This report was prepared by personnel of the Iowa district of the Water Resources Division of the U.S. Geological Survey under the supervision of D. K. Leifeste, District Chief, and Alfred Clebsch, Jr., Regional Hydrologist, Central Region. It was done in cooperation with the State of Iowa and with other agencies.
\nThis report is one of a series issued by Iowa. General direction for the series is by Philip Cohen, Jr., Chief Hydrologist, U. S. Geological Survey, and S. H. Lang, Acting Assistant Chief Hydrologist for Scientific Publications and Data Management.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fde4b07f02db5f5e72","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":532306,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24116,"text":"ofr80958 - 1980 - January 1980 water levels, and data related to water-level changes, western and south-central Kansas","interactions":[],"lastModifiedDate":"2017-09-29T08:45:22","indexId":"ofr80958","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-958","title":"January 1980 water levels, and data related to water-level changes, western and south-central Kansas","docAbstract":"This report contains hydrologic data on water-level measurements in observation wells in western and south-central Kansas. The measurements were made in mid-winter, mostly in January, when pumping was minimal and water levels had recovered from the effects of pumping during the previous irrigation season. This report also provides basic hydrologic data for relating water-level changes from a \"base-reference year\" (pre-development year), a year of abnormally high rainfall and minimum pumpage (1966), and the previous year (1979). The \"base-reference year\" i s designated as 1950 for the northwestern and west-central areas, 1940 for the southwestern area, and 1944 for the south-central area. Water-level data in the south-central area also are compared with data for 1974. \"Base-reference-year\" water levels are based on measurements made during that year and on interpretation of water-table-contour maps.
Tables in the report show the depths to water level in 1940, 1944, or 1950 (pre-development years), 1966, 1974, 1979, and 1980; water-level changes from 1940-80,1944-80,1950-80,1966-80,1974-80, and 1979-80; and the average annual changes from 1940-80, 1944-80, 1950-80, 1966-80, and 1974-80. Also shown are saturated thicknesses of the deposits in 1940, 1944, or 1950, and in 1980, as well as the percentage change in saturated thickness from 1940-80, 1944-80, or 1950-80.
Maps in the report, drawn by digital plotter, show the location of observation wells where water-level measurements are made. The water-level rise or decline, 1979-80, is given to the nearest 0.01 foot; two values at the same location indicate separate wells in the same 10-acre tract.
The annual water-level measurements are made by personnel of the Division of Water Resources of the Kansas State Board of Agriculture and of the U.S. Geological Survey. State-agency support for this program is provided through the Kansas Geological Survey.
Wells in this report are numbered according to the Bureau of Land Manage- ment's system of land subdivision. In this system, the first set of digits of a well number indicates the township; the second set, the range east or west of the sixth principal meridian; and the third set, the section in which the well is situated. The first letter denotes the 160-acre tract within the section; the second, the 40-acre tract, and the third, the 10-acre tract. The letters, A, B, C, or D, are designated in a counterclockwise direction beginning in the northeast quadrant. Because there may be more than one well in a 10-acre tract, consecutive numbers, beginning with \"1\", are added in the order in which the data from the wells are collect.
Explanation of geologic units in tables 1 and 2 are: QA, Quaternary alluvium; QU, undifferentiated Quaternary deposits; TO, Ogallala Formation; KN, Niobrara Formation; KU, undifferentiated Lower Cretaceous rocks; KJ, undiffer-rentiated Lower Cretaceous and Upper Jurassic rocks.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db666fd2","contributors":{"authors":[{"text":"Pabst, M.E.","contributorId":17608,"corporation":false,"usgs":true,"family":"Pabst","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":191344,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24156,"text":"ofr80743 - 1980 - Hydrologic data for urban studies in the San Antonio, Texas, metropolitan area, 1977","interactions":[],"lastModifiedDate":"2022-12-27T21:41:38.499586","indexId":"ofr80743","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-743","title":"Hydrologic data for urban studies in the San Antonio, Texas, metropolitan area, 1977","docAbstract":"Hydrologic investigations of urban drainage basins in Texas were begun by the U.S. Geological Survey in 1954. These studies are now in progress in Austin, Dallas, Dallas County, Fort Worth, Houston, and San Antonio.
The Geological Survey, in cooperation with the Texas Department of Water Resources, expanded the existing gaging-station network in the San Antonio metropolitan area in May 1968 to begin urban hydrology studies in this area. In September 1968, the program was further expanded to include the collection of water-quality data.
The operation and maintenance of stations 08178000, San Antonio River at San Antonio; 08178700, Salado Creek (upper station) at San Antonio; and 08178800, Salado Creek (lower station) at San Antonio are funded by the San Antonio River Authority in cooperation with the Texas Department of Water Resources and the U.S. Geological Survey.
The operation and maintenance and collection of water-quality data at station 08178640, West Elm Creek at San Antonio, and station 08178645, East Elm Creek at San Antonio are funded by the Edwards Underground Water District in cooperation with the Texas Department of Water Resources and the U.S. Geological Survey. These stations will provide hydrologic data on similar and adjacent drainage basins. One drainage basin is undergoing extensive urbanization while the other is undeveloped.
