Hydrologic investigations in Kansas during fiscal year 1978 consisted of collecting and analyzing data to assess the State 's water resources, describe the framework of hydrologic systems , and provide quantity and quality of water data for optimum development and management. Surface-water studies were made to analyze long-term records of streamflow, basin and stream-channel characteristics, relations of rainfall and runoff , frequency of low flows and floods, interrelation of ground and surface water, and the effects of stream regulation on the quantity, quality, and availability of water supplies. Geohydrologic studies were made to determine the source, availability, quantity, and quality of water in the principal aquifers; evaluate long-range effects of irrigation, industrial, and municipal withdrawals; determine the potential for storage of liquid wastes; and prepare digital models for evaluating plans of aquifer development and management. Water-quality studies were made to define the physical, chemical, and biological character of surface and ground water; the origin transport, and character of solutes and sediment in streams; the areal and temporal changes in water quality; and the suitability of water for municipal, industrial and agricultural use.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601f3d","contributors":{"authors":[{"text":"Marine, I.W.","contributorId":59424,"corporation":false,"usgs":true,"family":"Marine","given":"I.W.","email":"","affiliations":[],"preferred":false,"id":237581,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56816,"text":"wdrME781 - 1979 - Water resources data for Maine, water year 1978","interactions":[],"lastModifiedDate":"2025-09-11T15:06:43.736252","indexId":"wdrME781","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"ME-78-1","title":"Water resources data for Maine, water year 1978","docAbstract":"Water resources data for the 1978 water year for Maine consist of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and water-levels and water quality of wells. This report contains discharge records for 68 gaging stations; stage only for 2 gaging stations; contents for 17 lakes and reservoirs; water quality for 13 gaging stations and 22 wells; and water levels for 22 observation wells. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrME781","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Water resources data for Maine, water year 1978: U.S. Geological Survey Water Data Report ME-78-1, vii, 230 p., https://doi.org/10.3133/wdrME781.","productDescription":"vii, 230 p.","costCenters":[],"links":[{"id":174938,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1978/me-78-1/report-thumb.jpg"},{"id":495319,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1978/me-78-1/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629a51","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":532918,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56818,"text":"wdrFL783A1 - 1979 - Water resources data for Florida, water year 1978; Volume 3A-1. Southwest Florida surface water","interactions":[],"lastModifiedDate":"2023-01-20T17:09:11.515058","indexId":"wdrFL783A1","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"FL-78-3A-1","title":"Water resources data for Florida, water year 1978; Volume 3A-1. Southwest Florida surface water","docAbstract":"Water resources data for the 1978 water year for northeast Florida consist of records of stage, discharge, and water quality of streams; elevation and water quality of lakes and reservoirs; water-levels and water quality of wells; and discharge and water quality of springs. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating state and federal agencies in Florida.
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Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-922","title":"Preconstruction and postconstruction ground-water levels, Lock and Dam 5 and 6, Red River Valley, Louisiana","docAbstract":"Proposed construction of a series of locks and dams in the Red River in Louisiana will cause a permanent increase in average river stage. The potentiometric surface of the shallow alluvial aquifer and the water table in the fine-grained material confining the aquifer will be affected. The purpose of this study, using digital-modeling techniques, was to predict the average postconstruction potentiometric surface (steady state) and the water table (nonsteady state) so that potential effects of the water-level changes could be evaluated. Plans for lock and dam 5 at mile 243 (kilometer 390) above the mouth of the Red River call for a pool elevation of 145 feet (44 meters) and will cause an average increase in river stage of 23 feet (7.0 meters). As a result, ground-water levels in the pool area will be raised to near land surface in much of the area between the river and Bayou Pierre and as much as 2 miles (3.2 kilometers) east of the river from the dam upstream to realined mile 220 (kilometer 350). Areas of Barksdale Air Force Base where levels are now near land surface would be enlarged and extend downstream along Flat River to near Curtis. The potentiometric surface may be above land surface near Howard, Anderson Island, and Dixie Gardens. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Baton Rouge, LA","doi":"10.3133/ofr79922","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers and the U.S. Soil Conservation Service","usgsCitation":"Ludwig, A.H., and Terry, J.E., 1979, Preconstruction and postconstruction ground-water levels, Lock and Dam 5 and 6, Red River Valley, Louisiana: U.S. Geological Survey Open-File Report 79-922, Report: v, 24 p.; 4 Plates: 31.71 x 40.60 inches and smaller, https://doi.org/10.3133/ofr79922.","productDescription":"Report: v, 24 p.; 4 Plates: 31.71 x 40.60 inches and smaller","numberOfPages":"30","costCenters":[],"links":[{"id":279430,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0922/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":279431,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0922/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":170145,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0922/report-thumb.jpg"},{"id":279432,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0922/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":406348,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_30420.htm","linkFileType":{"id":5,"text":"html"}},{"id":279433,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0922/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":275874,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0922/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","country":"United States","state":"Louisiana","otherGeospatial":"Red River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.85,\n 32.117\n ],\n [\n -93.408,\n 32.117\n ],\n [\n -93.408,\n 32.642\n ],\n [\n -93.85,\n 32.642\n ],\n [\n -93.85,\n 32.117\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a19f","contributors":{"authors":[{"text":"Ludwig, A. H.","contributorId":63007,"corporation":false,"usgs":true,"family":"Ludwig","given":"A.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":237579,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Terry, J. E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237580,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":56829,"text":"wdrFL782B - 1979 - Water resources data for Florida, water year 1978; Volume 2B. South Florida ground water","interactions":[],"lastModifiedDate":"2023-01-20T17:12:11.444829","indexId":"wdrFL782B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"FL-78-2B","title":"Water resources data for Florida, water year 1978; Volume 2B. South Florida ground water","docAbstract":"Water resources data for the 1978 water year for northeast Florida consist of records of stage, discharge, and water quality of streams; elevation and water quality of lakes and reservoirs; water-levels and water quality of wells; and discharge and water quality of springs. Additional water data were collected at various sites, not part of the systematic data collection program, and are published as miscellaneous measurements. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating state and federal agencies in Florida.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrFL782B","collaboration":"Prepared in cooperation with the State of Florida and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Water resources data for Florida, water year 1978; Volume 2B. 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f741a","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":532925,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48465,"text":"ofr79921 - 1979 - Preconstruction and postconstruction ground-water levels, Lock and Dam 4, Red River Valley, Louisiana","interactions":[],"lastModifiedDate":"2013-12-12T15:55:18","indexId":"ofr79921","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-921","title":"Preconstruction and postconstruction ground-water levels, Lock and Dam 4, Red River Valley, Louisiana","docAbstract":"Proposed construction of a series of locks and dams in the Red River in Louisiana will cause a permanent increase in average river stage. The potentiometric surface of the shallow alluvial aquifer and the water table in the fine-grained material confining the aquifer will be affected. The purpose of this study, using digital-modeling techniques, was to predict the average postconstruction potentiometric surface (steady state) and the water table (nonsteady state) so that potential effects of the water-level changes could be evaluated. Plans for lock and dam 4 at realined mile 154 (kilometer 250) above the mouth of the Red River call for a pool elevation of 115 feet (35 meters) and will cause an average increase in river stage ranging from 24 to 4.5 feet (7 to 1.4 meters). As a result, ground-water levels will be raised 1 foot (0.3 meter) or more between the Red River and Bayou Pierre from the dam to Coushatta , and below Campti, east of the river. The potentiometric surface may be at or near land surface in low areas between the Red River and Bayou Pierre, and above land surface locally upstream from the dam. The magnitude of ground-water-level fluctuations near the river will be reduced to less than half the present range.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Barton Rouge, LA","doi":"10.3133/ofr79921","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers and the U.S. Soil Conservation Service","usgsCitation":"Ludwig, A.H., and Reed, J., 1979, Preconstruction and postconstruction ground-water levels, Lock and Dam 4, Red River Valley, Louisiana: U.S. Geological Survey Open-File Report 79-921, Report: v, 22 p.; 6 Plates: 39.49 x 39.10 inches and smaller, https://doi.org/10.3133/ofr79921.","productDescription":"Report: v, 22 p.; 6 Plates: 39.49 x 39.10 inches and smaller","numberOfPages":"28","costCenters":[],"links":[{"id":170080,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0921/report-thumb.jpg"},{"id":279434,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0921/plate-1.pdf"},{"id":279435,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0921/plate-2.pdf"},{"id":279436,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0921/plate-3.pdf"},{"id":279437,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0921/plate-4.pdf"},{"id":279438,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0921/plate-5.pdf"},{"id":279439,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0921/plate-6.pdf"},{"id":275875,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0921/report.pdf"}],"scale":"62500","country":"United States","state":"Louisiana","otherGeospatial":"Red River Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -93.666667,31.75 ], [ -93.666667,32.25 ], [ -93.0,32.25 ], [ -93.0,31.75 ], [ -93.666667,31.