In August 1961, the Geological Survey, in cooperation with the city of Dallas, began a program of investigations designed to evaluate hydrologic factors affecting floods on several small streams in Dallas. During the 1977 water year, the original program was expanded to include the greater Dallas metropolitan area.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79562","collaboration":"Prepared in cooperation with the cities of Dallas, Garland and Mesquite; the Dallas County Department of Public Works; and the Texas Department of Water Resources","usgsCitation":"Hampton, B., and Wood, C., 1979, Hydrologic data for urban studies in the Dallas, Texas, metropolitan area, 1977: U.S. Geological Survey Open-File Report 79-562, 146 p., https://doi.org/10.3133/ofr79562.","productDescription":"146 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":150776,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0562/report-thumb.jpg"},{"id":403251,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0562/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"Dallas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -97.00927734375,\n 32.59310597426537\n ],\n [\n -96.52587890625,\n 32.59310597426537\n ],\n [\n -96.52587890625,\n 32.97180377635759\n ],\n [\n -97.00927734375,\n 32.97180377635759\n ],\n [\n -97.00927734375,\n 32.59310597426537\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607d7a","contributors":{"authors":[{"text":"Hampton, B.B.","contributorId":43362,"corporation":false,"usgs":true,"family":"Hampton","given":"B.B.","email":"","affiliations":[],"preferred":false,"id":180502,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wood, C.M.","contributorId":106454,"corporation":false,"usgs":true,"family":"Wood","given":"C.M.","email":"","affiliations":[],"preferred":false,"id":180503,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8246,"text":"ofr791297 - 1979 - Summary of hydrologic data for Tampa Bypass Canal System, July 1974 to September 1976","interactions":[],"lastModifiedDate":"2024-03-11T18:22:11.183644","indexId":"ofr791297","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":"79-1297","title":"Summary of hydrologic data for Tampa Bypass Canal System, July 1974 to September 1976","docAbstract":"The Tampa Bypass Canal is part of a flood-control project east of the city of Tampa under construction by the U.S. Army Corps of Engineers. It will divert floodwater from the Hillsborough River at points upstream from Tampa through a canal system to McKay Bay. The U.S. Geological Survey began a hydrologic data program in 1974 to provide data needed to identify existing hydrologic conditions and to evaluate the effects of canal construction. A network of surface-water and ground-water sites was designed to monitor changes in nutrients, trace metals, major inorganic constituents, pesticides, and benthic invertebrates along the canal system; to monitor changes in trace elements, common constituents, nitrates, specific conductance, and chlorides in the Floridan aquifer; and to monitor changes in the potentiometric surface of the Floridan aquifer.
In 1974-75, the monitoring program consisted of drilling 12 monitor wells and initiation of the surface-water sampling program. In 1976, the program consisted of drilling five additional wells, continuation of the surface-water sampling, initiation of ground-water sampling program, and monitoring of discharge from springs.
Water-quality data for nine surface-water sites in the basin were collected at each of the control structure sites, in the tidal portion of the canal, and at each of the major tributaries to the canal system.
Fifteen ground-water sites were sampled annually to provide information on ground-water quality. Ten wells were sampled semiannually for dissolved chloride concentrations to provide information on the freshwater-saltwater interface. Ground-water levels were collected at 34 wells in the areas adjacent to the canal to monitor changes in the potentiometric surface in the Floridan aquifer.
Discharge measurements from springs along the canal system were made in 1969-73 and 1976 to provide data on the quantity of ground water entering the canal. A daily discharge station was operated at structure S-160 to determine quantity of water flowing from the canal system into the bay.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791297","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Causseaux, K.W., and Rollins, H., 1979, Summary of hydrologic data for Tampa Bypass Canal System, July 1974 to September 1976: U.S. Geological Survey Open-File Report 79-1297, iv, 74 p., https://doi.org/10.3133/ofr791297.","productDescription":"iv, 74 p.","costCenters":[],"links":[{"id":426506,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1297/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142058,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1297/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Tampa","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.60182943316552,\n 28.08882190162491\n ],\n [\n -82.60182943316552,\n 27.846197307615455\n ],\n [\n -82.36560217558342,\n 27.846197307615455\n ],\n [\n -82.36560217558342,\n 28.08882190162491\n ],\n [\n -82.60182943316552,\n 28.08882190162491\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699069","contributors":{"authors":[{"text":"Causseaux, Kennedy W.","contributorId":60644,"corporation":false,"usgs":true,"family":"Causseaux","given":"Kennedy","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":157414,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rollins, H.C.","contributorId":102885,"corporation":false,"usgs":true,"family":"Rollins","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":157415,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9862,"text":"ofr791257 - 1979 - Summary of U.S. Geological Survey investigations and hydrologic conditions in the Southwest Florida Water Management District for 1978","interactions":[],"lastModifiedDate":"2014-03-25T08:22:33","indexId":"ofr791257","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":"79-1257","title":"Summary of U.S. Geological Survey investigations and hydrologic conditions in the Southwest Florida Water Management District for 1978","docAbstract":"This report summarizes water-resources investigations in the Southwest Florida Water Management District performed by the U.S. Geological Survey, Water Resources Division, for fiscal year 1978. The investigations are part of the Federal program of appraising the nation 's water resources. The cooperative program for fiscal year 1978 included 37 interpretive investigations. Abstracts of 30 reports released during 1978 and a bibliography of reports released since 1933 are included. The hydrologic setting of southwest Florida and discussions of surface-water, ground-water, and quality-of-water conditions are given. Hydrologic conditions in southwest Florida are described and illustrated by hydrographs of selected surface-water, ground-water and lake-stage data collection sites. In addition, summaries of water-use data and data on the regional observation monitor-well program are provided. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Tallahassee, FL","doi":"10.3133/ofr791257","collaboration":"Prepared in cooperation with the Southwest Florida Water Management District","usgsCitation":"Knutilla, R.L., and Rollins, H., 1979, Summary of U.S. Geological Survey investigations and hydrologic conditions in the Southwest Florida Water Management District for 1978: U.S. Geological Survey Open-File Report 79-1257, vi, 118 p., https://doi.org/10.3133/ofr791257.","productDescription":"vi, 118 p.","numberOfPages":"125","costCenters":[],"links":[{"id":281979,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr791257.jpg"},{"id":284490,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1257/report.pdf"}],"country":"United States","state":"Florida","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -83.0127,26.0667 ], [ -83.0127,29.3439 ], [ -81.2659,29.3439 ], [ -81.2659,26.0667 ], [ -83.0127,26.0667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd7523e4b0b2908510a111","contributors":{"authors":[{"text":"Knutilla, Robert Lloyd","contributorId":34131,"corporation":false,"usgs":true,"family":"Knutilla","given":"Robert","email":"","middleInitial":"Lloyd","affiliations":[],"preferred":false,"id":160421,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rollins, H.C.","contributorId":102885,"corporation":false,"usgs":true,"family":"Rollins","given":"H.C.","email":"","affiliations":[],"preferred":false,"id":160422,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":23047,"text":"ofr78556C - 1979 - Drainage areas of surface water bodies of the Androscoggin River basin in southwestern Maine","interactions":[{"subject":{"id":23047,"text":"ofr78556C - 1979 - Drainage areas of surface water bodies of the Androscoggin River basin in southwestern Maine","indexId":"ofr78556C","publicationYear":"1979","noYear":false,"chapter":"C","title":"Drainage areas of surface water bodies of the Androscoggin River basin in southwestern Maine"},"predicate":"IS_PART_OF","object":{"id":7104,"text":"ofr78556 - 1978 - Drainage areas in Maine","indexId":"ofr78556","publicationYear":"1978","noYear":false,"title":"Drainage areas in Maine"},"id":1}],"isPartOf":{"id":7104,"text":"ofr78556 - 1978 - Drainage areas in Maine","indexId":"ofr78556","publicationYear":"1978","noYear":false,"title":"Drainage areas in Maine"},"lastModifiedDate":"2026-03-06T17:29:06.085301","indexId":"ofr78556C","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":"78-556","chapter":"C","title":"Drainage areas of surface water bodies of the Androscoggin River basin in southwestern Maine","docAbstract":"The report contains drainage-area values for: lakes and ponds included in the Maine Informational Display Analysis System (MIDAS) File 906-Z, streams that drain an area greater than 25 mi2, dams, and hydrologic data collection sites. Supplemental information in the report includes State and Federal location systems used to identify these lake and stream sites.