The objective of the San Antonio urban-hydrology study are:
The U.S. Department of Energy is considering the feasibility of using salt domes in the northeast Texas salt-dome basin as repositories for radioactive wastes that may require complete confinement for as much as 250,000 years. Four of fourteen known shallow piercement salt domes within the basin--Keechi, Mount Sylvan, Oakwood, and Palestine Salt Domes—have been selected as candidate domes for further study and possible selection as storage sites.
\nThe salt within these domes has penetrated as much as 20,000 feet of Mesozoic and Cenozoic strata, and presently .extends to within 120 to 800 feet of the land surface. The salt penetrates or closely underlies major freshwater and salinewater aquifers within the basin. To provide a safe repository for radioactive wastes within one or more of these domes, a thorough understanding of the geohydrology needs to be obtained, and the hydrologic stability of the domes needs to be established for the expected life of the storage facility.
\nDissolution may exist at all four candidate salt domes, possibly through contact with Cretaceous or Tertiary aquifers, or through fault systems in the vicinity of the domes. Strata overlying and surrounding Palestine and Keechi Salt Domes have been arched into steeply-dipping folds that are complexly faulted. Similar conditions exist at Oakwood and Mount Sylvan Domes, except that the Tertiary strata have been only moderately disturbed.
\nCap rock, which is generally accepted to be an indication of salt dissolution, is present in varying amounts over all four domes. Salinewater has been reported at the surface at all candidate domes except Oakwood, but only two water wells near the domes yield water containing possible anomalous concentrations of dissolved chloride--one at Keechi and one at Oakwood. Possible subsurface plumes of salinewater, which are indications of instability, exist at all four domes.
\nAdditional problems concerning the hydrologic stability of Oakwood and Palestine Salt Domes have resulted from the disposal of oil-field salinewater in the cap rock at the Oakwood Dome and previous solution mining of salt at the Palestine Dome Additional investigations are needed to determine if a selected dome is hydrologically stable. Needed investigations include: (1) A more complete comparative analysis of the regional and local geohydrologic system; (2) a site-specific drilling and sampling program to analyze the cap rock-aquifer boundary, sediment distribution, hydraulic-parameter variations, hydraulic-head relationships, and hydrochemical patterns; and (3) mass-transport computer modeling of ground-water flow at the domes.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr802044","usgsCitation":"Carr, J.E., Halasz, S.J., and Peters, H.B., 1980, Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin: U.S. Geological Survey Open-File Report 80-2044, Report: iv, 39 p.; 17 Plates, https://doi.org/10.3133/ofr802044.","productDescription":"Report: iv, 39 p.; 17 Plates","numberOfPages":"43","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":171965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/2044/report-thumb.jpg"},{"id":85455,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85456,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85457,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85458,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85459,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/2044/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85444,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85445,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85446,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85460,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85447,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85448,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85449,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85450,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85451,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85452,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85453,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85454,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8944","contributors":{"authors":[{"text":"Carr, Jerry E.","contributorId":47758,"corporation":false,"usgs":true,"family":"Carr","given":"Jerry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237898,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Halasz, Stephen J.","contributorId":24015,"corporation":false,"usgs":true,"family":"Halasz","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237897,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, Henry B.","contributorId":72854,"corporation":false,"usgs":true,"family":"Peters","given":"Henry","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":237899,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24525,"text":"ofr80403 - 1980 - Hydrologic setting of Williams Lake, Hubbard County, Minnesota","interactions":[],"lastModifiedDate":"2022-09-15T18:12:26.459915","indexId":"ofr80403","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-403","title":"Hydrologic setting of Williams Lake, Hubbard County, Minnesota","docAbstract":"The hydrology and geology of Williams Lake watershed was studied to evaluate the accuracy of various methods used to determine precipitation and evaporation in lake water-balance studies and to define a lake and ground-water system according to approaches suggested by theoretical modeling studies. Regression analysis between estimated and measured precipitation at the lake showed that the accuracy of regionalization techniques is dependent on the closeness of the data network to the lake. For individual storms, the average-value method was found to be better than either the weighted average or isohyetal methods of determining precipitation, but it was least accurate in estimating 14-day average precipitation. The amount of evaporation calculated by the mass-transfer method ranged from 2 to 7 inches per month from July to October 1978, depending on the method used to determine the mass-transfer coefficient. Test drilling indicated that 30 to 150 feet of sand and gravel overlies till in the Williams Lake watershed. A sand lens about 50 feet thick occurs within the till.