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca75","contributors":{"authors":[{"text":"Ludwig, A. H.","contributorId":63007,"corporation":false,"usgs":true,"family":"Ludwig","given":"A.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":237578,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, J.E.","contributorId":41801,"corporation":false,"usgs":true,"family":"Reed","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":237577,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48464,"text":"ofr79920 - 1979 - Preconstruction and postconstruction ground-water levels, Lock and Dam 3, Red River Valley, Louisiana","interactions":[],"lastModifiedDate":"2013-12-13T10:21:23","indexId":"ofr79920","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-920","title":"Preconstruction and postconstruction ground-water levels, Lock and Dam 3, Red River Valley, Louisiana","docAbstract":"Proposed construction of a series of locks and dams in the Red River in Louisiana will cause a permanent increase in average river stage. The potentiometric surface of the shallow alluvial aquifer and the water table in the fine-grained material confining the aquifer will be affected. The purpose of this study, using digital-modeling techniques, was to predict the average postconstruction potentiometric surface (steady state) and the water table (nonsteady state) so that potential effects of the water-level changes could be evaluated. Plans for lock and dam 3 at realined mile 111 (kilometer 179) above the mouth of the Red River call for a pool elevation of 87 feet (27 meters) and will cause an average increase in river stage ranging from 21 to 3.5 feet (l.4 to 1.1 meters). As a result, ground-water levels will be raised to near land surface in low areas east of the river from the damsite to Aloha and in a 0.5-mile (0.8-kilometer) strip along the west side extending 9 miles (14 kilometers) above the dam. The potentiometric surface may be above land surface locally near the dam. The magnitude of ground-water-level fluctuations near the river will be reduced to less than half the preconstruction range.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79920","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the Soil Conservation Service and U.S. Army Corps of Engineers","usgsCitation":"Ludwig, A.H., and Terry, J.E., 1979, Preconstruction and postconstruction ground-water levels, Lock and Dam 3, Red River Valley, Louisiana: U.S. Geological Survey Open-File Report 79-920, 6 Plates: 32.84 x 42.30 inches and smaller, https://doi.org/10.3133/ofr79920.","productDescription":"6 Plates: 32.84 x 42.30 inches and smaller","costCenters":[],"links":[{"id":170079,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0920/report-thumb.jpg"},{"id":279441,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0920/plate-2.pdf"},{"id":279442,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0920/plate-3.pdf"},{"id":279444,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0920/plate-5.pdf"},{"id":279445,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0920/plate-6.pdf"},{"id":279443,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0920/plate-4.pdf"},{"id":279440,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0920/plate-1.pdf"}],"scale":"62500","country":"United States","state":"Louisiana","otherGeospatial":"Red River Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -93.083333,31.333333 ], [ -93.083333,31.916667 ], [ -92.666667,31.916667 ], [ -92.666667,31.333333 ], [ -93.083333,31.333333 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db67431b","contributors":{"authors":[{"text":"Ludwig, A. H.","contributorId":63007,"corporation":false,"usgs":true,"family":"Ludwig","given":"A.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":237575,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Terry, J. E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237576,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43428,"text":"ofr791548 - 1979 - Land use and land cover and associated maps for Cedar City, SE, Utah, Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:04:54","indexId":"ofr791548","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1548","title":"Land use and land cover and associated maps for Cedar City, SE, Utah, Arizona","language":"ENGLISH","doi":"10.3133/ofr791548","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1979, Land use and land cover and associated maps for Cedar City, SE, Utah, Arizona: U.S. Geological Survey Open-File Report 79-1548, 2 maps ;55 x 90 cm., https://doi.org/10.3133/ofr791548.","productDescription":"2 maps ;55 x 90 cm.","costCenters":[],"links":[{"id":135256,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1642","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":531165,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48463,"text":"ofr79919 - 1979 - Preconstruction and postconstruction ground-water levels, Lock and Dam 2, Red River Valley, Louisiana","interactions":[],"lastModifiedDate":"2013-12-13T10:31:21","indexId":"ofr79919","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-919","title":"Preconstruction and postconstruction ground-water levels, Lock and Dam 2, Red River Valley, Louisiana","docAbstract":"Proposed construction of a series of locks and dams in the Red River in Louisiana will cause a permanent increase in average river stage. The potentiometric surface of the shallow alluvial aquifer and the water table in the fine-grained material confining the aquifer will be affected. The purpose of this study using digital-modeling techniques, was to predict the average postconstruction potentiometric surface (steady state) and the water table (nonsteady state) so that potential effects of the water-level changes could be evaluated. Plans for lock and dam 2 at mile 87 (kilometer 140) above the mouth of the Red River call for a pool elevation of 58 feet (17.7 meters) and will cause an average increase in river stage of 12.5 feet (3.8 meters). As a result, ground-water levels will be raised 1 foot (0.3 meter) or more within 4 miles (6.4 kilometers) of the river and will be near land surface in low areas. The potentiometric surface may be as much as 1 to 2 feet (0.3 to 0.6 meter) above land surface south of Latanier along Chatlin Lake Canal and south of the Annandale area of Alexandria. The magnitude of ground-water-level fluctuations near the river will be reduced.