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78556C","issn":"0094-9140","collaboration":"Prepared in cooperation with the Maine Department of Environmental Protection","usgsCitation":"Fontaine, R.A., 1979, Drainage areas of surface water bodies of the Androscoggin River basin in southwestern Maine: U.S. Geological Survey Open-File Report 78-556, v, 42 p., https://doi.org/10.3133/ofr78556C.","productDescription":"v, 42 p.","costCenters":[],"links":[{"id":156510,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0556-c/report-thumb.jpg"},{"id":430537,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0556-c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Maine","otherGeospatial":"southwestern Maine","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -71.06393235651797,\n 45.29753588602347\n ],\n [\n -71.06393235651797,\n 43.73199023165171\n ],\n [\n -70.19036783952112,\n 43.73199023165171\n ],\n [\n -70.19036783952112,\n 45.29753588602347\n ],\n [\n -71.06393235651797,\n 45.29753588602347\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635eab","contributors":{"authors":[{"text":"Fontaine, Richard A. rfontain@usgs.gov","contributorId":2379,"corporation":false,"usgs":true,"family":"Fontaine","given":"Richard","email":"rfontain@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":189346,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":23046,"text":"ofr78556D - 1979 - Drainage areas of surface water bodies of southern Maine coastal river basins","interactions":[{"subject":{"id":23046,"text":"ofr78556D - 1979 - Drainage areas of surface water bodies of southern Maine coastal river basins","indexId":"ofr78556D","publicationYear":"1979","noYear":false,"chapter":"D","title":"Drainage areas of surface water bodies of southern Maine coastal river basins"},"predicate":"IS_PART_OF","object":{"id":7104,"text":"ofr78556 - 1978 - Drainage areas in Maine","indexId":"ofr78556","publicationYear":"1978","noYear":false,"title":"Drainage areas in Maine"},"id":1}],"isPartOf":{"id":7104,"text":"ofr78556 - 1978 - Drainage areas in Maine","indexId":"ofr78556","publicationYear":"1978","noYear":false,"title":"Drainage areas in Maine"},"lastModifiedDate":"2026-03-06T17:31:06.362869","indexId":"ofr78556D","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":"78-556","chapter":"D","title":"Drainage areas of surface water bodies of southern Maine coastal river basins","docAbstract":"The report contains drainage-area values for: lakes and ponds included in the Maine Informational Display Analysis System (MIDAS) File 906-Z, streams that drain areas greater than 25 mil2, dams, and locations where hydrologic data are collected. Supplemental information includes State and Federal location systems used to identify these lakes and stream sites.
","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr78556D","collaboration":"Prepared in cooperation with the Maine Department of Environmental Protection","usgsCitation":"Fontaine, R.A., 1979, Drainage areas of surface water bodies of southern Maine coastal river basins: U.S. Geological Survey Open-File Report 78-556, v, 23 p., https://doi.org/10.3133/ofr78556D.","productDescription":"v, 23 p.","costCenters":[],"links":[{"id":156410,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0556-d/report-thumb.jpg"},{"id":430924,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0556-d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Maine","otherGeospatial":"southern Maine coastal river basins","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -70.98803591566755,\n 44.012500974934795\n ],\n [\n -70.98803591566755,\n 43.10514349722354\n ],\n [\n -70.1862776504574,\n 43.10514349722354\n ],\n [\n -70.1862776504574,\n 44.012500974934795\n ],\n [\n -70.98803591566755,\n 44.012500974934795\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635eec","contributors":{"authors":[{"text":"Fontaine, Richard A. rfontain@usgs.gov","contributorId":2379,"corporation":false,"usgs":true,"family":"Fontaine","given":"Richard","email":"rfontain@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":189345,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19344,"text":"ofr79402 - 1979 - Water-resources investigations of the U.S. Geological Survey in Colorado; fiscal year 1979","interactions":[],"lastModifiedDate":"2017-09-29T08:34:41","indexId":"ofr79402","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":"79-402","title":"Water-resources investigations of the U.S. Geological Survey in Colorado; fiscal year 1979","docAbstract":"Water-resources investigations of the U.S. Geological Survey in Colorado consist of collecting water-resources data and conducting interpretive hydrologic investigations. The water-resources data and the results of the investigations are published or released by either the U.S. Geological Survey or by cooperating agen-cies. This report describes the water-resources investigations in Colorado for the 1979 fiscal year (October 1, 1978, to September 30, 1979).
The U.S. Geological Survey's investigations of the water resources of Colo-rado are under the direction of James F. Blakey, District Chief. The Colorado District office is located in Building 53, Denver Federal Center, Lakewood, Colo. (fig. 1). The Colorado District has four subdistrict offices located in Grand Junction, Lakewood, Meeker, and Pueblo (fig. 1).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79402","usgsCitation":"1979, Water-resources investigations of the U.S. Geological Survey in Colorado; fiscal year 1979: U.S. Geological Survey Open-File Report 79-402, Report: iv, 101 p.; Plate: 26.64 x 22.16 inches, https://doi.org/10.3133/ofr79402.","productDescription":"Report: iv, 101 p.; Plate: 26.64 x 22.16 inches","costCenters":[{"id":191,"text":"Colorado Water Science Center","active":true,"usgs":true}],"links":[{"id":346218,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0402/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151786,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0402/report-thumb.jpg"},{"id":346219,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0402/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685ff5","contributors":{"compilers":[{"text":"Hillier, Donald E.","contributorId":105282,"corporation":false,"usgs":true,"family":"Hillier","given":"Donald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":711164,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":6162,"text":"pp1130 - 1979 - Hydrologic and human aspects of the 1976-77 drought","interactions":[],"lastModifiedDate":"2012-02-02T00:05:55","indexId":"pp1130","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"1130","title":"Hydrologic and human aspects of the 1976-77 drought","docAbstract":"The drought of 1976-77 was the most severe in at least 50 years in many parts of the United States. Record low amounts of rainfall, snowfall, and runoff, and increased withdrawals of ground water were prevalent. The use of carry-over storage in reservoirs during 1976 maintained streamflow at near normal levels, but some reservoirs went dry or dropped below the outlet works in 1977. Carry-over storage in the fall of 1977 was very low. Ground-water levels were at or near record low levels in many aquifers, hundreds of wells went dry, and thousands of wells were drilled. Yet no wide-spread deterioration of ground-water quality was reported. Water-quality problems arose in some streams and lakes, but most were localized and of short duration. Water rationing became a way of life in numerous areas , and water was hauled in many rural areas and to a few towns. Water use was affected by legal agreements or decisions, some of which were modified for the duration of the drought, and by the inability of water managers to efficiently manage surface and ground waters as one resource under existing law. There are still many drought related problems to solve and many challenges to be met before the next drought occurs. The advancement of techniques in many fields of endeavor in recent years plus ongoing, planned, and proposed research on drought and the risks involved are promising thrusts that should make it easier to cope with the next drought. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp1130","usgsCitation":"Matthai, H.F., 1979, Hydrologic and human aspects of the 1976-77 drought: U.S. Geological Survey Professional Paper 1130, 84 p., https://doi.org/10.3133/pp1130.","productDescription":"84 p.","costCenters":[],"links":[{"id":126668,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1130/report-thumb.jpg"},{"id":33266,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1130/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687f83","contributors":{"authors":[{"text":"Matthai, Howard F.","contributorId":106491,"corporation":false,"usgs":true,"family":"Matthai","given":"Howard","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":152222,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19362,"text":"ofr79523 - 1979 - Progress report to the Arkansas State Highway and Transportation Commission for year ending September 30, 1978","interactions":[],"lastModifiedDate":"2022-10-17T20:37:57.470686","indexId":"ofr79523","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":"79-523","title":"Progress report to the Arkansas State Highway and Transportation Commission for year ending September 30, 1978","docAbstract":"The economic design of bridges and culverts requires a knowledge of the magnitude and frequency of floods for all size drainage basins. In addition, an analysis of the hydrologic and hydraulic characteristics at specific sites where unusual circumstances exist is a prerequisite to design.