\nThe configuration of the water table and vertical-head gradients measured from July to December 1978 indicate that ground water moves into the lake from the south and east and moves from the lake into the ground-water reservoir to the west. Preliminary numerical models indicate that the sand lens within the till is effectively isolated from the flow system interacting with the lake and that both inseepage and outseepage were about 1.4 inches from mid-July to mid-October 1978. When estimated as a residual in a water balance, ground water showed a net outseepage only of 1.47 inches.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr80403","collaboration":"Prepared in cooperation with Minnesota Department of Natural* Resources Division of Waters","usgsCitation":"Siegel, D., and Winter, T.C., 1980, Hydrologic setting of Williams Lake, Hubbard County, Minnesota: U.S. Geological Survey Open-File Report 80-403, vii, 56 p., https://doi.org/10.3133/ofr80403.","productDescription":"vii, 56 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":53576,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0403/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":406774,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25793.htm"},{"id":156479,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0403/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County","otherGeospatial":"Williams Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -94.67845916748047,\n 46.948152929705195\n ],\n [\n -94.66163635253906,\n 46.948152929705195\n ],\n [\n -94.66163635253906,\n 46.959870280492964\n ],\n [\n -94.67845916748047,\n 46.959870280492964\n ],\n [\n -94.67845916748047,\n 46.948152929705195\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db60547b","contributors":{"authors":[{"text":"Siegel, Donald I.","contributorId":97499,"corporation":false,"usgs":true,"family":"Siegel","given":"Donald I.","affiliations":[],"preferred":false,"id":192082,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winter, Thomas C.","contributorId":84736,"corporation":false,"usgs":true,"family":"Winter","given":"Thomas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":192081,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24526,"text":"ofr80739 - 1980 - Hydrology and water quality of the copper-nickel study region, northeastern Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T10:37:14","indexId":"ofr80739","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-739","title":"Hydrology and water quality of the copper-nickel study region, northeastern Minnesota","docAbstract":"Data were collected on the hydrology of the Copper-Nickel study region to identify the location and nature of groundwater resources, determine the flow characteristics and general quality of the major streams, and determine the potential effects of mining copper and nickel on the hydrologic stream. Groundwater generally occurs in local flow systems within surficial deposits and in fractures in the upper few hundred feet of bedrock. Yields commonly range from 1 to 5 gallons per minute from wells in surficial materials and bedrock, but can be as much as 1,000 gallons per minute from wells in the sand and gravel aquifer underlying the Embarrass River valley. Groundwater generally is calcium-magnesium bicarbonate types. Over a mineralized zone, groundwater has concentrations of copper and nickel greater than 5 micrograms per liter. The average annual runoff from streams in the study area is about 10 inches. About 60% of the annual runoff occurs during snowmelt in spring. Flood peaks are reduced in streams that have surface storage available in on-channel lakes and wetlands. Specific conductance in streams can exceed 250 micromhos per centimeter at 25 Celsius where mine dewatering supplements natural discharge. Estimated groundwater discharge to projected copper-nickel mines ranges from less than 25 to about 2,000 gallons per minute. The introduction of trace metals from future mining activities to the groundwater system can be reduced if tailings basins and stockpiles are located on material which has low permeability, such as till, peat, or bedrock. (USGS)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr80739","issn":"0094-9140","collaboration":"Prepared in cooperation with Minnesota Environmental Quality Board and the Minnesota Department of Natural Resources","usgsCitation":"Siegel, D., and Ericson, D.W., 1980, Hydrology and water quality of the copper-nickel study region, northeastern Minnesota: U.S. Geological Survey Open-File Report 80-739, Document: vi, 87 p.; 2 Plates: 10.14 x 12.42 inches and 9.87 x 12.38 inches, https://doi.org/10.3133/ofr80739.","productDescription":"Document: vi, 87 p.; 2 Plates: 10.14 x 12.42 inches and 9.87 x 12.38 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":156498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0739/report-thumb.jpg"},{"id":53577,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0739/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53578,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0739/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53579,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0739/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Copper-Nickel Study Region","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92,\n 48\n ],\n [\n -91.5,\n 48\n ],\n [\n -91.5,\n 47.5\n ],\n [\n -91.75,\n 47.5\n ],\n [\n -91.75,\n 47.25\n ],\n [\n -92.25,\n 47.25\n ],\n [\n -92.25,\n 47.75\n ],\n [\n -92,\n 47.75\n ],\n [\n -92,\n 48\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e801","contributors":{"authors":[{"text":"Siegel, Donald I.","contributorId":97499,"corporation":false,"usgs":true,"family":"Siegel","given":"Donald I.","affiliations":[],"preferred":false,"id":192084,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ericson, Donald W.","contributorId":59837,"corporation":false,"usgs":true,"family":"Ericson","given":"Donald","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":192083,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24585,"text":"ofr80595 - 1980 - A preliminary report of the geohydrology of the Mississippi salt-dome basin","interactions":[],"lastModifiedDate":"2022-07-13T00:25:28.334002","indexId":"ofr80595","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-595","title":"A preliminary report of the geohydrology of the Mississippi salt-dome basin","docAbstract":"The U.S. Department of Energy is investigating the suitability of salt domes in the Mississippi salt-dome basin as repositories for storing radioactive wastes. The Department of Energy has requested that the U.S. Geological Survey describe the groundwater hydrology of the Mississippi salt-dome basin, giving special attention to direction and rate of movement of water. In this first part of a continuing investigation the data obtained from one year of extensive literature search and data compilation are summarized. The regional groundwater hydrology in the salt-dome basin is defined with respect to (1) groundwater flow, (2) facies changes, (3) geological structure, (4) recharge and discharge, (5) freshwater-saltwater relations, and (6) identification of localities where additional data are needed. From the 50 piercement-type salt domes in the Mississippi salt-dome basin three domes (Richton, Cypress Creek, and Lampton) were selected for more intensive study. To further evaluate the geohydrology of Richton, Lampton, and Cypress Creek domes as possible sites for storage of radioactive waste, an intensive geohydrologic study based on a comprehensive test drilling program near the domes is planned. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80595","usgsCitation":"Spiers, C.A., and Gandl, L.A., 1980, A preliminary report of the geohydrology of the Mississippi salt-dome basin: U.S. Geological Survey Open-File Report 80-595, Report: v, 45 p.; 8 Plates: 10.60 × 16.40 inches or smaller, https://doi.org/10.3133/ofr80595.","productDescription":"Report: v, 45 p.; 8 Plates: 10.60 × 16.40 inches or smaller","costCenters":[],"links":[{"id":403577,"rank":11,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_11701.htm","linkFileType":{"id":5,"text":"html"}},{"id":53634,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0595/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155511,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0595/report-thumb.jpg"},{"id":53635,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0595/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53627,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0595/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53628,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0595/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53629,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0595/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53630,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0595/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53631,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0595/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53632,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0595/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53633,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0595/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Mississippi","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -91.625,\n 30.908\n ],\n [\n -88.427,\n 30.908\n ],\n [\n -88.427,\n 32.85\n ],\n [\n -91.625,\n 32.85\n ],\n [\n -91.625,\n 30.908\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8733","contributors":{"authors":[{"text":"Spiers, C. A.","contributorId":69187,"corporation":false,"usgs":true,"family":"Spiers","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":192203,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gandl, L. A.","contributorId":91856,"corporation":false,"usgs":true,"family":"Gandl","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":192204,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17976,"text":"ofr80208 - 1980 - Hydrology of Jumper Creek Canal basin, Sumter County, Florida","interactions":[],"lastModifiedDate":"2022-10-24T18:59:01.217381","indexId":"ofr80208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-208","title":"Hydrology of Jumper Creek Canal basin, Sumter County, Florida","docAbstract":"In 1960, floods caused extensive damage to agribusiness in Jumper Creek Canal basin. In 1962, a plan was developed for a proposed project to reduce the threat of floods. In 1976, a study of the hydrology of the basin was proposed to help evaluate this plan and to serve as a basis for its modification; the study was conducted from October 1976 through September 1977.
Jumper Creek Canal drains a basin of 83 square miles in which the average yearly rainfall is about 53 inches. Average runoff from the upper 40 square miles of the basin is estimated to be about 30 cubic feet per second or 10 inches per year. Evapotranspiration is estimated to be about 37 inches per year. Variation in runoff from Jumper Creek Canal is much less than that from most other basins in west-central Florida because of large storage capacity in the basin both on the surface and in the ground.
Limestone in Jumper Creek Canal basin is covered by a veneer of sand and clays which ranges in thickness from 0 to 10 feet. The study indicates that most of the base flow in the canal enters the canal east of the site of the proposed water-control structure number 5 and that the discharge in the canal at State Highway 475 has been about the same relative to rainfall in the basin since 1963 whether the base flow was derived entirely from natural inseepage or partly from mine pumpage.