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Baton Rouge, Louisiana","doi":"10.3133/ofr79919","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers and the U.S. Soil Conservation Service","usgsCitation":"Ludwig, A.H., 1979, Preconstruction and postconstruction ground-water levels, Lock and Dam 2, Red River Valley, Louisiana: U.S. Geological Survey Open-File Report 79-919, Report: iv, 18 p.; 4 Plates: 31.85 x 39.79 and smaller, https://doi.org/10.3133/ofr79919.","productDescription":"Report: iv, 18 p.; 4 Plates: 31.85 x 39.79 and smaller","numberOfPages":"23","costCenters":[],"links":[{"id":170078,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0919/report-thumb.jpg"},{"id":279448,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0919/plate-3.pdf"},{"id":279449,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0919/plate-4.pdf"},{"id":279446,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0919/plate-1.pdf"},{"id":279447,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0919/plate-2.pdf"},{"id":275877,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0919/report.pdf"}],"scale":"62500","country":"United States","state":"Louisiana","otherGeospatial":"Red River Valley","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -92.75,31.0 ], [ -92.75,31.5 ], [ -92.25,31.5 ], [ -92.25,31.0 ], [ -92.75,31.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db6735a5","contributors":{"authors":[{"text":"Ludwig, A. H.","contributorId":63007,"corporation":false,"usgs":true,"family":"Ludwig","given":"A.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":237574,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48451,"text":"ofr791526 - 1979 - Depths of channels in the area of the San Juan Basin Regional Uranium Study, New Mexico, Colorado, Arizona, and Utah","interactions":[],"lastModifiedDate":"2012-02-02T00:10:04","indexId":"ofr791526","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1526","title":"Depths of channels in the area of the San Juan Basin Regional Uranium Study, New Mexico, Colorado, Arizona, and Utah","docAbstract":"During December 1977 and January 1978 about 280 measurements were made of the depths of channels (arroyos) more than 6 feet deep in the San Juan Basin area. More than half of the measurements were made at sites where channel depths had been previously measured Between 1964 and 1969. Some channels in the western part of the basin had Been re-measured in 1969 and in 1971. \r\n\r\nThe principal areas Being dissected by arroyos are near highlands along the margins of the Basin and in uplands in the northeastern part of the Basin. The most severe dissection by arroyos and the deepest arroyos--commonly Between 40 and 60 feet deep--are in the southeastern part of the Basin. Dissection By arroyos is least in the central part of the Basin near the Chaco River where most arroyos are less than 10 feet deep. Elsewhere, moderate dissection predominates with most arroyos Between 12 and 40 feet deep.\r\n\r\nComparison of measurements made from 1964-71 with those made in 1977-78 shows that more channels in the western San Juan Basin were filling than were downcutting. Downcutting or filling was generally less than 2 feet. About two-fifths of the sites measured showed less than half a foot of downcutting or filling. Maximum downcutting was 4 feet along the Rio San Jose in the southeastern part of the basin. Maximum filling of 7 feet was along the Chaco River at the Chaco Canyon National Monument. Along ii other streams elsewhere in the western part of the basin, channels were filled 3 to 4.5 feet. The few measurements made in the southeastern San Juan Basin indicate that since 1964 downcutting has predominated over filling. \r\n\r\nLarge floods during the summer of 1977 caused some change in channel depths in the southwestern part of the San Juan Basin. Some of the channels appeared to have been filled during the years prior to the cutting that occurred from the 1977 floods. At other places, flood flows aggraded (filled) channels. \r\n\r\nThe rate of erosion and arroyo formation in the entire San Juan Basin is effected by man. The southeastern part of the basin--having been occupied by man for several centuries--shows the greatest effects of man on the rate of arroyo formation. Recent urban developments, particularly near Gallup, also appear to have affected the rate of erosion and arroyo formation. In contrast, arroyos appear to be aggrading below many earth-fill dams. \r\n\r\nIn general, the effects of the petroleum, coal, and uranium exploration and development on arroyo formation have been minimal because the main trenching of the arroyos predates oil and mining operations. Some modification--degradation or aggradation--of the arroyos and local trenching of new arroyos have taken place in the area of some of the mines. Most of the observed effects from the mining operations on erosion and aggradation relate to the discharge of mine and mill water into the nearby streams.","language":"ENGLISH","doi":"10.3133/ofr791526","usgsCitation":"Cooley, M.E., 1979, Depths