and low permeability of surficial materials.

The relative vulnerability of streams, lakes, and ground water to pollution caused by the discharge of liquid waste, particularly from onsite sewage-disposal systems, is moderate to high in about half the study area. At higher altitudes contamination of bedrock aquifers may occur if discharge of liquid wastes is not regulated. The deep sedimentary aquifers at lower altitudes are less susceptible to contamination. However, shallow groundwater bodies may become polluted by discharge of sewage effluent and, consequently, some deep wells may be contaminated by seepage down the outside of casings or through leaky casing joints and underground seals.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75105","collaboration":"Prepared in cooperation with the Greater Anchorage Area Borough","usgsCitation":"Dearborn, L.L., and Barnwell, W.W., 1975, Hydrology for land-use planning: The Hillside area, Anchorage, Alaska: U.S. Geological Survey Open-File Report 75-105, 45 p., https://doi.org/10.3133/ofr75105.","productDescription":"45 p.","costCenters":[],"links":[{"id":146731,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0105/report-thumb.jpg"},{"id":393069,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15092.htm"},{"id":423406,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","city":"Anchorage","otherGeospatial":"Hillside area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -149.803,\n 61.081\n ],\n [\n -149.697,\n 61.081\n ],\n [\n -149.697,\n 61.139\n ],\n [\n -149.803,\n 61.139\n ],\n [\n -149.803,\n 61.081\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604bdd","contributors":{"authors":[{"text":"Dearborn, Larry L.","contributorId":66687,"corporation":false,"usgs":true,"family":"Dearborn","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":167555,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnwell, William W.","contributorId":73621,"corporation":false,"usgs":true,"family":"Barnwell","given":"William","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":167556,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14128,"text":"ofr75573 - 1975 - Interpretation of geologic and hydrologic data from the Ray-1 Well, City of Gallup, McKinley County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:06:55","indexId":"ofr75573","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-573","title":"Interpretation of geologic and hydrologic data from the Ray-1 Well, City of Gallup, McKinley County, New Mexico","docAbstract":"The Ray-1 well was to be the third production well completed in the city of Gallup Yah-ta-hey well field located about 7 miles (11 km) north of the city. The first string of casing collapsed during completion, however, and the well was abandoned before it could be tested. The lithology of the Upper Cretaceous Dalton Sandstone and Dilco Coal Members of the Crevasse Canyon Formation and the Gallup Sandstone was interpreted from geophysical logs and examination of the drill cuttings. These units appear to be similar to correlative strata encountered in the first two wells. A yield of approximately 700 gallons per minute (44 l/s), similar to the other wells in the Yah-ta-hey well field, is anticipated from the same aquifers when the Ray-1 replacement well is completed.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr75573","usgsCitation":"Hiss, W.L., and Marshall, J.G., 1975, Interpretation of geologic and hydrologic data from the Ray-1 Well, City of Gallup, McKinley County, New Mexico: U.S. Geological Survey Open-File Report 75-573, 58 p. :maps ;29 cm.; (67 p. - PGS), https://doi.org/10.3133/ofr75573.","productDescription":"58 p. :maps ;29 cm.; (67 p. - PGS)","costCenters":[],"links":[{"id":146785,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0573/report-thumb.jpg"},{"id":42768,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0573/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":42769,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0573/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":42770,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0573/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d2b0","contributors":{"authors":[{"text":"Hiss, William L.","contributorId":8064,"corporation":false,"usgs":true,"family":"Hiss","given":"William","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":168970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Marshall, Jane G.","contributorId":6459,"corporation":false,"usgs":true,"family":"Marshall","given":"Jane","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":168969,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":14460,"text":"ofr75535 - 1975 - Analog-model analysis of hydrological effects of sewage in Southeast Nassau and Southwest Suffolk counties, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:07:07","indexId":"ofr75535","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-535","title":"Analog-model analysis of hydrological effects of sewage in Southeast Nassau and Southwest Suffolk counties, Long Island, New York","language":"ENGLISH","publisher":"[s.n.],","doi":"10.3133/ofr75535","usgsCitation":"Kimmel, G.E., and Harbaugh, A.W., 1975, Analog-model analysis of hydrological effects of sewage in Southeast Nassau and Southwest Suffolk counties, Long Island, New York: U.S. Geological Survey Open-File Report 75-535, 22 leaves :ill., maps ;28 cm.; (19 p. - PGS), https://doi.org/10.3133/ofr75535.","productDescription":"22 leaves :ill., maps ;28 cm.; (19 p. - PGS)","costCenters":[],"links":[{"id":149031,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683a53","contributors":{"authors":[{"text":"Kimmel, Grant E.","contributorId":20741,"corporation":false,"usgs":true,"family":"Kimmel","given":"Grant","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":169495,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harbaugh, Arlen W. harbaugh@usgs.gov","contributorId":426,"corporation":false,"usgs":true,"family":"Harbaugh","given":"Arlen","email":"harbaugh@usgs.gov","middleInitial":"W.","affiliations":[],"preferred":true,"id":169494,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68088,"text":"ha559 - 1975 - Preliminary hydrography and historic terminal changes of Columbia Glacier, Alaska","interactions":[{"subject":{"id":49292,"text":"ofr75491 - 1975 - Preliminary hydrography and historic terminal changes of Columbia Glacier, Alaska","indexId":"ofr75491","publicationYear":"1975","noYear":false,"title":"Preliminary hydrography and historic terminal changes of Columbia Glacier, Alaska"},"predicate":"SUPERSEDED_BY","object":{"id":68088,"text":"ha559 - 1975 - Preliminary hydrography and historic terminal changes of Columbia Glacier, Alaska","indexId":"ha559","publicationYear":"1975","noYear":false,"title":"Preliminary hydrography and historic terminal changes of Columbia Glacier, Alaska"},"id":1}],"lastModifiedDate":"2022-09-28T18:53:54.594209","indexId":"ha559","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"559","title":"Preliminary hydrography and historic terminal changes of Columbia Glacier, Alaska","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha559","usgsCitation":"Post, A., 1975, Preliminary hydrography and historic terminal changes of Columbia Glacier, Alaska: U.S. Geological Survey Hydrologic Atlas 559, 3 Plates: 33.50 × 41.00 inches or smaller, https://doi.org/10.3133/ha559.","productDescription":"3 Plates: 33.50 × 41.00 inches or smaller","costCenters":[],"links":[{"id":186224,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":407532,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15949.htm","linkFileType":{"id":5,"text":"html"}},{"id":91822,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/559/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89348,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/559/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91821,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/559/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"10000","country":"United States","state":"Alaska","otherGeospatial":"Columbia Glacier","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -147.1333,\n 60.95\n ],\n [\n -146.9667,\n 60.95\n ],\n [\n -146.9667,\n 61.0222\n ],\n [\n -147.1333,\n 61.0222\n ],\n [\n -147.1333,\n 60.95\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db673361","contributors":{"authors":[{"text":"Post, Austin","contributorId":90709,"corporation":false,"usgs":true,"family":"Post","given":"Austin","affiliations":[],"preferred":false,"id":277621,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26431,"text":"wri7511 - 1975 - Flood-hazard study : 100-year flood stage for Apple Valley Dry Lake, San Bernardino County, California","interactions":[],"lastModifiedDate":"2018-10-30T12:49:00","indexId":"wri7511","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-11","title":"Flood-hazard study : 100-year flood stage for Apple Valley Dry Lake, San Bernardino County, California","docAbstract":"