The study shows that implementation of the proposed project will result in (1) a decrease in surface outflow, (2) an increase in subsurface outflow, (3) a rise in the potentiometric surface of the Floridan aquifer near the canal and (4) a tendency to increase evapotranspiration and the magnitude of floods in the basin.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80208","collaboration":"Prepared in cooperation with the Sumter County Recreation and Water Conservation and Control Authority and the U.S. Department of Agriculture Soil Conservation Service","usgsCitation":"Anderson, W., 1980, Hydrology of Jumper Creek Canal basin, Sumter County, Florida: U.S. Geological Survey Open-File Report 80-208, v, 41 p., https://doi.org/10.3133/ofr80208.","productDescription":"v, 41 p.","costCenters":[],"links":[{"id":408664,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0208/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151018,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0208/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Sumter County","otherGeospatial":"Jumper Creek Canal","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.333,\n 28.5\n ],\n [\n -81.917,\n 28.5\n ],\n [\n -81.917,\n 28.917\n ],\n [\n -82.333,\n 28.917\n ],\n [\n -82.333,\n 28.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e83a","contributors":{"authors":[{"text":"Anderson, Warren","contributorId":7712,"corporation":false,"usgs":true,"family":"Anderson","given":"Warren","affiliations":[],"preferred":false,"id":178312,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24642,"text":"ofr80346 - 1980 - Delineation of ground-water contributing areas of streams of southwest Suffolk County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:28","indexId":"ofr80346","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-346","title":"Delineation of ground-water contributing areas of streams of southwest Suffolk County, New York","docAbstract":"The hydrologic system of southwest Suffolk County consists of two major components--a deep, southward-flowing ground-water system bounded on the north by Long Islands ' regional ground-water divide and on the south by the south-shore bays and ocean, and an overlying series of shallow ground-water flow systems that are separated from one another by north-south-trending interstream water-table divides. The shallow flow systems are the source of base flow to all streams on the island. The ground-water-contributing areas of southwest Suffolk County 's 21 streams are delineated on a map. The drainage-divide locations were derived from a 1975 water-table map on the assumption that flow in the shallow flow systems is two dimensional (horizontal). This assumption is valid for the southern part of the area (adjacent to flowing streams), but, because the direction of flow in the northern part, near the regional ground-water divide, is mainly downward, the delineations for the northern part are only inferred. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80346","issn":"0094-9140","usgsCitation":"Sulam, D.J., 1980, Delineation of ground-water contributing areas of streams of southwest Suffolk County, New York (WRI/OFR): U.S. Geological Survey Open-File Report 80-346, iii, 7 p. :2 maps ;28 cm., https://doi.org/10.3133/ofr80346.","productDescription":"iii, 7 p. :2 maps ;28 cm.","costCenters":[],"links":[{"id":157938,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab4e4b07f02db66ff34","contributors":{"authors":[{"text":"Sulam, Dennis J.","contributorId":34148,"corporation":false,"usgs":true,"family":"Sulam","given":"Dennis","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":192308,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":15693,"text":"ofr8072 - 1980 - Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado","interactions":[{"subject":{"id":15693,"text":"ofr8072 - 1980 - Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado","indexId":"ofr8072","publicationYear":"1980","noYear":false,"title":"Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":38627,"text":"pp1196 - 1981 - Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado","indexId":"pp1196","publicationYear":"1981","noYear":false,"title":"Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado"},"id":1}],"supersededBy":{"id":38627,"text":"pp1196 - 1981 - Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado","indexId":"pp1196","publicationYear":"1981","noYear":false,"title":"Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado"},"lastModifiedDate":"2012-02-02T00:06:58","indexId":"ofr8072","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-72","title":"Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado","docAbstract":"Oil-shale mining activities in Piceance basin in northwestern Colorado could adversely affect the ground- and surface-water quality in the basin. This study of the hydrology and geochemistry of the area used groundwater solute-transport-modeling techniques to investigate the possible impact of the mines on water quality. Maps of the extent and structure of the aquifer were prepared and show that a saturated thickness of 2,000 feet occurs in the northeast part of the basin. Ground-water recharge in the upland areas in the east, south, and west parts of the basin moves down into deeper zones in the aquifer and laterally to the discharge areas along Piceance and Yellow Creeks. The saline zone and the unsaturated zone provide the majority of the dissolved solids found in the ground water. Precipitation, ion-exchange, and oxidation-reduction reactions are also occurring in the aquifer. Model simulations of groundwater pumpage in tracts C-a and C-b indicate that the altered direction of groundwater movement near the pumped mines will cause an improvement in groundwater quality near the mines and a degradation of water quality downgradient from the tracts. Model simulations of mine leaching in tract C-a and C-b indicate that equal rates of mine leaching in the tracts will produce much different effects on the water quality in the basin. Tract C-a, by virtue of its remote location from perennial streams, will primarily degrade the groundwater quality over a large area to the northeast of the tract. Tract C-b, by contrast, will primarily degrade the surface-water quality in Piceance Creek, with only localized effects on the groundwater quality. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8072","usgsCitation":"Robson, S.G., and Saulnier, G.J., 1980, Hydrogeochemistry and simulated solute transport, Piceance Basin, northwestern Colorado: U.S. Geological Survey Open-File Report 80-72, vi, 95 p. maps ;27 cm., https://doi.org/10.3133/ofr8072.","productDescription":"vi, 95 p. maps ;27 cm.","costCenters":[],"links":[{"id":147902,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0072/report-thumb.jpg"},{"id":44688,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db628dec","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":171559,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Saulnier, George J.","contributorId":67523,"corporation":false,"usgs":true,"family":"Saulnier","given":"George","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":171558,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26242,"text":"wri8035 - 1980 - Water-quality assessment of the Cypress Creek watershed, Warrick County, Indiana","interactions":[],"lastModifiedDate":"2019-11-27T09:48:42","indexId":"wri8035","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-35","title":"Water-quality assessment of the Cypress Creek watershed, Warrick County, Indiana","docAbstract":"The U.S. Soil Conservation Service needs chemical, biological, microbiological, and hydrological data to prepare an environmental evaluation of the water quality in the Cypress Creek watershed, Warrick County, Ind., before plans can be devised to (1) improve water quality, (2) minimize flooding, (3) reduce sedimentation, and (4) provide adequate outlets for drainage in the watershed. The U.S. Geological Survey obtained these data for the Soil Conservation Service in a water-quality survey of the watershed from March to August 1979. Past and present surface coal mining is the factor having the greatest impact on water quality in the watershed. The upper reaches of Cypress Creek receive acid-mine drainage from a coal-mine waste slurry during periods of intense rainfall. All the remaining tributaries, except Summer Pecka ditch, drain mined or reclaimed lands. The general water type of Cypress Creek and most of its tributaries is calcium and magnesium sulfate. In contrast, the water type at background site 21 on Summer Pecka ditch is calcium sulfate. Specific conductance ranged from 470 to 4,730 micromhos per centimeter at 25 degrees Celsius, and pH ranged from 1.2 to 8.8. Specific conductance, hardness, and concentrations of major ions and dissolved solids were highest in tributaries affected by mining. The pH was lowest in the same tributaries. Concentrations of iron, manganese, and sulfate in water samples and chlordane, DDT, and PCB 's in streambed samples exceeded water-quality limits set by the U.S. Environmental Protection Agency. (USGS)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8035","usgsCitation":"Bobo, L.L., and Peters, C.A., 1980, Water-quality assessment of the Cypress Creek watershed, Warrick County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 80-35, iv, 67 p. , https://doi.org/10.3133/wri8035.","productDescription":"iv, 67 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":157630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0035/report-thumb.jpg"},{"id":369706,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0035/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Warrick","otherGeospatial":"Cypress Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-87.3169,38.2459],[-87.2981,38.246],[-87.2985,38.2319],[-87.073,38.2323],[-87.0728,38.2065],[-87.0166,38.2063],[-87.0165,38.1215],[-87.0733,38.1222],[-87.0727,38.1181],[-87.0727,38.1167],[-87.072,38.1072],[-87.0761,38.1049],[-87.0761,38.1022],[-87.0737,38.1013],[-87.0743,38.0977],[-87.0748,38.0963],[-87.0789,38.0936],[-87.0818,38.0899],[-87.0853,38.089],[-87.0882,38.0849],[-87.0894,38.084],[-87.0911,38.0799],[-87.0928,38.0749],[-87.0928,38.0686],[-87.0974,38.0609],[-87.0979,38.0568],[-87.0938,38.0559],[-87.0909,38.0555],[-87.0879,38.0527],[-87.0885,38.0491],[-87.0926,38.0491],[-87.0949,38.0482],[-87.1019,38.0468],[-87.1148,38.0472],[-87.1253,38.0439],[-87.1271,38.0476],[-87.1312,38.0498],[-87.133,38.0552],[-87.1476,38.0592],[-87.1534,38.0547],[-87.151,38.0461],[-87.1568,38.0401],[-87.1562,38.037],[-87.1538,38.0356],[-87.1544,38.032],[-87.1573,38.0297],[-87.1597,38.0329],[-87.1631,38.032],[-87.1661,38.0301],[-87.166,38.0279],[-87.1543,38.0257],[-87.1526,38.0239],[-87.1531,38.0193],[-87.1572,38.017],[-87.1695,38.0183],[-87.1694,38.0129],[-87.1729,38.0097],[-87.1752,38.007],[-87.1833,38.0028],[-87.1862,37.9965],[-87.192,37.9928],[-87.1949,37.9887],[-87.2123,37.9777],[-87.2216,37.9723],[-87.2239,37.9727],[-87.2303,37.9654],[-87.2285,37.9627],[-87.2296,37.9572],[-87.2313,37.9523],[-87.2336,37.9509],[-87.2383,37.9504],[-87.2406,37.9527],[-87.2464,37.9454],[-87.2499,37.9435],[-87.2678,37.9257],[-87.2684,37.8754],[-87.2767,37.8813],[-87.2884,37.8889],[-87.3002,37.8956],[-87.3027,37.8967],[-87.3058,37.8979],[-87.3205,37.9046],[-87.3312,37.9094],[-87.3374,37.9111],[-87.3434,37.9128],[-87.3668,37.9258],[-87.3759,37.9309],[-87.384,37.9349],[-87.3899,37.9375],[-87.3943,37.9392],[-87.4166,37.9442],[-87.4193,37.9443],[-87.4324,37.9445],[-87.446,37.9416],[-87.4512,37.9394],[-87.4501,38.0373],[-87.4729,38.0371],[-87.4711,38.1242],[-87.4676,38.1242],[-87.4676,38.1655],[-87.4663,38.2035],[-87.3557,38.2048],[-87.317,38.2051],[-87.3167,38.2314],[-87.3169,38.2459]]]},\"properties\":{\"name\":\"Warrick\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6eb4","contributors":{"authors":[{"text":"Bobo, Linda L.","contributorId":104053,"corporation":false,"usgs":true,"family":"Bobo","given":"Linda","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196046,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Peters, Charles A. capeters@usgs.gov","contributorId":214,"corporation":false,"usgs":true,"family":"Peters","given":"Charles","email":"capeters@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":196045,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38642,"text":"pp1099C - 1980 - Relationships between aerodynamic roughness and land use and land cover in