The Arkansas State Highway and Transportation Commission and the U.S. Geological Survey have a mutual interest in flood-frequency and open-channel hydraulics and are therefore cooperating in a program to provide information necessary to meet their objectives.
This report is a summary of the accomplishments of the cooperative program. Included are plans for future work and a brief description of related water-resources programs of the Geological Survey in Arkansas.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79523","collaboration":"Prepared in cooperation with the Arkansas State Highway and Transportation Commission","usgsCitation":"Hines, M.S., 1979, Progress report to the Arkansas State Highway and Transportation Commission for year ending September 30, 1978: U.S. Geological Survey Open-File Report 79-523, Report: ii, 22 p.; 1 Plate: 22.37 x 18.67 inches, https://doi.org/10.3133/ofr79523.","productDescription":"Report: ii, 22 p.; 1 Plate: 22.37 x 18.67 inches","costCenters":[],"links":[{"id":151401,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0523/report-thumb.jpg"},{"id":408431,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0523/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":408432,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0523/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1479","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for West Fork Blue River, Washington County, Indiana","docAbstract":"The Indiana State Board of Health is developing a water-quality management plan that includes establishing limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in West Fork Blue River was used to predict alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.
Alternative waste loads that would permit instream dissolved-oxygen concentrations of at least 5.0 milligrams per liter for West Fork Blue River in Washington County, Ind., were determined. All point-source waste loads that potentially impact West Fork Blue River are in the town of Salem. The Salem municipal wastewater-treatment facility is the only facility in the modeled reach that has a National Pollution Discharge Elimination System permit to discharge organic waste.
In-stream dissolved-oxygen concentration averaged 96.5 percent of saturation at selected sites on West Fork Blue River during two 24-hour summer surveys. This high dissolved-oxygen concentration reflects small carbonaceous and nitrogenous waste loads, adequate dilution of waste by the stream, and natural reaeration. Nonpoint source waste loads accounted for an average of 53.2 percent of the total carbonaceous biochemical-oxygen demand and 90.2 percent of the nitrogenous biochemical-oxygen demand.
Waste-load assimilation was studied for both summer and annual 7-day, 10-year low flow. Natural streamflow for these conditions was zero, so no benefit from dilution was provided. The projected reaeration capacity of the stream was not sufficient to maintain at least 5 milligrams per liter dissolved oxygen in the stream with current waste-discharge restrictions. Consequently, during low flows, advanced waste treatment (nitrification-denitrification) or some other form of ammonia removal may be necessary to meet current Indiana stream water-quality standards for ammonia and dissolved oxygen. During winter low flow, ammonia toxicity, rather than dissolved-oxygen concentration, was the limiting water-quality criterion downstream from the Salem wastewater-treatment facility.
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available the 1977 records of water levels and related data for the principal aquifers of the State. These records and data provide a means for evaluating available ground-water supplies. Long- term records serve as a framework to which short-term records may be related. Also, water levels in areas of heavy pumping may be compared to levels in areas of little or no pumping.
This report is written for municipalities, industries, institutions, consultants, drillers, hydrologists, and other people interested in the groundwater resources of the State.
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Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1514","title":"In situ bulk density and porosity estimates from borehole gravity data in limestones of the Madison Group; test well No. 1, Crook County, Wyoming","docAbstract":"In 1975 the U.S. Geological Survey, in cooperation with the Old West Regional Commission, prepared a plan of study (U.S. Geological Survey, 1975) for evaluating the water-supply potential of limestone of the Madison Group and associated rocks. To obtain better subsurface hydrologic and geologic information it was recognized that Madison Group test wells would have to be drilled. This report tabulates the results of in situ bulk density and porosity determinations from borehole gravity data obtained in the first of these wells, test well no. 1.
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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1044E","usgsCitation":"Hobba, W., Fisher, D., Pearson, F.J., and Chemerys, J., 1979, Hydrology and geochemistry of thermal springs of the Appalachians: U.S. Geological Survey Professional Paper 1044, 36 p., https://doi.org/10.3133/pp1044E.","productDescription":"36 p.","costCenters":[],"links":[{"id":31776,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1044e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117266,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1044e/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605067","contributors":{"authors":[{"text":"Hobba, W.A. Jr.","contributorId":77518,"corporation":false,"usgs":true,"family":"Hobba","given":"W.A.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":149895,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fisher, D.W.","contributorId":77519,"corporation":false,"usgs":true,"family":"Fisher","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":149896,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pearson, F. J. Jr.","contributorId":7696,"corporation":false,"usgs":true,"family":"Pearson","given":"F.","suffix":"Jr.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":149894,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Chemerys, J.C.","contributorId":94293,"corporation":false,"usgs":true,"family":"Chemerys","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":149897,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":20060,"text":"ofr79561 - 1979 - Water-resources investigations in Kansas; fiscal year 1978","interactions":[],"lastModifiedDate":"2017-09-29T08:33:15","indexId":"ofr79561","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":"79-561","title":"Water-resources investigations in Kansas; fiscal year 1978","docAbstract":"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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J.","contributorId":25133,"corporation":false,"usgs":true,"family":"Combs","given":"L. J.","affiliations":[],"preferred":false,"id":181986,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":19497,"text":"ofr791294 - 1979 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1977","interactions":[],"lastModifiedDate":"2026-01-07T15:13:31.112772","indexId":"ofr791294","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":"79-1294","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1977","docAbstract":"Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, Dallas and Dallas County, Fort Worth, Houston, and San Antonio.
The U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban hydrology study are as follows:1. To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume; 2. To determine the effect of urban development on flood peaks and volume; 3. To ascertain the variation in water quality for different flow conditions and different seasons.
This report, the fourteenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents the basic hydrologic data collection in the Houston urban area for the1977 water year (October 1976 to September 1977).