A study of the flood hydrology of Apple Valley, Calif., was undertaken to develop the 100-year flood stage for Apple Valley dry lake. Synthetic hydrologic techniques were used because no adequate hydrologic or meteorologic data were available for the basin. The 100-year flood stage was estimated to be at an elevation of 2,909.0 feet (886.7 metres) above mean sea level.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7511","usgsCitation":"Busby, M., 1975, Flood-hazard study : 100-year flood stage for Apple Valley Dry Lake, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 75-11, iv, 40 p., https://doi.org/10.3133/wri7511.","productDescription":"iv, 40 p.","costCenters":[],"links":[{"id":358951,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0011/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158114,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0011/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Bernardino County","otherGeospatial":"Apple Valley Dry Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e74f5","contributors":{"authors":[{"text":"Busby, Mark W.","contributorId":83099,"corporation":false,"usgs":true,"family":"Busby","given":"Mark W.","affiliations":[],"preferred":false,"id":196380,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":67961,"text":"ha546 - 1975 - Water resources of basins for minor streams draining into St. Clair River, Lake St. Clair, Detroit River, and Lake Erie, southeastern Michigan","interactions":[],"lastModifiedDate":"2017-02-06T10:41:49","indexId":"ha546","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"546","title":"Water resources of basins for minor streams draining into St. Clair River, Lake St. Clair, Detroit River, and Lake Erie, southeastern Michigan","docAbstract":"

This hydrologic atlas represents a part of a comprehensive study of the water resources of southeastern Michigan. Its purpose is the provide information on (1) the physical features of basins for minor streams draining into St. Clair River, Lake St. Clair, Detroit River, and Lake Erie, (2) the characteristics of streamflow, (3) the quality of surface water and ground water, and (4) the availability of ground water. The atlas is one in a series on the river basins in southeastern Michigan.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha546","usgsCitation":"Twenter, F.R., Knutilla, R., and Cummings, T.R., 1975, Water resources of basins for minor streams draining into St. Clair River, Lake St. Clair, Detroit River, and Lake Erie, southeastern Michigan: U.S. Geological Survey Hydrologic Atlas 546, Document: 38 p.; 3 Plates: 38.5 x 44.0 inches or smaller, https://doi.org/10.3133/ha546.","productDescription":"Document: 38 p.; 3 Plates: 38.5 x 44.0 inches or smaller","costCenters":[{"id":382,"text":"Michigan Water Science 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R.","contributorId":81080,"corporation":false,"usgs":true,"family":"Twenter","given":"F.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":277403,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knutilla, R. L.","contributorId":65451,"corporation":false,"usgs":true,"family":"Knutilla","given":"R. L.","affiliations":[],"preferred":false,"id":277402,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cummings, T. Ray","contributorId":20722,"corporation":false,"usgs":true,"family":"Cummings","given":"T.","email":"","middleInitial":"Ray","affiliations":[],"preferred":false,"id":277401,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27794,"text":"wri757 - 1975 - Hydrologic evaluation of the Haystack Butte area : with emphasis on possible discharge of class-I wastes, Edwards Air Force Base, California","interactions":[],"lastModifiedDate":"2018-10-30T12:47:28","indexId":"wri757","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-7","title":"Hydrologic evaluation of the Haystack Butte area : with emphasis on possible discharge of class-I wastes, Edwards Air Force Base, California","docAbstract":"

The discharge of 3 acre-feet (4 x 10-3 cubic hectometres) per year of Class-I wastes in the Haystack Butte area of Edwards Air Force Base, Calif., has been proposed by the Air Force. Evaporation in this arid basin exceeds the 4 inches (100 millimetres) of annual precipitation. Fifteen test holes, ranging in depth from 40 to 240 feet (12 to 73 metres) below land surface, indicate that ground water occurs mostly in Tertiary volcanic and sedimentary rocks overlying pre-Tertiary quartz monzonite. Depth to water averages about 100 feet (30 metres) below land surface. Hydraulic conductivity of cores of Tertiary rock taken from a test hole at depths of 9 to 88 feet (2.7 to 27 metres) below land surface suggests values of 6.9 x 10-5 to 4.9 x 10-3 feet per day (2.1 x 10-5 to 1.5 x 10-3 metres per day). Petrographic analyses of these cores indicate a material consisting mostly of weathered volcanic rocks with a moderate concentration of montmorillonite clay.

The water-level gradient averages about 4 feet per mile (0.76 metre per kilometre). Ground-water discharge through a narrow gap in the southeastern part of the basin is calculated to be 3.8 x 10-4 acre-feet (4.7 x 10-7 cubic hectometres) per year. After leaving the basin, the underflow becomes part of a regional flow system discharging into Harper Lake playa.

An increase in the underflow from 3.8 x 10-4 acre-feet (4.7 x 10-7 cubic hectometres) per year to 3 acre-feet (4 x 10-3 cubic hectometres) per year may result in an undesirable surface-water flow by increasing the saturated thickness of the aquifer near the narrow gap in the southeastern part of the basin. Also, the very low hydraulic-conductivity values suggest that some difficulties may exist in percolating 3 acre-feet (4 x 10-3 cubic hectometres) per year of wastes resulting in possible saturation of the ground surface outside the boundaries of the potential Class-I site. Because the rate of evaporation is very high (116 inches or 294.6 millimetres per year) in the study area, many of the problems associated with the percolation of the waste water and the subsequent changes in ground-water movement could be minimized by evaporating the wastes to complete dryness.