Baltimore, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:09:58","indexId":"pp1099C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"1099","chapter":"C","title":"Relationships between aerodynamic roughness and land use and land cover in Baltimore, Maryland","docAbstract":"Urbanization changes the radiative, thermal, hydrologic, and aerodynamic properties of the Earth's surface. Knowledge of these surface characteristics, therefore, is essential to urban climate analysis. Aerodynamic or surface roughness of urban areas is not well documented, however, because of practical constraints in measuring the wind profile in the presence of large buildings. Using an empirical method designed by Lettau, and an analysis of variance of surface roughness values calculated for 324 samples averaging 0.8 hectare (ha) of land use and land cover sample in Baltimore, Md., a strong statistical relation was found between aerodynamic roughness and urban land use and land cover types. Assessment of three land use and land cover systems indicates that some of these types have significantly different surface roughness characteristics. The tests further indicate that statistically significant differences exist in estimated surface roughness values when categories (classes) from different land use and land cover classification systems are used as surrogates. A Level III extension of the U.S. Geological Survey Level II land use and land cover classification system provided the most reliable results. An evaluation of the physical association between the aerodynamic properties of land use and land cover and the surface climate by numerical simulation of the surface energy balance indicates that changes in surface roughness within the range of values typical of the Level III categories induce important changes in the surface climate.","language":"ENGLISH","doi":"10.3133/pp1099C","usgsCitation":"Nicholas, F., and Lewis, J., 1980, Relationships between aerodynamic roughness and land use and land cover in Baltimore, Maryland: U.S. Geological Survey Professional Paper 1099, p. C1-C36, https://doi.org/10.3133/pp1099C.","productDescription":"p. C1-C36","costCenters":[],"links":[{"id":124796,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1099c/report-thumb.jpg"},{"id":65473,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1099c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f7d4","contributors":{"authors":[{"text":"Nicholas, F.W.","contributorId":81540,"corporation":false,"usgs":true,"family":"Nicholas","given":"F.W.","email":"","affiliations":[],"preferred":false,"id":220205,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, J.E. Jr.","contributorId":93957,"corporation":false,"usgs":true,"family":"Lewis","given":"J.E.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":220206,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38649,"text":"pp813U - 1980 - Summary appraisals of the nation's ground-water resources – Caribbean region","interactions":[],"lastModifiedDate":"2023-07-14T20:04:36.045306","indexId":"pp813U","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"U","title":"Summary appraisals of the nation's ground-water resources – Caribbean region","docAbstract":"The Caribbean Region consists of the Commonwealth of Puerto Rico (8,990 km2 (square kilometers)) and the U.S. Virgin Islands (350 km2). The mean annual precipitation varies locally from a high of 5,000 mm (millimeters) to a low of 730 mm. Maximum precipitation occurs within the peaks of Sierra de Luquillo, and minimum precipitation occurs along the windward parts of the smaller islands and in southwestern Puerto Rico, which lies in a rain shadow. The annual average precipitation is 1,800 mm in Puerto Rico and 1,061 mm in the U.S. Virgin Islands. Of this amount 1,130 mm in Puerto Rico and 990 mm in the U.S. Virgin Islands are lost to evapotranspiration.
\nAquifers constitute a valuable resource in the Caribbean Region. In Puerto Rico, ground-water withdrawals supply about 38 percent of the total water requirements, whereas in the U.S. Virgin Islands they supply 10 percent. Of the ground-water withdrawal of 350 hm3/yr (cubic hectometers per year) in Puerto Rico, 54 percent is used for irrigation, 29 percent is used by industry, and 17 percent is used for public water supply. Ground-water withdrawal in the U.S. Virgin Islands is about 1.9 hm3/yr and is almost equally distributed between public supply and privately owned wells. Based on past trends and future economic expectations in the region, estimates are that by 1985 ground-water pumpage in Puerto Rico will be about 426 hm3/yr with additional future development potential; U.S. Virgin Islands pumpage may amount to 4.5 hm3/yr, which is the estimated maximum sustained yield of all aquifers under natural recharge conditions.
\nMost large ground-water developments in Puerto Rico have been in the North Coast and South Coast ground-water provinces. The North Coast province contains the island's most productive aquifer, which was virtually undeveloped until 1968, when an artesian system having a 150-meter head was tapped. Since then, the artesian aquifer has undergone rapid development for industrial water supply. The extent of the artesian system is unknown, but it has been tapped within the Montebello Limestone Member of the Cibao Formation and in the upper part of the Lares Limestone. The south-coast aquifer consists of deep alluvial deposits. This aquifer has been extensively developed for irrigation and industrial water supply and can sustain only minor future development under present water-management conditions.
\nIn the U.S. Virgin Islands the most extensive aquifer is fragmented igneous rock, but the most productive aquifers are the marl and alluvial deposits of central St. Croix. Although yields from wells in central St. Croix are low (less than 6.3 liters per second), the aquifer provides about 0.86 hm3/yr to public water-supply wells and 0.54 hm3/yr to private wells. Future development within this aquifer could probably produce an additional 1.0 hm3/yr under natural infiltration conditions.