A previous report by Johnson and Sayre (April 1973) utilized records collected from 1965 to 1969 to make a study of the effects of urbanization on floods in the Houston area. The report also summarizes various basin parameters.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791294","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Hutchison, J.S., 1979, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1977: U.S. Geological Survey Open-File Report 79-1294, 166 p., https://doi.org/10.3133/ofr791294.","productDescription":"166 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":152755,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1294/report-thumb.jpg"},{"id":498377,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1294/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.36819458007811,\n 30.039377605001338\n ],\n [\n -95.42587280273438,\n 30.039377605001338\n ],\n [\n -95.49179077148438,\n 30.03462216002981\n ],\n [\n -95.56320190429686,\n 30.0262995822237\n ],\n [\n -95.62774658203125,\n 30.001327656702326\n ],\n [\n -95.73348999023438,\n 29.969211659636663\n ],\n [\n -95.83648681640624,\n 29.92756435779241\n ],\n [\n -95.87493896484374,\n 29.888280933159265\n ],\n [\n -95.86257934570312,\n 29.80251790576445\n ],\n [\n -95.86944580078125,\n 29.75364773335698\n ],\n [\n -95.8447265625,\n 29.69640358280457\n ],\n [\n -95.79940795898438,\n 29.672542219068987\n ],\n [\n -95.69641113281249,\n 29.630771207229\n ],\n [\n -95.63186645507812,\n 29.60092416008231\n ],\n [\n -95.51513671875,\n 29.57106827738255\n ],\n [\n -95.40252685546875,\n 29.511330027309146\n ],\n [\n -95.28030395507812,\n 29.485034019181064\n ],\n [\n -95.17730712890625,\n 29.482643134466617\n ],\n [\n -95.086669921875,\n 29.499378142743375\n ],\n [\n -94.99740600585938,\n 29.532839863453397\n ],\n [\n -94.95483398437499,\n 29.551955878093022\n ],\n [\n -94.9493408203125,\n 29.604506272365295\n ],\n [\n -94.96719360351562,\n 29.653449050468925\n ],\n [\n -94.9822998046875,\n 29.680894340704334\n ],\n [\n -95.01800537109374,\n 29.71787396585316\n ],\n [\n -95.0372314453125,\n 29.744109309616487\n ],\n [\n -95.06881713867188,\n 29.76556948666697\n ],\n [\n -95.06744384765625,\n 29.797751134173065\n ],\n [\n -95.07705688476562,\n 29.837070205715218\n ],\n [\n -95.10314941406249,\n 29.871610558533725\n ],\n [\n -95.1361083984375,\n 29.925183985247404\n ],\n [\n -95.15396118164062,\n 29.972780616663897\n ],\n [\n -95.14572143554688,\n 29.997759725578906\n ],\n [\n -95.185546875,\n 30.01916538794235\n ],\n [\n -95.2294921875,\n 30.02511058549258\n ],\n [\n -95.2789306640625,\n 30.029866486852946\n ],\n [\n -95.33660888671875,\n 30.032244351965684\n ],\n [\n -95.36819458007811,\n 30.039377605001338\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607bd0","contributors":{"authors":[{"text":"Hutchison, James S.","contributorId":79916,"corporation":false,"usgs":true,"family":"Hutchison","given":"James","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":181012,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38700,"text":"pp813N - 1979 - Summary appraisals of the nation's ground-water resources – Lower Mississippi region","interactions":[],"lastModifiedDate":"2021-12-14T21:51:09.30903","indexId":"pp813N","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"N","title":"Summary appraisals of the nation's ground-water resources – Lower Mississippi region","docAbstract":"The Lower Mississippi Region comprises an area of 102,400 square miles (265,200 square kilometers). Almost all this area is in the physiographic province known as the Gulf Coastal Plain. Three small areas on the northwest boundary of the region are in the Interior Highlands.
\nThe Lower Mississippi Region has an abundance of ground water. The geologic structure in that part of the region within the Coastal Plain is an elongated trough which has been filled with permeable materials, resulting in vast subsurface reservoirs. Except in local areas where continued large withdrawals have caused significant water-level declines, these reservoirs are full.
\nRecharge to the region's aquifers is primarily from rainfall. Annual rainfall in most of the region is well distributed throughout the year and is sufficient to satisfy evapotranspiration requirements and still provide recharge to the aquifers.
\nAn estimated 844 billion cubic feet (24 billion cubic meters) of fresh ground water is available for withdrawal annually in the region. Only about one-third of this quantity is being utilized. Therefore, on this basis alone, the region still has much potential for ground-water development.
\nThe Coastal Plain aquifers within the Lower Mississippi Region contain large reserves of saltwater in the downdip limits of the aquifers. The quantity of saltwater in the region is several times that of freshwater. As desalinization techniques are developed and as more uses are found for saltwater, this reserve could become an important source of water for the region.
\nAt present (1976), the most productive and potentially productive aquifers or aquifer systems in the region are the Mississippi River valley alluvial aquifer of Quaternary age and the Sparta Sand and the Memphis aquifer (Memphis Sand in Tennessee) of Tertiary age. The Sparta Sand and the Memphis aquifer are heavily utilized and have shown significant water-level declines. However, selected well hydrographs indicate that water levels may be stabilizing under present pumping conditions. The Mississippi River valley alluvial aquifer is the most extensive high-yielding aquifer in the region; yields of several thousand gallons per minute may be obtained at depths of less than 200 feet (61 meters).
\nTo obtain maximum benefit from the vast quantities of ground water in the region, adequate attention must be given to the effects of proposed development upon the ground-water regime. Knowledge of the geologic structure and hydraulic properties of the aquifer systems is essential to an evaluation of the effects of such development. Some studies have been made in sufficient detail to provide this knowledge, but additional studies are needed.
\nActivities that could cause significant changes in the groundwater regime should be undertaken only after all available information has been considered. Failure to seek out and use such information may result in inefficient development of the groundwater resource and, in some instances, degradation of the quality of the resource.
\nSome changes always result from ground-water development. The possible changes can be grouped into three categories: hydraulic, water quality, and those affecting the physical framework of the aquifers. Generally, they are small in magnitude and areal extent. Because these changes occur below the ground surface, they are unknown to the ground-water user unless they noticeably affect the quantity or quality of water produced or cause obvious physical effects, such as land subsidence.