The quality of the ground water in the basin is generally unsuitable for domestic, industrial, and irrigation purposes. The concentration and type of chemical constituents in the ground water suggest slow circulation in a geologic environment with soluble minerals.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri757","usgsCitation":"Hughes, J.L., 1975, Hydrologic evaluation of the Haystack Butte area : with emphasis on possible discharge of class-I wastes, Edwards Air Force Base, California: U.S. Geological Survey Water-Resources Investigations Report 75-7, iv, 34 p., https://doi.org/10.3133/wri757.","productDescription":"iv, 34 p.","costCenters":[],"links":[{"id":158606,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0007/report-thumb.jpg"},{"id":358950,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Edwards Air Force Base, Haystack Butte area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.63473510742186,\n 34.82282272723702\n ],\n [\n -117.49740600585936,\n 34.82282272723702\n ],\n [\n -117.49740600585936,\n 34.96474810049312\n ],\n [\n -117.63473510742186,\n 34.96474810049312\n ],\n [\n -117.63473510742186,\n 34.82282272723702\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606db9","contributors":{"authors":[{"text":"Hughes, Jerry L.","contributorId":19944,"corporation":false,"usgs":true,"family":"Hughes","given":"Jerry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198696,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":39585,"text":"pp813B - 1975 - Summary appraisals of the nation's ground-water resources – Upper Mississippi region","interactions":[],"lastModifiedDate":"2021-12-14T22:13:49.686388","indexId":"pp813B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"B","title":"Summary appraisals of the nation's ground-water resources – Upper Mississippi region","docAbstract":"

The Upper Mississippi Region in general is rich in water-surface water is plentiful, and ground water is a large, important, and manageable resource. Total potable water in storage in the outwash and alluvial aquifers of the Mississippi River valley and the subbasins is about 45,000 billion gallons. This is about 10 percent of the water in storage in Lake Ontario. Water in storage in other aquifers of the region is probably at least several times that in the outwash and alluvial aquifers. Estimated ground-water recharge in the subbasins is 23,000 million gallons per day.

\n

A comparison of ground-water withdrawals with estimated ground-water recharge suggests that the large ground-water resource of the region is not being fully utilized. Ground-water use by domestic, commercial, and rural interests is only 4 percent of recharge. Ground-water use (1965) by industry is only 3 percent of recharge.

\n

Water in the outwash and alluvial aquifers of much of the valley of the Mississippi River in and south of St. Paul, Minn. of the Illinois River, the Lower Minnesota River, the Wisconsin River, the Lower Black River, the Wapsipinicon River, the Lower Rock River, and the Upper Des Moines River can be considered a regional resource. In these areas the ground-water resources are of sufficient magnitude to satisfy more than just local needs. For example, under certain specified conditions, ground water in the above areas can supply approximately 20 million additional people. Factors other than water supply, of course, will be constraints on development in the region.

\n

Advances in techniques in ground-water hydrology during recent years have provided methods that the hydrologist and planner can use for planning and design of ground-water developments. Therefore, the planner can now resolve some of the development and management questions that historically have bred uncertainty when this part of the water resource was considered for development.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813B","usgsCitation":"Bloyd, R., 1975, Summary appraisals of the nation's ground-water resources – Upper Mississippi region: U.S. Geological Survey Professional Paper 813, iii, 22 p., https://doi.org/10.3133/pp813B.","productDescription":"iii, 22 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":392910,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5057.htm"},{"id":67169,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0813b/report.pdf","text":"Report","size":"7.07 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":122101,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0813b/report-thumb.jpg"}],"country":"United States","state":"Illinois, Indiana, Iowa, Missouri, Minnesota, South Dakota, Wisconsin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.330078125,\n 45.920587344733654\n ],\n [\n -89.033203125,\n 46.10370875598026\n ],\n [\n -90.3076171875,\n 46.46813299215554\n ],\n [\n -90.04394531249999,\n 47.010225655683485\n ],\n [\n -90.263671875,\n 47.60616304386874\n ],\n [\n -91.62597656249999,\n 48.16608541901253\n ],\n [\n -93.7353515625,\n 48.42920055556841\n ],\n [\n -94.21875,\n 48.66194284607008\n ],\n [\n -94.921875,\n 48.574789910928864\n ],\n [\n -95.625,\n 46.52863469527167\n ],\n [\n -96.1083984375,\n 45.73685954736049\n ],\n [\n -97.03125,\n 45.644768217751924\n ],\n [\n -98.173828125,\n 45.49094569262732\n ],\n [\n -97.91015624999999,\n 44.96479793033104\n ],\n [\n -96.8994140625,\n 43.89789239125797\n ],\n [\n -95.6689453125,\n 43.67581809328344\n ],\n [\n -95.185546875,\n 43.26120612479979\n ],\n [\n -94.7900390625,\n 42.35854391749705\n ],\n [\n -94.482421875,\n 41.80407814427237\n ],\n [\n -93.515625,\n 40.94671366508002\n ],\n [\n -92.7685546875,\n 39.740986355883564\n ],\n [\n -91.97753906249999,\n 38.47939467327645\n ],\n [\n -91.01074218749999,\n 37.19533058280065\n ],\n [\n -89.384765625,\n 37.37015718405753\n ],\n [\n -87.6708984375,\n 37.85750715625203\n ],\n [\n -86.66015624999999,\n 38.51378825951165\n ],\n [\n -86.396484375,\n 39.977120098439634\n ],\n [\n -85.869140625,\n 41.07935114946899\n ],\n [\n -85.69335937499999,\n 41.73852846935917\n ],\n [\n -87.4072265625,\n 41.80407814427237\n ],\n [\n -87.7587890625,\n 42.032974332441405\n ],\n [\n -87.6708984375,\n 42.74701217318067\n ],\n [\n -87.6708984375,\n 43.29320031385282\n ],\n [\n -87.5830078125,\n 44.213709909702054\n ],\n [\n -87.4951171875,\n 44.5278427984555\n ],\n [\n -87.7587890625,\n 45.213003555993964\n ],\n [\n -88.330078125,\n 45.920587344733654\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699644","contributors":{"authors":[{"text":"Bloyd, R. M.","contributorId":34549,"corporation":false,"usgs":true,"family":"Bloyd","given":"R. M.","affiliations":[],"preferred":false,"id":221717,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":15597,"text":"ofr7526 - 1975 - Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","interactions":[{"subject":{"id":15597,"text":"ofr7526 - 1975 - Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","indexId":"ofr7526","publicationYear":"1975","noYear":false,"title":"Hydrology and sedimentation of Bixler Run basin, central Pennsylvania"},"predicate":"SUPERSEDED_BY","object":{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","indexId":"wsp1798N","publicationYear":"1976","noYear":false,"chapter":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania"},"id":1}],"supersededBy":{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","indexId":"wsp1798N","publicationYear":"1976","noYear":false,"title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania"},"lastModifiedDate":"2024-07-15T18:33:15.221882","indexId":"ofr7526","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-26","title":"Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","docAbstract":"

Rainfall, streamflow, stream chemical, and sediment discharge data were collected from Bixler Run near Loysville, Pa., during the period February 1954 to September 1969, as part of a project to evaluate sediment discharge from an agricultural area that had been adopting soil-conservation techniques at a moderate rate. The study was conducted by the U.S. Geological Survey in cooperation with the Pennsylvania Department of Environmental Resources, State Conservation Commission.