of channels in the area of the San Juan Basin Regional Uranium Study, New Mexico, Colorado, Arizona, and Utah: U.S. Geological Survey Open-File Report 79-1526, v, 41, [21] leaves : ill., maps (5 fold. in pocket) ; 28 cm., https://doi.org/10.3133/ofr791526.","productDescription":"v, 41, [21] leaves : ill., maps (5 fold. in pocket) ; 28 cm.","costCenters":[],"links":[{"id":161558,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1526/report-thumb.jpg"},{"id":85262,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1526/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85263,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1526/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85264,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1526/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85265,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1526/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85266,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1526/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85267,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1526/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db629158","contributors":{"authors":[{"text":"Cooley, Maurice E.","contributorId":8077,"corporation":false,"usgs":true,"family":"Cooley","given":"Maurice","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237551,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48447,"text":"ofr791272 - 1979 - Ground-water levels in alluvium on the South coast of Puerto Rico, February 1978","interactions":[],"lastModifiedDate":"2012-02-02T00:10:04","indexId":"ofr791272","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1272","title":"Ground-water levels in alluvium on the South coast of Puerto Rico, February 1978","docAbstract":"Ground-water levels in the alluvial aquifer of the south coast of Puerto Rico in February 1978 were similar to or slightly higher than those of February 1977. Water levels rose about 2 to 3 meters in the northern section near the foothills in the coastal plain area from Salinas to Patillas and in the Guanica-Penuelas area. Pumpage remained unchanged in most of the areas under study. Pumping-water levels were above mean sea level in all industrial well fields. Pumping and static water levels were below mean sea level (1 to 3 meters), in public supply and irrigation wells in the areas of Playa de Ponce, Descalabrado-Punta Petrona, and in the vicinity of the town of Salinas. These levels are considered to be normal for the dry season in these highly irrigated areas. Sixty-four water samples collected from irrigation, industrial and salinity observation wells exhibited similar or lower chloride concentration than in previous years. The average chloride concentration for 1978 was 57 milligrams per liter. (USGS)","language":"ENGLISH","doi":"10.3133/ofr791272","usgsCitation":"Diaz, J.R., 1979, Ground-water levels in alluvium on the South coast of Puerto Rico, February 1978: U.S. Geological Survey Open-File Report 79-1272, 17 p.; 3 over-size sheets, https://doi.org/10.3133/ofr791272.","productDescription":"17 p.; 3 over-size sheets","costCenters":[],"links":[{"id":162925,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1272/report-thumb.jpg"},{"id":85260,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1272/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db69818f","contributors":{"authors":[{"text":"Diaz, Jose R.","contributorId":9229,"corporation":false,"usgs":true,"family":"Diaz","given":"Jose","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":237547,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43174,"text":"ofr79403 - 1979 - Land use and land cover and associated maps for Charlottesville, Virginia, West Virginia","interactions":[{"subject":{"id":43173,"text":"ofr7634 - 1976 - Land use and land cover and associated maps for Charlottesville, W. 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The Cape Canaveral quadrangle, in central Brevard, includes part of the Merritt Island National Wildlife Refuge, John F. Kennedy Space Center (NASA), and Cape Canaveral Air Force Station. The eastern part of the quadrangle is occupied by the Atlantic Ocean and the western part by estuarine waters of the Banana River. Topography is characterized by numerous elongate sand dumes, with altitudes up to 10 feet or greater, which roughly parallel the estuary and ocean.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79336","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Cape Canaveral Quadrangle, Florida: U.S. Geological Survey Open-File Report 79-336, 5 Plates: 23.73 x 36.34 or smaller, https://doi.org/10.3133/ofr79336.","productDescription":"5 Plates: 23.73 x 36.34 or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":172739,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr79336.PNG"},{"id":326951,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-1.pdf"},{"id":326952,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-2.pdf"},{"id":326953,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-3.pdf"},{"id":326954,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-4.pdf"},{"id":326955,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0336/plate-5.pdf"}],"country":"United States","state":"Florida","otherGeospatial":"Cape Canaveral","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.628662109375,\n 28.405896722414823\n ],\n [\n -80.628662109375,\n 28.514556057751705\n ],\n [\n -80.50094604492186,\n 28.514556057751705\n ],\n [\n -80.50094604492186,\n 28.405896722414823\n ],\n [\n -80.628662109375,\n 28.405896722414823\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db60652c","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228520,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228519,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}