\nGreat advances have been made in hydrologic technology in recent years. Predictive models have been developed that make it possible for the hydroiogist to simulate aquifer responses to proposed development or other stresses. These models would be invaluable tools in progressive water-resources planning and management.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813N","usgsCitation":"Terry, J.E., Hosman, R., and Bryant, C.T., 1979, Summary appraisals of the nation's ground-water resources – Lower Mississippi region: U.S. Geological Survey Professional Paper 813, v., 41 p., https://doi.org/10.3133/pp813N.","productDescription":"v., 41 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":392894,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5069.htm"},{"id":119918,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0813n/report-thumb.jpg"},{"id":65554,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0813n/report.pdf","text":"Report","size":"16.75 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Arkansas, Kentucky, Louisiana, Mississippi, Missouri, Tennessee","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.9453125,\n 29.99300228455108\n ],\n [\n -89.12109375,\n 29.611670115197406\n ],\n [\n -88.76953125,\n 29.113775395114416\n ],\n [\n -89.56054687499999,\n 28.806173508854776\n ],\n [\n -90.263671875,\n 28.8831596093235\n ],\n [\n -90.9228515625,\n 28.92163128242129\n ],\n [\n -91.669921875,\n 29.113775395114416\n ],\n [\n -92.28515625,\n 29.267232865200878\n ],\n [\n -92.8564453125,\n 29.305561325527698\n ],\n [\n -93.3837890625,\n 29.34387539941801\n ],\n [\n -93.779296875,\n 29.53522956294847\n ],\n [\n -93.1640625,\n 30.600093873550072\n ],\n [\n -93.2080078125,\n 32.287132632616384\n ],\n [\n -93.779296875,\n 34.452218472826566\n ],\n [\n -93.779296875,\n 35.96022296929667\n ],\n [\n -92.98828125,\n 36.73888412439431\n ],\n [\n -92.10937499999999,\n 37.26530995561875\n ],\n [\n -91.14257812499999,\n 38.65119833229951\n ],\n [\n -90.867919921875,\n 38.7712163724427\n ],\n [\n -90.5712890625,\n 38.444984668894705\n ],\n [\n -90.274658203125,\n 38.108627664321276\n ],\n [\n -89.47265625,\n 37.59682400108367\n ],\n [\n -89.483642578125,\n 37.24782120155428\n ],\n [\n -89.3408203125,\n 37.046408899699564\n ],\n [\n -89.07714843749999,\n 37.142803443716836\n ],\n [\n -88.8134765625,\n 37.22158045838649\n ],\n [\n -88.516845703125,\n 37.09023980307208\n ],\n [\n -88.39599609375,\n 37.21283151445594\n ],\n [\n -88.41796875,\n 37.43125050179356\n ],\n [\n -88.187255859375,\n 37.483576550426996\n ],\n [\n -88.04443359375,\n 37.49229399862877\n ],\n [\n -87.5830078125,\n 37.52715361723378\n ],\n [\n -87.176513671875,\n 37.501010429493284\n ],\n [\n -87.198486328125,\n 36.958671131530316\n ],\n [\n -87.20947265625,\n 36.74768773190056\n ],\n [\n -87.20947265625,\n 36.615527631349224\n ],\n [\n -87.38525390624999,\n 36.049098959065645\n ],\n [\n -87.593994140625,\n 35.51434313431818\n ],\n [\n -87.9345703125,\n 35.08395557927643\n ],\n [\n -88.13232421875,\n 34.76869145755273\n ],\n [\n -88.319091796875,\n 33.211116472416855\n ],\n [\n -88.52783203125,\n 31.512995857454676\n ],\n [\n -88.4619140625,\n 31.015278981711266\n ],\n [\n -88.450927734375,\n 30.50548389892728\n ],\n [\n -88.714599609375,\n 30.315987718557867\n ],\n [\n -88.9453125,\n 29.99300228455108\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69967c","contributors":{"authors":[{"text":"Terry, J. E.","contributorId":87930,"corporation":false,"usgs":true,"family":"Terry","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":220310,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hosman, R. L.","contributorId":42978,"corporation":false,"usgs":true,"family":"Hosman","given":"R.","middleInitial":"L.","affiliations":[],"preferred":false,"id":220309,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bryant, C. T.","contributorId":7263,"corporation":false,"usgs":true,"family":"Bryant","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":220308,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":9557,"text":"ofr791163 - 1979 - Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone","interactions":[{"subject":{"id":9557,"text":"ofr791163 - 1979 - Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone","indexId":"ofr791163","publicationYear":"1979","noYear":false,"title":"Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone"},"predicate":"SUPERSEDED_BY","object":{"id":70043754,"text":"70043754 - 1981 - Bedrock aquifers in the lower Dirty Devil River basin area, Utah, with special emphasis on the Navajo sandstone","indexId":"70043754","publicationYear":"1981","noYear":false,"title":"Bedrock aquifers in the lower Dirty Devil River basin area, Utah, with special emphasis on the Navajo sandstone"},"id":1}],"supersededBy":{"id":70043754,"text":"70043754 - 1981 - Bedrock aquifers in the lower Dirty Devil River basin area, Utah, with special emphasis on the Navajo sandstone","indexId":"70043754","publicationYear":"1981","noYear":false,"title":"Bedrock aquifers in the lower Dirty Devil River basin area, Utah, with special emphasis on the Navajo sandstone"},"lastModifiedDate":"2025-12-29T15:46:44.414142","indexId":"ofr791163","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":"79-1163","title":"Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone","docAbstract":"The lower Dirty Devil River basin area in southeastern Utah has an area of about 4,300 square miles (11,1140 square kilometers) and ranges in altitude from about 3,700 to more than 11,000 feet (1,130 to 3,350 meters) above mean sea level. Precipitation, the main source of water in the area, ranges from slightly less than 6 inches (152 millimeters) per year in the lowlands to more than 30 inches per year (762 millimeters) in the Henry Mountains and along the western boundary.
Rocks that crop out in or underlie the area range from the Precambrian to the Holocene in age. The thickness of the composite section of sedimentary rocks ranges from about 7,300 feet (2,200 meters) to about 23,000 feet (7,000 meters). The Entrada, Navajo, Wingate, and Coconino Sandstones and rocks of Mississippian age are considered major aquifers because of their large areal extent or thickness or their known locally large yields to wells. The chemical quality of the water in these aquifers ranges from fresh to briny.
The permeability of the aquifers in the area is affected by folding, faulting, and igneous intrusion. These geologic processes have locally enhanced ground-water circulation by fracturing or impeded circulation by offsetting permeable beds or sealing some zones with rocks of lower permeability.
The total hydrologic system in the lower Dirty Devil River basin has estimated long-term average annual inflow and outflow of about 1.6 million acre-feet (1,970 cubic hectometers), of which about 1.55 million acre-feet (1,910 cubic hectometers) is derived from precipitation. An estimated 96 percent of the water available to the area is consumed by evapotranspiration.
The estimated gross annual average ground-water recharge is 34,000 acre-feet (42 cubic hectometers), of which 5,000 acre-feet (6.2 cubic hectometers) recharges the Navajo Sandstone. Recoverable fresh to moderately saline water stored in the Navajo, Wingate, and Coconino Sandstones is estimated to be 210 million acre-feet (259,000 cubic hectometers), of which 89 million acre-feet (110,000 cubic hectometers) is stored in the Navajo alone.
Long-term large withdrawals from the Navajo Sandstone are feasible. Withdrawal of 12,000 gallons per minute (757 liters per second) over a period of about 36 years probably would diminish the amount of water in storage by less than 1 percent. The withdrawals, would eventually diminish the average annual discharge of the Dirty Devil River by possibly as much as 13 cubic feet per second (0.37 cubic meter per second). A change of this magnitude on the flow of the Colorado River would be too small to measure.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791163","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources Division of Water Rights","usgsCitation":"Hood, J.W., and Danielson, T.W., 1979, Bedrock aquifers in the lower Dirty Devil River Basin area, Utah, with special emphasis on the Navajo sandstone: U.S. Geological Survey Open-File Report 79-1163, Report: 175 p.; 14 Figures: 25.47 x 33.30 inches or smaller; 26 Tables: 17.15 x 22.36 inches or smaller, https://doi.org/10.3133/ofr791163.","productDescription":"Report: 175 p.; 14 Figures: 25.47 x 33.30 inches or smaller; 26 Tables: 17.15 x 22.36 inches or smaller","costCenters":[],"links":[{"id":498132,"rank":32,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1979/1163/table-7-1.pdf","text":"Table 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W.","contributorId":87908,"corporation":false,"usgs":true,"family":"Hood","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":159886,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Danielson, T. W.","contributorId":48590,"corporation":false,"usgs":true,"family":"Danielson","given":"T.","middleInitial":"W.","affiliations":[],"preferred":false,"id":159885,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":9938,"text":"ofr79203 - 1979 - Hydrologic data, 1974-77, Stovepipe Wells Hotel area, Death Valley National Monument, Inyo County, California","interactions":[],"lastModifiedDate":"2025-12-29T15:10:38.975673","indexId":"ofr79203","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":"79-203","title":"Hydrologic data, 1974-77, Stovepipe Wells Hotel area, Death Valley National Monument, Inyo County, California","docAbstract":"Ground-water levels in most wells did not change significantly from 1974 to 1977 in the Stovepipe Wells Hotel area. The average water-level decline was less than 0.10 foot between August 1974 and August 1977 in 10 observation wells. Water-level contours show a depression centered on the two pumping wells, but this depression existed before the National Park Service started pumping its well.