Sediment yields from the basin averaged 64 tons per square mile (22.4 tonnes per square kilometre) per year, approximately 25 percent less than yields from the surrounding area. The relation between water discharge and suspended-sediment discharge remained constant during the study. Suspended-sediment concentrations in the streamflow were less than 10 milligrams per litre 70 percent of the time. The concentration of chloride ions in the streamflow increased from the period 1959 to 1969. Ground water maintained flows at the gaging location at a rate of 1.9 cubic feet per second (0.054 cubic metres per second) during the period of data collection.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7526","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources, State Conservation Commission","usgsCitation":"Reed, L.A., 1975, Hydrology and sedimentation of Bixler Run basin, central Pennsylvania: U.S. Geological Survey Open-File Report 75-26, iv, 24 p., https://doi.org/10.3133/ofr7526.","productDescription":"iv, 24 p.","costCenters":[],"links":[{"id":431068,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0026/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147446,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0026/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Bixler Run basin, central Pennsylvania","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -77.39208234202778,\n 40.42947022222407\n ],\n [\n -77.39208234202778,\n 40.36345704450565\n ],\n [\n -77.27934478068183,\n 40.36345704450565\n ],\n [\n -77.27934478068183,\n 40.42947022222407\n ],\n [\n -77.39208234202778,\n 40.42947022222407\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e85d","contributors":{"authors":[{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":171411,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68649,"text":"ha552 - 1975 - Water resources of the Cedar River watershed, southeastern Minnesota","interactions":[{"subject":{"id":44063,"text":"ofr74191 - 1974 - Water resources of the Cedar River watershed, southeastern Minnesota","indexId":"ofr74191","publicationYear":"1974","noYear":false,"title":"Water resources of the Cedar River watershed, southeastern Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":68649,"text":"ha552 - 1975 - Water resources of the Cedar River watershed, southeastern Minnesota","indexId":"ha552","publicationYear":"1975","noYear":false,"title":"Water resources of the Cedar River watershed, southeastern Minnesota"},"id":1}],"lastModifiedDate":"2018-03-12T11:05:22","indexId":"ha552","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"552","title":"Water resources of the Cedar River watershed, southeastern Minnesota","docAbstract":"

The Cedar River Watershed Unit (as established by the states of Minnesota) consists of 1,204 square miles (3,118 square kilometres) of flat or gently undulating plain.

\n

The watershed is drained by the Cedar River and several smaller streams that flow south into Iowa and eventually into the Mississippi River.

\n

Its easternmost neck is part of a broad, flat, well-drained plain, covered by a thin sheet of glacial drift. Sinkholes have formed in the near surface carbonate bedrock, and a karst topography is developing. Farther north, along the east boundary, the drift is more than 200 feet (61 m) thick, and the land surface reaches altitudes of more than 1,450 feet (442 m) – the highest area in southeastern Minnesota. In the central part of the watershed in the southern flood plain of the Cedar River, the drift is less than 100 feet (30 m) thick, and the land surface altitude is less than 1,140 feet (347 m). The western part is dominated by a terminal moraine of the last Wisconsin glacier. Here the drift is more than 300 feet (91 m) thick, is poorly drained, and has numerous lakes.

\n

The watershed is mostly prairie and is well suited for farming, which is the dominant economic activity.

\n

Topographic quadrangle maps published by the U.S. Geological Survey are available for the entire watershed.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha552","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources, Division of Waters, Soils, and Minerals","usgsCitation":"Farrell, D., Broussard, W., Anderson, H.W., and Hult, M.F., 1975, Water resources of the Cedar River watershed, southeastern Minnesota: U.S. Geological Survey Hydrologic Atlas 552, 3 Plates: 51.50 x 36.50 inches or smaller, https://doi.org/10.3133/ha552.","productDescription":"3 Plates: 51.50 x 36.50 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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W.L.","contributorId":35334,"corporation":false,"usgs":true,"family":"Broussard","given":"W.L.","email":"","affiliations":[],"preferred":false,"id":628921,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Anderson, H. W. Jr.","contributorId":11187,"corporation":false,"usgs":true,"family":"Anderson","given":"H.","suffix":"Jr.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":628922,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hult, M. F.","contributorId":29817,"corporation":false,"usgs":true,"family":"Hult","given":"M.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":628923,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":29753,"text":"wri7555 - 1975 - Hydrologic environmental effects of sprayed sewage effluent; Tallahassee, Florida","interactions":[],"lastModifiedDate":"2019-07-16T08:58:01","indexId":"wri7555","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-55","title":"Hydrologic environmental effects of sprayed sewage effluent; Tallahassee, Florida","docAbstract":"

No abstract available. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7555","usgsCitation":"Slack, L.J., 1975, Hydrologic environmental effects of sprayed sewage effluent; Tallahassee, Florida: U.S. Geological Survey Water-Resources Investigations Report 75-55, v, 73 p. , https://doi.org/10.3133/wri7555.","productDescription":"v, 73 p. ","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":365564,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0055/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159314,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0055/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Tallahassee","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84.4134521484375,\n 30.358656420788783\n ],\n [\n -84.09484863281249,\n 30.358656420788783\n ],\n [\n -84.09484863281249,\n 30.51494904517773\n ],\n [\n -84.4134521484375,\n 30.51494904517773\n ],\n [\n -84.4134521484375,\n 30.358656420788783\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606d4a","contributors":{"authors":[{"text":"Slack, L. J.","contributorId":44157,"corporation":false,"usgs":true,"family":"Slack","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202061,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28929,"text":"wri7513 - 1975 - Drainage areas for Illinois streams","interactions":[],"lastModifiedDate":"2020-04-06T16:42:43.448549","indexId":"wri7513","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-13","displayTitle":"Drainage Areas for Illinois Streams","title":"Drainage areas for Illinois streams","docAbstract":"

Drainage areas were tabulated for all streams in Illinois which drain over 100 square miles. at sites where streamflow data have been collected, and at other selected locations. Areas were planimetered on U.S. Geological Survey topographic quadrangle maps and balanced to known areas taken from Smithsonian Geographical Tables of areas of quadrilaterals of the earth's surface (procedures and standards recommended by Subcommittee on Hydrology, Federal Inter-Agency River Basin Committee). Streams are tabulated in sequence; first, the Ohio River basin, followed by the St. Lawrence River basin, and finally, the Mississippi River basin. Streams are listed in downstream order, starting at the headwaters; the rank of the stream system within each basin is indicated by indention. At sites where streamflow data had been collected, previously assigned U.S. Geological Survey eight-digit numbers are used. These numbers, which describe unique sites, increase in downstream order. All locations are identified by reference to a town, land-line location, topo­graphic quadrangle, and county at the point where the drainage area was determined. An alphabetical index is provided.

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Director, Central Midwest Water Science Center
U.S. Geological Survey
405 North Goodwin
Urbana, IL 61801

","tableOfContents":"","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635f6e","contributors":{"authors":[{"text":"Ogata, Kent M.","contributorId":6488,"corporation":false,"usgs":true,"family":"Ogata","given":"Kent","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200636,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28918,"text":"wri7517 - 1975 - Hydrology of the Lake Wingra basin, Dane County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-21T12:00:41","indexId":"wri7517","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-17","title":"Hydrology of the Lake Wingra basin, Dane County, Wisconsin","docAbstract":"

A water budget was prepared to identify the components of the hydrologic system in the Lake Wingra basin. The Lake Wingra basin, which includes a small eutrophic lake within the city of Madison, Wis., is partly a protected area and partly an urbanized area. Measured and estimated inflow and outflow to and from the lake in 1 year (June 1972 to May 1973) was about 4.5 metres (15 feet)—approximately twice the volume of the lake. Inflow to the lake is about 25 percent from direct precipitation on the lake surface, and the rest from nearly equal amounts of surface runoff and ground-water inflow. Outflow from the lake is about 10 percent ground-water outflow, 15 percent evaporation from the lake surface, and 75 percent discharge at the surface outlet. Increased withdrawal of water from municipal and industrial wells in Madison has slowed the rate of flow through the lake.

\n

The calculated 1972 water budget for the lake showed gains of about 3,560 millimetres (140 inches) and losses of about 3,500 millimetres (138 inches). A discrepancy of about 60 millimetres (2 inches) probably was caused in part by uncertainties in ground-water inflow and outflow. Effects of evapotranspiration and ground-water inflow in the marsh area southwest of the lake also probably contribute to the discrepancy.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7517","collaboration":"Prepared in cooperation with University of Wisconsin-Extension, Geological and Natural History Survey","usgsCitation":"Oakes, E.L., Hendrickson, G.E., and Zuehls, E., 1975, Hydrology of the Lake Wingra basin, Dane County, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 75-17, v, 31 p., https://doi.org/10.3133/wri7517.","productDescription":"v, 31 p.","numberOfPages":"40","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":57790,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119757,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0017/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane County","otherGeospatial":"Lake Wingra","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.61273193359375,\n 42.8699254870066\n ],\n [\n -89.61273193359375,\n 43.303195047973034\n ],\n [\n -89.0826416015625,\n 43.303195047973034\n ],\n [\n -89.0826416015625,\n 42.8699254870066\n ],\n [\n -89.61273193359375,\n 42.8699254870066\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601b79","contributors":{"authors":[{"text":"Oakes, Edward L.","contributorId":79517,"corporation":false,"usgs":true,"family":"Oakes","given":"Edward","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hendrickson, G. E.","contributorId":99958,"corporation":false,"usgs":true,"family":"Hendrickson","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200618,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zuehls, E.E.","contributorId":19942,"corporation":false,"usgs":true,"family":"Zuehls","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":200616,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":68666,"text":"ha521 - 1975 - Water resources of Gove, Logan, and Wallace Counties, west-central Kansas","interactions":[],"lastModifiedDate":"2018-12-10T15:07:54","indexId":"ha521","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"521","title":"Water resources of Gove, Logan, and Wallace Counties, west-central Kansas","docAbstract":"

This atlas presents information on the geology and water resources of a three-county area in west-central Kansas (index map). The report is intended promarily as a guide to the availability of ground water, which is the main source of supply for domestic, stock, inductrial, irrigation, and municipal uses. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha521","usgsCitation":"McClain, T.J., Jenkins, E., Keene, K.M., and Pabst, M.E., 1975, Water resources of Gove, Logan, and Wallace Counties, west-central Kansas: U.S. Geological Survey Hydrologic Atlas 521, 2 Plates: 37.28 x 23.87 inches and 39.74 x 33.32 inches, https://doi.org/10.3133/ha521.","productDescription":"2 Plates: 37.28 x 23.87 inches and 39.74 x 33.32 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":186050,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ha521.PNG"},{"id":360122,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/521/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327452,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/521/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Kansas","county":"Gove County, Logan County, Wallace County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -102,38.7 ], [ -102,39.11666666666667 ], [ -100.16666666666667,39.11666666666667 ], [ -100.16666666666667,38.7 ], [ -102,38.7 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0804","contributors":{"authors":[{"text":"McClain, Thomas J.","contributorId":104981,"corporation":false,"usgs":true,"family":"McClain","given":"Thomas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":278675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jenkins, Edward D.","contributorId":17972,"corporation":false,"usgs":true,"family":"Jenkins","given":"Edward D.","affiliations":[],"preferred":false,"id":643066,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Keene, Katherine M.","contributorId":17994,"corporation":false,"usgs":true,"family":"Keene","given":"Katherine","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":643067,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Pabst, Marilyn E.","contributorId":25566,"corporation":false,"usgs":true,"family":"Pabst","given":"Marilyn","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":643068,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":67951,"text":"ha554 - 1975 - Hydrology and water resources of the Charles River basin, Massachusetts","interactions":[{"subject":{"id":16414,"text":"ofr74241 - 1974 - Hydrology and water resources of the Charles River basin, Massachusetts","indexId":"ofr74241","publicationYear":"1974","noYear":false,"title":"Hydrology and water resources of the Charles River basin, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":67951,"text":"ha554 - 1975 - Hydrology and water resources of the Charles River basin, Massachusetts","indexId":"ha554","publicationYear":"1975","noYear":false,"title":"Hydrology and water resources of the Charles River basin, Massachusetts"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:29","indexId":"ha554","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"554","title":"Hydrology and water resources of the Charles River basin, Massachusetts","docAbstract":"The Charles River basin encompasses about 300 square miles of gently rolling to hilly terrain, with altitudes ranging from 586 feet in Hopkinton to below 10 feet in Boston, Mass. The area is essentially urban, although the towns in the upper basin still retain some rural character. The population of the middle and upper parts increased 80 percent between 1950 and 1970, while the population in the lower part declined 4 percent. This atlas summarizes the water resources and associated water problems of the area. The investigation upon which the atlas is based was made from 1968 to 1971 and is part of a series covering the major river basins in Massachusetts. The study area includes 251 sq mi of drainage area above the gaging station at Waltham. (Woodard-USGS)","language":"ENGLISH","doi":"10.3133/ha554","usgsCitation":"Walker, E.H., Wandle, S.W., and Caswell, W.W., 1975, Hydrology and water resources of the Charles River basin, Massachusetts: U.S. Geological Survey Hydrologic Atlas 554, 7 maps on 3 sheets :col. ;102 x 87 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/ha554.","productDescription":"7 maps on 3 sheets :col. ;102 x 87 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":185484,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89164,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/554/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89165,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/554/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89166,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/554/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.55,42.03333333333333 ], [ -71.55,42.45 ], [ -70.15,42.45 ], [ -70.15,42.03333333333333 ], [ -71.55,42.03333333333333 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604b7d","contributors":{"authors":[{"text":"Walker, Eugene H.","contributorId":24761,"corporation":false,"usgs":true,"family":"Walker","given":"Eugene","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277380,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wandle, S. William","contributorId":95862,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":277381,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Caswell, William W.","contributorId":6133,"corporation":false,"usgs":true,"family":"Caswell","given":"William","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277379,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30545,"text":"wri7512 - 1975 - Satellite relay and processing of hydrologic data in south Florida","interactions":[],"lastModifiedDate":"2018-11-02T10:21:07","indexId":"wri7512","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-12","title":"Satellite relay and processing of hydrologic data in south Florida","docAbstract":"