The chemical quality of the ground water is poor. Dissolved-solids concentrations in water samples ranged from 2,730 to 6,490 milligrams per liter. Analyses of water samples from two wells showed large changes in some constituents from 1976 to 1977. Water-quality monitoring will continue at these sites to verify the changes.
Streamflow in Salt Creek has been monitored since February 1974. Base flow is seasonal, being 0.10 to 0.20 cubic foot per second during the summer and as much as three times that amount during the winter. Two chemical analyses of water from Salt Creek, representing summer and winter flow conditions, show large differences for many constituents.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79203","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Lamb, C.E., and Downing, D., 1979, Hydrologic data, 1974-77, Stovepipe Wells Hotel area, Death Valley National Monument, Inyo County, California: U.S. Geological Survey Open-File Report 79-203, iv, 19 p., https://doi.org/10.3133/ofr79203.","productDescription":"iv, 19 p.","costCenters":[],"links":[{"id":498096,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0203/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143191,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0203/report-thumb.jpg"}],"country":"United States","state":"California","county":"Inyo County","otherGeospatial":"Death Valley National Monument, Stovepipe Wells Hotel 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688475","contributors":{"authors":[{"text":"Lamb, Charles Edwin","contributorId":33318,"corporation":false,"usgs":true,"family":"Lamb","given":"Charles","email":"","middleInitial":"Edwin","affiliations":[],"preferred":false,"id":160541,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Downing, D.J.","contributorId":56217,"corporation":false,"usgs":true,"family":"Downing","given":"D.J.","email":"","affiliations":[{"id":16649,"text":"Oak Ridge National Laboratory, Environmental Sciences Division, Oak Ridge, TN 37831-6335, USA","active":true,"usgs":false}],"preferred":false,"id":160542,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25597,"text":"wri792 - 1979 - Hydrologic effects of annually diverting 131,000 acre-feet of water from Dillon Reservoir, central Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"wri792","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-2","title":"Hydrologic effects of annually diverting 131,000 acre-feet of water from Dillon Reservoir, central Colorado","docAbstract":"Because of the increased demands for water in eastern Colorado, principally in the urbanizing Denver metropolitan area, increased diversions of water from Dillon Reservoir are planned. Estimates of end-of-month storage in Dillon Reservoir, assuming the reservoir was in place and 131,000 acre-feet of water were diverted from the reservoir each year, were reconstructed by mass balance for the 1931-77 water years. Based on the analysis, the annual maximum end-of-month drawdown below the elevation at full storage would have averaged 54 feet. The maximum end-of-month drawdown below the elevation at full storage would have been 171 feet. The mean-annual discharge-weighted dissolved-solids concentrations in the Colorado River near Glenwood Springs and Cameo, Colo., and Cisco, Utah, for the 1942-77 water years, were computed assuming an annual diversion of 131,000 acre-feet of water from Dillon Reservoir. The average increases in the dissolved-solids concentrations with the 131 ,000-acre-foot diversion were 15 to 16 milligrams per liter at the three sites. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri792","usgsCitation":"Alley, W., Bauer, D.P., Veenhuis, J., and Brennan, R., 1979, Hydrologic effects of annually diverting 131,000 acre-feet of water from Dillon Reservoir, central Colorado: U.S. Geological Survey Water-Resources Investigations Report 79-2, iv, 17 p. :ill., map ;26 cm., https://doi.org/10.3133/wri792.","productDescription":"iv, 17 p. :ill., map ;26 cm.","costCenters":[],"links":[{"id":123789,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0002/report-thumb.jpg"},{"id":54341,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0002/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60700b","contributors":{"authors":[{"text":"Alley, William M.","contributorId":93030,"corporation":false,"usgs":true,"family":"Alley","given":"William M.","affiliations":[],"preferred":false,"id":194353,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bauer, D. P.","contributorId":32542,"corporation":false,"usgs":true,"family":"Bauer","given":"D.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":194352,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Veenhuis, J.E.","contributorId":6850,"corporation":false,"usgs":true,"family":"Veenhuis","given":"J.E.","affiliations":[],"preferred":false,"id":194351,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Brennan, Robert","contributorId":105695,"corporation":false,"usgs":true,"family":"Brennan","given":"Robert","email":"","affiliations":[],"preferred":false,"id":194354,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":39591,"text":"pp813R - 1979 - Summary appraisals of the nation's ground-water resources – Lower Colorado region","interactions":[],"lastModifiedDate":"2021-12-14T21:44:27.647319","indexId":"pp813R","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"R","title":"Summary appraisals of the nation's ground-water resources – Lower Colorado region","docAbstract":"This report summarizes ground-water availability in the lower Colorado region and discusses the potential for greater ground-water development and increased efficiency of water use.
\nThe climate in the most highly developed southwestern part of the region is warm and dry and that in the northeastern part is cool and moist to dry. Although the regional average annual precipitation is only about 14 inches and most streambeds are dry during most of the year, about 1.5 billion acre-feet of ground water of moderate to good chemical quality is stored in aquifers of the region. Much of the water use is founded on pumped withdrawal of ground water. However, in most of the southwestern part of the region pumpage and consumptive use are in excess of replenishment, resulting in declining water levels. In the southwestern part of the region, water levels generally are from 200-500 feet below land surface and in large areas are less than 200 feet. Large-diameter water wells in this part of the region commonly produce 500-1 ,500 gallons per minute of water. In the northeastern part of the region, water levels generally are more than 500 feet below land surface, but in some large areas water levels are from 200-500 feet, and locally are less than 200 feet below the surface. In the northeastern part of the region, water wells generally have lower yields than those to the southwest. The yields range from a few to 2,000 gallons per minute, but most wells yield from 10 to less than 500 gallons per minute. In the southwestern part of the region about 1 billion acre-feet of ground water is recoverable from storage from the water table to a depth of 700 feet below the land surface. In the northeast about 150 million acre-feet can be recovered by dewatering a 100-foot-thick section of a typical aquifer (16 million-acre area). The estimated current annual rate of ground-water depletion, occurring almost entirely in the southwestern part of the region, is 2.4-3.2 million acre-feet per year. Almost 6 million acre-feet is pumped each year-about 90 percent for agriculture, 6 percent for public supply, and 3 percent for industrial use. The percentage of use for public supply and industry is increasing each year.