Management of water in south Florida requires current hydrologic data on water levels and rainfall. This need is being met by a data processing system which provides near-real-time data from remote areas. The flow of data is from data-collection platforms at field sites via LANDSAT-1 satellite to the National Aeronautics and Space Administration's (NASA) ground-receiving stations to the NASA Data Processing Facility at Goddard Space Flight Center to the Miami office of the U.S. Geological Survey to data users. The process requires only a few hours, and current data are provided to water-management agencies in several different forms. The system has proven to be dependable.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7512","usgsCitation":"Wimberly, E., 1975, Satellite relay and processing of hydrologic data in south Florida: U.S. Geological Survey Water-Resources Investigations Report 75-12, 19 p., https://doi.org/10.3133/wri7512.","productDescription":"19 p.","costCenters":[],"links":[{"id":160722,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0012/report-thumb.jpg"},{"id":359105,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0012/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 \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.63916015625,\n 25.075648445630527\n ],\n [\n -79.903564453125,\n 25.075648445630527\n ],\n [\n -79.903564453125,\n 27.27416111737468\n ],\n [\n -82.63916015625,\n 27.27416111737468\n ],\n [\n -82.63916015625,\n 25.075648445630527\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdc1f","contributors":{"authors":[{"text":"Wimberly, E.T.","contributorId":50180,"corporation":false,"usgs":true,"family":"Wimberly","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":203434,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28056,"text":"wri7524 - 1975 - Water and the South Florida environment","interactions":[],"lastModifiedDate":"2023-01-27T20:30:33.304177","indexId":"wri7524","displayToPublicDate":"1975-12-31T21:20:00","publicationYear":"1975","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":"75-24","title":"Water and the South Florida environment","docAbstract":"

Ecological problems are a major concern to Florida as well as to the Nation. National attention was focused on these problems in September 1968, when the Port Authority of Dade County began to con-struct a jetport for supersonic aircraft on a 39-square-mile tract 6 miles north of Everglades National Park and on the east edge of the Big Cypress Swamp. Conservation groups and citizens raised questions as to the effects of a regional jetport and the attendant satellite growth on the water resources and biological communities of the National Park. The Department of the Interior began studies to investigate the situation. One study, Leopold (1969), reported on the unfavorable ecological effects of the attendant satellite growth.

Then Secretary of the Interior, Walter J. Hickel, directed the U.S. Geological Survey to study the water resources of the Big Cypress to determine which parts of the Big Cypress contribute the major part of the water necessary to maintain adequate water supplies for Everglades National Park. This was done in a report by Klein and others (1970).

At about the same time, the Departments of interior and Transportation, the State of Florida, and the Dade County Port Authority con-curred in assigning to the Secretary of the Interior certain responsibilities for planning, developing, and coordinating an ecological study of south Florida. A primary objective of the ecological study is to provide information that will assist in the formulation of land-use policy consistent with the protection of the environment of Everglades National Park, the adjacent estuaries, and the public water supplies.

The part of the investigation describing the surface-water and ground-water resources of south Florida was assigned to the Geological Survey. The quantity and quality of surface water and ground water and their interrelation with estuarine and marine waters are here considered. Also considered are the problems, present or future, related to the hydrologic environment that involve human, animal, and plant life. Changes taking place, apparent trends, and projections for the future are also considered, as well as alternatives for water management.

The Geological Survey effort began in January 1971, when aerial photography and selected qualitative hydrologic data were obtained. However, most of the information upon which this report Is based was obtained by the Geological Survey in cooperative programs with several local, State, and Federal agencies since about 1940. The long-term support of the U.S. Army Corps of Engineers, the National Park Service, U.S. Navy, Florida Department of Natural Resources, Central and Southern Florida Flood Control District, Dade, Broward, Palm Beach and Collier Counties, Miami and Miami Beach, Ft. Lauderdale, Naples and others in the collection of data is gratefully acknowledged.

A prolonged drought throughout south Florida from September 1970 to May 1971 accentuated the importance and timeliness of the study. The drought brought about a readvance of sea-water intrusion in many coastal areas, which necessitated restrictions on water use. The effect of drought on the regional water supply, continued population growth and increased water demands, and deterioration of the water quality in many of the canals and waterways of the urban areas accentuated the need for improved water management and land-use planning.

As a result of the water crisis, the Governor of Florida called a special conference in September 1971. The conference, attended by foremost scientific and government personnel, proposed creation of an agency that would develop and implement comprehensive land and water-use plans for south Florida that would minimize environmental degradation.