\nThe potential for greater development of ground water in the southwestern part of the region is constrained by land subsidence, earth cracks, increasing costs of pumping and transportation, and moderate to poor chemical quality of water. More ground water can be developed in the northeastern part of the region, where the major constraint is pumping cost owing to low to moderate well yields and depth to water. Some benefits can be realized everywhere in the region through changes in current use and greater efficiencies of use. Additional supplies may be made available by capture of natural evapotranspiration. Increasing the efficiency of use is possible hydrologically but, in the near term, is more expensive than increasing groundwater development. Decrease of irrigation, change to water-saving methods of irrigation, use of saline water, decrease of per capita public- supply use, and more reuse of water in almost every type of use could help extend the supply and thereby reduce the current rate of ground-water depletion. Financial problems have not yet caused an overall decrease in pumpage, but, locally, operating costs or partial dewatering of the aquifer has eliminated or decreased withdrawal. Current water laws in all States of the region, except Arizona, control or allocate the use of ground water.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813R","usgsCitation":"Davidson, E., 1979, Summary appraisals of the nation's ground-water resources – Lower Colorado region: U.S. Geological Survey Professional Paper 813, Report: v, 23 p.; 3 Plates: 31.50 x 38.65 inches or smaller, https://doi.org/10.3133/pp813R.","productDescription":"Report: v, 23 p.; 3 Plates: 31.50 x 38.65 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":392893,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5072.htm"},{"id":67177,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0813r/plate-2.pdf","text":"Plate 2","size":"19.62 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 2"},{"id":67176,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0813r/plate-1.pdf","text":"Plate 1","size":"17.98 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 1"},{"id":119834,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0813r/report-thumb.jpg"},{"id":67179,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0813r/report.pdf","text":"Report","size":"4.06 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":67178,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0813r/plate-3.pdf","text":"Plate 3","size":"16.85 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 3"}],"country":"United States","state":"Arizona, California, Nevada, New Mexico, Utah","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114.85107421875,\n 32.509761735919426\n ],\n [\n -111.02783203125,\n 31.353636941500987\n ],\n [\n -108.19335937499999,\n 31.3348710339506\n ],\n [\n -108.19335937499999,\n 31.784216884487385\n ],\n [\n -107.51220703125,\n 31.765537409484374\n ],\n [\n -106.67724609375,\n 32.602361666817515\n ],\n [\n -106.80908203125,\n 33.8339199536547\n ],\n [\n -106.787109375,\n 34.77771580360469\n ],\n [\n -107.57812499999999,\n 35.817813158696616\n ],\n [\n -108.19335937499999,\n 36.10237644873644\n ],\n [\n -109.22607421875,\n 36.527294814546245\n ],\n [\n -109.92919921875,\n 36.89719446989036\n ],\n [\n -110.6982421875,\n 36.98500309285596\n ],\n [\n -110.98388671874999,\n 37.38761749978395\n ],\n [\n -112.4560546875,\n 37.56199695314352\n ],\n [\n -112.8076171875,\n 38.548165423046584\n ],\n [\n -113.44482421875,\n 38.95940879245423\n ],\n [\n -114.10400390625,\n 38.90813299596705\n ],\n [\n -115.04882812499999,\n 39.24927084622338\n ],\n [\n -115.86181640625001,\n 39.58875727696545\n ],\n [\n -116.47705078125,\n 39.740986355883564\n ],\n [\n -116.65283203124999,\n 39.757879992021756\n ],\n [\n -118.3447265625,\n 39.095962936305504\n ],\n [\n -117.94921874999999,\n 38.272688535980976\n ],\n [\n -118.16894531249999,\n 37.735969208590504\n ],\n [\n -118.037109375,\n 36.79169061907076\n ],\n [\n -117.22412109375,\n 35.79999392988527\n ],\n [\n -116.3232421875,\n 34.97600151317591\n ],\n [\n -115.99365234375,\n 33.76088200086917\n ],\n [\n -115.37841796874999,\n 33.08233672856376\n ],\n [\n -114.71923828124999,\n 32.713355353177555\n ],\n [\n -114.85107421875,\n 32.509761735919426\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699639","contributors":{"authors":[{"text":"Davidson, E. S.","contributorId":57910,"corporation":false,"usgs":true,"family":"Davidson","given":"E. S.","affiliations":[],"preferred":false,"id":221728,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27615,"text":"wri79110 - 1979 - River mileages and drainage areas for Illinois streams—Volume 1, Illinois except Illinois River basin","interactions":[],"lastModifiedDate":"2021-01-11T18:42:19.337486","indexId":"wri79110","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-110","displayTitle":"River mileages and drainage areas for Illinois streams—Volume 1, Illinois except Illinois River basin","title":"River mileages and drainage areas for Illinois streams—Volume 1, Illinois except Illinois River basin","docAbstract":"River mileages are presented for points of interest on Illinois streams draining 10 square miles or more. Points of interest include bridges, dams, gaging stations, county lines, hydrologic unit boundaries, and major tributaries. Drainage areas are presented for selected sites, including total drainage area for any stream draining at least 100 square miles. The report is contained in two volumes. This volume (Volume I) includes Illinois except Illinois River basin.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri79110","collaboration":"Prepared in cooperation with the U.S. Army of Engineers","usgsCitation":"Healy, R.W., 1979, River mileages and drainage areas for Illinois streams—Volume 1, Illinois except Illinois River basin: U.S. Geological Survey Water-Resources Investigations Report 79-110, iv, 350 p., https://doi.org/10.3133/wri79110.","productDescription":"iv, 350 p.","numberOfPages":"354","costCenters":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"links":[{"id":159003,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0110/coverthb.jpg"},{"id":361744,"rank":3,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/wri/1979/0111/wrir79_111.pdf","text":"WRI 79–111","size":"3.11 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 79–111","linkHelpText":"River Mileages and Drainage Areas for 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U.S. Geological Survey
405 North Goodwin
Urbana, IL 61801
Hydrology-related problems associated with North Carolina's major estuaries and sounds include contamination of some estuaries with municipal and industrial wastes and drainage from adjacent intensively-farmed areas, and nuisance-level algal blooms. In addition, there is excessive shoaling in some navigation channels, saltwater intrusion into usually fresh estuarine reaches, too-high or too-low salinities in nursery areas for various estuarine species, and flood damage due to hurricanes.
The Cape Fear River is the only major North Carolina estuary having a direct connection to the sea. Short-term flow throughout most of its length is dominated by ocean tides. The estuarine reaches of the Neuse-Trent, Tar-Pamlico, Chowan, and Roanoke River systems are at least partly shielded from the effects of ocean tides by the Outer Banks and the broad expanses of Pamlico and Albemarle Sounds. With the probable exception of the Roanoke River, winds are usually the dominant short-term current-producing force in these estuaries and in most of Pamlico and Albemarle Sounds.
Freshwater entering the major estuaries is, where not contaminated, of acceptable quality for drinking with minimum treatment. However, iron concentrations in excess of 0.3 milligrams per liter sometimes occur and water draining from swampy areas along the Coastal Plain is often highly colored, but these problems may be remedied with proper treatment. Nuisance-level algal blooms have been a recurring problem on the lower estuarine reaches of the Neuse, Tar-Pamlico, and Chowan rivers where nutrients (compounds of phosphorous and nitrogen) are abundant. The most destructive blooms tend to occur in the summer months during periods of low freshwater discharge and relatively high water temperatures.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7946","collaboration":"Prepared in cooperation with the North Carolina Department of Natural Resources and Community Development","usgsCitation":"Giese, G.L., Wilder, H.B., and Parker, G.G., 1979, Hydrology of major estuaries and sounds of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 79-46, Report: xiii, 175 p.; 1 Plate: 20.68 x 19.67 inches, https://doi.org/10.3133/wri7946.","productDescription":"Report: xiii, 175 p.; 1 Plate: 20.68 x 19.67 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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L.","contributorId":44898,"corporation":false,"usgs":true,"family":"Giese","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilder, Hugh B.","contributorId":83899,"corporation":false,"usgs":true,"family":"Wilder","given":"Hugh","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":197871,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Parker, Garald G. Jr.","contributorId":20310,"corporation":false,"usgs":true,"family":"Parker","given":"Garald","suffix":"Jr.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197869,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24634,"text":"ofr79509 - 1979 - Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1977","interactions":[],"lastModifiedDate":"2024-02-05T19:48:46.944567","indexId":"ofr79509","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":"79-509","title":"Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1977","docAbstract":"The collection of hydrologic data by the U.S. Geological Survey in the Mountain Creek watershed began on March 9, 1925, with the establishment of a stream-gaging station located about 2.5 miles upstream from the present site of Mountain Creek Lake Dam. The stream-gaging station was discontinued on July 5, 1933. Daily streamflow records obtained at this site are published in the annual series of Geological Survey Water-Supply Papers beginning in 1925. Monthly and yearly summaries are published in Water-Supply Paper 1312.