","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7524","usgsCitation":"Klein, H., Armbruster, J., McPherson, B.F., and Freiberger, H., 1975, Water and the South Florida environment: U.S. Geological Survey Water-Resources Investigations Report 75-24, 165 p., https://doi.org/10.3133/wri7524.","productDescription":"165 p.","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":377240,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0024/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 75-24"},{"id":157985,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0024/coverthb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.584228515625,\n 25.095548539604252\n ],\n [\n -79.639892578125,\n 25.095548539604252\n ],\n [\n -79.639892578125,\n 27.23021032948516\n ],\n [\n -82.584228515625,\n 27.23021032948516\n ],\n [\n -82.584228515625,\n 25.095548539604252\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"

Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314

Contact Pubs Warehouse

","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa333","contributors":{"authors":[{"text":"Klein, Howard","contributorId":62189,"corporation":false,"usgs":true,"family":"Klein","given":"Howard","email":"","affiliations":[],"preferred":false,"id":199141,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Armbruster, J.T.","contributorId":101622,"corporation":false,"usgs":true,"family":"Armbruster","given":"J.T.","email":"","affiliations":[],"preferred":false,"id":199144,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McPherson, B. F.","contributorId":62983,"corporation":false,"usgs":true,"family":"McPherson","given":"B.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":199142,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Freiberger, H.J.","contributorId":93944,"corporation":false,"usgs":true,"family":"Freiberger","given":"H.J.","email":"","affiliations":[],"preferred":false,"id":199143,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70199714,"text":"70199714 - 1975 - New tritium data on movement of groundwater in western Fresno County, California","interactions":[],"lastModifiedDate":"2019-03-07T13:48:21","indexId":"70199714","displayToPublicDate":"1975-10-01T10:19:59","publicationYear":"1975","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3722,"text":"Water Resources Research","onlineIssn":"1944-7973","printIssn":"0043-1397","active":true,"publicationSubtype":{"id":10}},"title":"New tritium data on movement of groundwater in western Fresno County, California","docAbstract":"

Well waters along two traverse lines were sampled in 1963 and tested for tritium concentration. Haskell et al. [1966] estimated from the apparent thermonuclear tritium concentrations that groundwater had moved westward in the lower water‐bearing zone at a maximum velocity of 14–16.5 mi (23–27 km) in 9 yr. The maximum velocities and permeabilities estimated from the 1963 sampling were about an order of magnitude greater than the velocities and permeabilities suggested by prior hydrologic and geologic evidence. Consequently, in 1966–1970 the U.S. Geological Survey sampled and tested the tritium concentrations of well waters along the same two traverses but also extended the sampling eastward. On the basis of these analyses it is concluded that (1) thermonuclear tritium had not invaded the lower zone by 1970 within the extent of the 1963 sampling and (2) although the maximum westward movement of groundwater in the lower zone from 1955 to 1970 is indeterminate, it has been less than 4 mi (6.5 km) from the recharge area in 15 yr.

","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR011i005p00716","usgsCitation":"Poland, J.F., and Stewart, G.L., 1975, New tritium data on movement of groundwater in western Fresno County, California: Water Resources Research, v. 11, no. 5, p. 716-724, https://doi.org/10.1029/WR011i005p00716.","productDescription":"9 p.","startPage":"716","endPage":"724","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":357804,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","county":"Fresno County","volume":"11","issue":"5","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","contributors":{"authors":[{"text":"Poland, Joseph Fairfield","contributorId":39423,"corporation":false,"usgs":true,"family":"Poland","given":"Joseph","email":"","middleInitial":"Fairfield","affiliations":[],"preferred":false,"id":746304,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stewart, Gordon L.","contributorId":208191,"corporation":false,"usgs":false,"family":"Stewart","given":"Gordon","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":746305,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70207208,"text":"70207208 - 1975 - The hydrological cycle: Historical evolution of the concept","interactions":[],"lastModifiedDate":"2023-07-13T11:11:26.016962","indexId":"70207208","displayToPublicDate":"1975-07-31T09:40:42","publicationYear":"1975","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3713,"text":"Water International","active":true,"publicationSubtype":{"id":10}},"title":"The hydrological cycle: Historical evolution of the concept","docAbstract":"

No abstract available. 

","language":"English","publisher":"Taylor and Francis","doi":"10.1080/02508067508685694","usgsCitation":"Nace, R.L., 1975, The hydrological cycle: Historical evolution of the concept: Water International, v. 1, no. 1, p. 15-21, https://doi.org/10.1080/02508067508685694.","productDescription":"7 p.","startPage":"15","endPage":"21","costCenters":[],"links":[{"id":370201,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"1","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Nace, R. L.","contributorId":11332,"corporation":false,"usgs":true,"family":"Nace","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":777275,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70185637,"text":"70185637 - 1975 - Monitoring regional effects of high pressure injection of wastewater in a limestone aquifer","interactions":[],"lastModifiedDate":"2017-03-24T18:10:44","indexId":"70185637","displayToPublicDate":"1975-03-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Monitoring regional effects of high pressure injection of wastewater in a limestone aquifer","docAbstract":"

More than 10 billion gallons (38 × 106 m3) of acid industrial liquid waste has been injected in about 11 years under high pressure into a saline-water-filled part of a limestone aquifer of low transmissivity between 1,400 and 1,700 feet (430 and 520 m) below land surface near Pensacola, Florida. A similar waste disposal system is planned for the same zone at a site about 8.5 miles (13.7 km) to the east. The injection zone is the lower limestone of the Floridan aquifer. The lower limestone is overlain by a confining layer of plastic clay about 220 feet (67 m) thick at the active injection site and underlain by another confining layer of shale and clay. The upper confining layer is overlain by the upper limestone of the Floridan aquifer.

The active injection system consists of two injection wells about a quarter of a mile (0.4 km) apart and three monitor wells. Two of the monitor wells (deep monitors) are used to observe hydraulic and geochemical effects of waste injection in the injection zone at locations about 1.5 miles (2.4 km) south and 1.9 miles (3.1 km) north of the center of the injection site. The third well (shallow monitor), used to observe any effects in the upper limestone, is about 100 feet (30 m) from one of the injection wells. Since 1972 the injection zone has also been monitored at a test well at the planned new injection site. Three more monitor wells in the injection zone were activated in early 1974 at sites 17 miles (27 km) northeast, 22 miles (35 km) east and 33 miles (53 km) northeast of the injection site. The six deep monitors provide a system for evaluating the regional effects of injecting wastes. No change in pressure or water quality due to injection was, by mid-1974, evident in the upper limestone at the injection site, but static pressures in the lower limestone at the site had increased 8 fold since injection began in 1963. Chemical analyses indicated probable arrival of the diluted waste at the south monitor well in 1973. By mid-1974 waste evidently had not reached the north monitor well.

Calculations indicate that by mid-1974 pressure effects from waste injection extended radially more than 40 miles (64 km) from the injection site. By mid-1974 pressure effects of injection were evident from water-level measurements made at the five deep monitor wells nearest the active injection site. No effects were recognized at the well 33 miles (53 km) away. Less than 20 miles (32 km) northeast of the active injection site, the lower limestone contains fresh water. Changes in the pressure regime due to injection indicate a tendency for northeastward movement of the fresh-water/salt-water interface in the lower limestone.