In October 1960, the Geological Survey resumed collection of hydrologic data in the Mountain Creek watershed by establishing three stream-gaging stations and one reservoir-content station. The data-collection sites are on Mountain Creek near Cedar Hill, Walnut Creek near Mansfield, Mountain Creek at Grand Prairie, and Mountain Creek Lake near Grand Prairie (fig. 1). In October 1970, the Geological Survey assumed operation of the stage station Mountain Creek near Duncanville (fig. 1).
Water-quality data for the 1977 water year for sites in the study area are presented in downstream order along with the streamflow data in the section \"Compilation of data.\" A complete tabulation of data, including laboratory analyses, for the 1977 water year for the Trinity River basin is given in Water resources data for Texas, TX-77-1, 1977.
The purpose of this report is to compile the records of streamflow and reservoir content for the year into a form which facilitates their use in detailed analyses of the Mountain Creek hydrologic system. This report contains basic-hydrologic data for the 1977 water year (Oct. 1, 1976-Sept. 30, 1977). Assistance in the form of funds or services was provided by the Texas Department of Water Resources and the Dallas Power and Light Company.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79509","collaboration":"Prepared in cooperation with the Dallas Power and Light Company and the Texas Department of Water Resources","usgsCitation":"Stroman, F., 1979, Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1977: U.S. Geological Survey Open-File Report 79-509, 20 p., https://doi.org/10.3133/ofr79509.","productDescription":"20 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":425395,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0509/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157820,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0509/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Mountain Creek, Trinity River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -96.52229885913458,\n 33.730057028880694\n ],\n [\n -97.91197268852052,\n 33.730057028880694\n ],\n [\n -97.91197268852052,\n 32.334930932883196\n ],\n [\n -96.52229885913458,\n 32.334930932883196\n ],\n [\n -96.52229885913458,\n 33.730057028880694\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ed42","contributors":{"authors":[{"text":"Stroman, F.L.","contributorId":103319,"corporation":false,"usgs":true,"family":"Stroman","given":"F.L.","email":"","affiliations":[],"preferred":false,"id":192294,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25459,"text":"wri7947 - 1979 - Effect on sediment yield and water quality of a nonrehabilitated surface mine in north-central Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:08:12","indexId":"wri7947","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-47","title":"Effect on sediment yield and water quality of a nonrehabilitated surface mine in north-central Wyoming","docAbstract":"Sediment and chemical quality of water data were collected from two adjacent drainage basins in northern Wyoming to compare hydrologic differences between an undisturbed basin and a surface-mined, virtually unrehabilitated basin. Rate of sediment accumulation in a pond in the basin that was surface mined for coal and left unrehabilitated was over 11 times greater than in a pond in the adjacent unmined basin. The additional sediment came primarily from barren high walls and roughly graded spoils. No sediment was yielded from ungraded spoil rows that drained to closed depressions. Most sediment yielded from the two basins was trapped in the two ponds. The chemical composition of materials from slopes, channels, and pond bottoms of the two basins were similar; however, concentrations of dissolved and suspended matter in waters of the two ponds were different. Low concentrations of dissolved chemical constituents in the pond water below the unmined basin suggest surface runoff as the source. Higher concentrations of dissolved chemical constituents , notably calcium, magnesium, and sulfate, in pond water below the mined area suggest ground-water discharge as the source. Sediment yield was a better indicator of the effects of disturbance on mined areas than chemical quality of water. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7947","usgsCitation":"Ringen, B.H., Shown, L., Hadley, R.F., and Hinkley, T.K., 1979, Effect on sediment yield and water quality of a nonrehabilitated surface mine in north-central Wyoming: U.S. Geological Survey Water-Resources Investigations Report 79-47, iv, 23 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7947.","productDescription":"iv, 23 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":121935,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0047/report-thumb.jpg"},{"id":54189,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db625219","contributors":{"authors":[{"text":"Ringen, Bruce H.","contributorId":73612,"corporation":false,"usgs":true,"family":"Ringen","given":"Bruce","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":193781,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shown, L. M.","contributorId":43757,"corporation":false,"usgs":true,"family":"Shown","given":"L. M.","affiliations":[],"preferred":false,"id":193780,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hadley, R. F.","contributorId":27028,"corporation":false,"usgs":true,"family":"Hadley","given":"R.","middleInitial":"F.","affiliations":[],"preferred":false,"id":193779,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hinkley, T. K. 0000-0001-8507-6271","orcid":"https://orcid.org/0000-0001-8507-6271","contributorId":78731,"corporation":false,"usgs":true,"family":"Hinkley","given":"T.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":193782,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":27163,"text":"wri7984 - 1979 - Estimated drawdowns in the Floridan aquifer due to increased withdrawals, Duval County, Florida","interactions":[],"lastModifiedDate":"2019-08-05T11:32:47","indexId":"wri7984","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-84","title":"Estimated drawdowns in the Floridan aquifer due to increased withdrawals, Duval County, Florida","docAbstract":"Hydrologic investigations of the Floridan aquifer in Duval County, Florida, have shown that an appropriate simplified model of the aquifer system consists of a series of sub aquifers separated by semipermeable beds. Data from more than 20 aquifer tests were reanalyzed by the Hantush modified method, which takes into account leakance from all confining units. Transmissivity values range from 20,000 to 240,000 square feet per day. Leakance was estimated to be 2.5x10 to the minus 6th power and 3.3x10 to the minus 5th power per day for the upper and lower confining units, respectively. Families of steady-state distance-drawdown curves were constructed for three representative transmissivity values based on hypothetical withdrawals from a point source ranging from 5 to 50 million gallons per day. Transient effects were not considered because the system reaches steady-state conditions within the time ranges considered. Drawdown at any point can be estimated by summing the effects of any hypothetical configuration of pumping centers. The accuracy of the parameters was checked by comparing calculated drawdowns in selected observation wells to measured water-level declines. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7984","usgsCitation":"Franks, B.J., and Phelps, G.G., 1979, Estimated drawdowns in the Floridan aquifer due to increased withdrawals, Duval County, Florida: U.S. Geological Survey Water-Resources Investigations Report 79-84, v, 22 p. , https://doi.org/10.3133/wri7984.","productDescription":"v, 22 p. ","costCenters":[],"links":[{"id":366251,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0084/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158010,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0084/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Duval County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd17b","contributors":{"authors":[{"text":"Franks, Bernard J.","contributorId":106088,"corporation":false,"usgs":true,"family":"Franks","given":"Bernard","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197670,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Phelps, G. G.","contributorId":82346,"corporation":false,"usgs":true,"family":"Phelps","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197669,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43592,"text":"ofr79505 - 1979 - Hydrologic overlay maps of the Sebastian NW quadrangle, Florida","interactions":[],"lastModifiedDate":"2022-04-18T16:20:39.138057","indexId":"ofr79505","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":"79-505","title":"Hydrologic overlay maps of the Sebastian NW quadrangle, Florida","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79505","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Sebastian NW quadrangle, Florida: U.S. Geological Survey Open-File Report 79-505, 5 Plates: 23.82 x 36.22 inches or smaller, https://doi.org/10.3133/ofr79505.","productDescription":"5 Plates: 23.82 x 36.22 inches or smaller","costCenters":[],"links":[{"id":398940,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0505/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398939,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0505/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398938,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0505/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398937,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0505/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398936,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0505/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169323,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0505/report-thumb.jpg"},{"id":397129,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_29162.htm"}],"scale":"24000","country":"United States","state":"Florida","otherGeospatial":"Sebastian NW quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.5,\n 28\n ],\n [\n -80.375,\n 28\n ],\n [\n -80.375,\n 27.875\n ],\n [\n -80.5,\n 27.875\n ],\n [\n -80.5,\n 28\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6062da","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":228427,"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":228426,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}