","language":"English","publisher":"Wiley","doi":"10.1111/j.1745-6584.1975.tb03077.x","usgsCitation":"Faulkner, G.L., and Pascale, C.A., 1975, Monitoring regional effects of high pressure injection of wastewater in a limestone aquifer: Groundwater, v. 13, no. 2, p. 197-208, https://doi.org/10.1111/j.1745-6584.1975.tb03077.x.","productDescription":"12 p. ","startPage":"197","endPage":"208","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338338,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"13","issue":"2","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","scienceBaseUri":"58d63043e4b05ec799131135","contributors":{"authors":[{"text":"Faulkner, Glen L.","contributorId":58302,"corporation":false,"usgs":true,"family":"Faulkner","given":"Glen","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":686176,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pascale, Charles A.","contributorId":99978,"corporation":false,"usgs":true,"family":"Pascale","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":686177,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70047450,"text":"70047450 - 1975 - Channel erosion surveys along TAPS route, Alaska, 1974","interactions":[],"lastModifiedDate":"2013-09-19T13:36:52","indexId":"70047450","displayToPublicDate":"1975-01-01T12:46:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Channel erosion surveys along TAPS route, Alaska, 1974","docAbstract":"Repeated site surveys and aerial photographs at 26 stream crossings along the trans-Alaska pipeline system (TAPS) route during the period 1969-74 provide chronologie records of channel changes that predate pipeline-related construction at the sites. The 1974 surveys and photographs show some of the channel changes wrought by construction of the haul road from the Yukon River to Prudhoe Bay and by construction of camps and working pads all along the pipeline route. No pipeline crossings were constructed before 1975. These records of channel changes together with flood and icing measurements are part of the United States Department of the lnterior's continuing surveillance program to document the hydrologic aspects of the trans-Alaska pipeline and its environmental impacts.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Anchorage, AK","doi":"10.3133/70047450","usgsCitation":"Childers, J., and Jones, S.H., 1975, Channel erosion surveys along TAPS route, Alaska, 1974: Open-File Report, vii, 145 p., https://doi.org/10.3133/70047450.","productDescription":"vii, 145 p.","numberOfPages":"161","costCenters":[],"links":[{"id":277880,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70047450/report.pdf"},{"id":276123,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70047450/report-thumb.jpg"}],"country":"United States","state":"Alaska","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -150.82,60.54 ], [ -150.82,70.39 ], [ -140.98,70.39 ], [ -140.98,60.54 ], [ -150.82,60.54 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"52021ae1e4b0e21cafa49c2d","contributors":{"authors":[{"text":"Childers, Joseph","contributorId":47277,"corporation":false,"usgs":true,"family":"Childers","given":"Joseph","affiliations":[],"preferred":false,"id":482062,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, Stanley H.","contributorId":98729,"corporation":false,"usgs":true,"family":"Jones","given":"Stanley","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":482063,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70230344,"text":"70230344 - 1975 - Summary of hydrologic conditions in Collier County, Florida 1974","interactions":[],"lastModifiedDate":"2025-04-25T15:20:10.946766","indexId":"70230344","displayToPublicDate":"1975-01-01T12:09:56","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"FL 75-007","displayTitle":"Summary of Hydrologic Conditions in Collier County, Florida 1974","title":"Summary of hydrologic conditions in Collier County, Florida 1974","docAbstract":"

No abstract is available.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70230344","collaboration":"Prepared in cooperation with Collier County and the City of Naples","usgsCitation":"McCoy, H., 1975, Summary of hydrologic conditions in Collier County, Florida 1974: Open-File Report FL 75-007, 103 p., https://doi.org/10.3133/70230344.","productDescription":"103 p.","numberOfPages":"103","costCenters":[],"links":[{"id":398318,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70230344/ofr-75-007.pdf","text":"Report","size":"2.71 MB","linkFileType":{"id":1,"text":"pdf"},"description":"OFR FL 75-007"},{"id":398317,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70230344/coverthb2.jpg"}],"country":"United States","state":"Florida","county":"Collier 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","publishedDate":"1975-10-01","noUsgsAuthors":false,"publicationDate":"1975-10-01","publicationStatus":"PW","contributors":{"authors":[{"text":"McCoy, H.J.","contributorId":26280,"corporation":false,"usgs":true,"family":"McCoy","given":"H.J.","email":"","affiliations":[],"preferred":false,"id":840034,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":69517,"text":"hu5 - 1975 - Hydrologic Unit Map -- 1974, state of California","interactions":[],"lastModifiedDate":"2022-04-14T19:34:28.532539","indexId":"hu5","displayToPublicDate":"1975-01-01T11:57:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"5","title":"Hydrologic Unit Map -- 1974, state of California","docAbstract":"

No abstract available.

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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW"} ,{"id":70047569,"text":"70047569 - 1975 - Summary of hydrologic data collected during 1974 in Dade County, Florida","interactions":[],"lastModifiedDate":"2022-04-07T15:28:49.153865","indexId":"70047569","displayToPublicDate":"1975-01-01T11:31:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"FL 75-012","title":"Summary of hydrologic data collected during 1974 in Dade County, Florida","docAbstract":"This report is ninth in a series documenting the annual hydrologic conditions in Dade County, Florida. The hydrologic conditions in Dade County for the 1974 water year (October 1, 1973 to September 30, 1974) except for rainfall are summarized in tables, graphs, and maps. The locations of ground-water data-collection stations are shown in figure 1, rainfall and surface-water stations in figure 2, and water quality sampling stations in figure 43. As shown, the network of stations is extensive. The long-term records (1940 to 1974) furnish background information vital in the analysis of effects of water-management practices.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Tallahassee, FL","doi":"10.3133/70047569","collaboration":"Prepared in cooperation with Dade County, Miami-Dade Water and Sewer Authority, City of Miami Beach, Florida Bureau of Geology, Florida Department of Natural Resources, Flood Control District of Dade County, National Park Service, US Army Corps of Engineers, US Air Force, US Navy","usgsCitation":"Hull, J., 1975, Summary of hydrologic data collected during 1974 in Dade County, Florida: Open-File Report FL 75-012, 127 p., https://doi.org/10.3133/70047569.","productDescription":"127 p.","numberOfPages":"131","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":277870,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70047569/ofrfl75012.pdf","text":"Report","size":"33.5 MB","linkFileType":{"id":1,"text":"pdf"},"description":"FL 75-012"},{"id":276450,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70047569/coverthb.jpg"}],"country":"United States","state":"Florida","county":"Miami-dade County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -80.8736,25.13742 ], [ -80.8736,25.979434 ], [ -80.11793,25.979434 ], [ -80.11793,25.13742 ], [ -80.8736,25.13742 ] ] ] } } ] }","contact":"

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","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"520a03ffe4b0026c2bc11ceb","contributors":{"authors":[{"text":"Hull, J.E.","contributorId":56264,"corporation":false,"usgs":true,"family":"Hull","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":482424,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}