\nGround-water resources will continue to be important within the region. In order to meet future needs, it is necessary that hydrologic principles be applied in managing the total water resource. Optimal use of the water resources can be accomplished through conjunctive use of surface and ground waters and through conservation practices. Optimal use may involve artificial recharge, ground-water salvage, saline-ground-water mining, use of seawater, desalination of saline ground water, waste-water reuse, and use of underground space for temporary storage of wastes, which could otherwise contaminate valuable water supplies.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813U","usgsCitation":"Gómez-Gómez, F., and Heisel, J.E., 1980, Summary appraisals of the nation's ground-water resources – Caribbean region: U.S. Geological Survey Professional Paper 813, Report: vi, 32 p.; 2 Plates: 26.00 x 20.84 inches and 26.00 x 18.79 inches, https://doi.org/10.3133/pp813U.","productDescription":"Report: vi, 32 p.; 2 Plates: 26.00 x 20.84 inches and 26.00 x 18.79 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":65482,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0813u/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 2"},{"id":65481,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0813u/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 1"},{"id":392889,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5075.htm"},{"id":119902,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0813u/report-thumb.jpg"},{"id":65483,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0813u/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"Puerto Rico, U.S. Virgin Islands","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -67.763671875,\n 18.344097802101548\n ],\n [\n -68.016357421875,\n 18.28151823530889\n ],\n [\n -68.09326171875,\n 18.098865720894775\n ],\n [\n -67.9888916015625,\n 17.863747084405233\n ],\n [\n -67.7911376953125,\n 17.80099604766698\n ],\n [\n -67.4285888671875,\n 17.85851867611398\n ],\n [\n -67.12646484375,\n 17.853290114098012\n ],\n [\n -66.796875,\n 17.85851867611398\n ],\n [\n -66.214599609375,\n 17.811456088564483\n ],\n [\n -65.885009765625,\n 17.848061398396357\n ],\n [\n -65.22033691406249,\n 17.743454870517674\n ],\n [\n -65.0006103515625,\n 17.59166687838161\n ],\n [\n -64.610595703125,\n 17.54977183258917\n ],\n [\n -64.248046875,\n 17.628317078494\n ],\n [\n -64.18212890625,\n 17.821915515968854\n ],\n [\n -64.259033203125,\n 17.942154735291453\n ],\n [\n -64.5611572265625,\n 18.05186707354763\n ],\n [\n -64.8358154296875,\n 18.062312304546726\n ],\n [\n -65.0390625,\n 18.151071665214936\n ],\n [\n -65.126953125,\n 18.34931174429646\n ],\n [\n -65.3521728515625,\n 18.547324589827422\n ],\n [\n -65.50048828125,\n 18.562947442888312\n ],\n [\n -65.643310546875,\n 18.573361883651863\n ],\n [\n -66.3134765625,\n 18.646245142670608\n ],\n [\n -66.61560058593749,\n 18.651449894396634\n ],\n [\n -67.30224609375,\n 18.573361883651863\n ],\n [\n -67.554931640625,\n 18.505656663040533\n ],\n [\n -67.763671875,\n 18.344097802101548\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699747","contributors":{"authors":[{"text":"Gómez-Gómez, Fernando","contributorId":31366,"corporation":false,"usgs":true,"family":"Gómez-Gómez","given":"Fernando","affiliations":[],"preferred":false,"id":220218,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Heisel, James E.","contributorId":68378,"corporation":false,"usgs":true,"family":"Heisel","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":220219,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27574,"text":"wri807 - 1980 - Hydrology and model study of the proposed Prosperity Reservoir, Center Creek Basin, southwestern Missouri","interactions":[],"lastModifiedDate":"2018-11-15T10:41:47","indexId":"wri807","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-7","title":"Hydrology and model study of the proposed Prosperity Reservoir, Center Creek Basin, southwestern Missouri","docAbstract":"A dam and reservoir have been proposed for construction on Center Creek, Jasper County, in southwestern Missouri. Ground-water levels in the hills adjacent to the reservoir will rise when the impoundment is completed. One of the problems is that the proposed site of Prosperity Reservoir is a few miles upstream from the lead-zinc mining area known as the Oronogo-Duenweg belt. In this belt transmissivities are variable but appear to be higher than they are in the immediate area of the reservoir.
Grove Creek lies down-gradient from the reservoir area and separates it from the mining belt. A model study indicates that inflow from the proposed reservoir to the water table could cause water level rises varying from about 20 feet near the reservoir to 0.5 to 1.0 foot in the southern part of Grove Creek drainage basin. These rises will cause significant changes to the natural ground-water flow system. Increased ground-water elevations in the reservoir area could result in increased ground-water gradients and discharge to Grove and Center Creeks. The increase in ground-water discharge to Grove Creek, and in turn Center Creek, will have the beneficial effect of diluting mine-water discharge from the Oronogo-Duenweg belt during periods of low flow.
However, if Grove Creek does not act as an effective drain and if conduits extend beneath Grove Creek to transfer the increased water available to the Oronogo-Duenweg belt, the flow regimen could change in the mining belt west of Grove Creek increasing mine-water discharge to Center Creek downstream from the reservoir.
Bedrock in the area is Mississippian limestone, the deeply solutioned formation that contained the ore deposits. The limestone in the mining district was greatly altered by solution prior to ore deposition while the limestone in the area of the reservoir was altered less. The extent of the alteration is related to the aquifer characteristics in that high and low values of transmissivity and storage coefficient correspond to greatly altered brecciated rocks in the mining district and less altered, less brecciated rocks in the reservoir area, respectively.
The authors suggest that an ancestral east-flowing White River drained the area about Joplin in Late Mississippian time. This is based on the configuration of the contact between Meramecian and Osagean rocks of Mississippian age. A high topographic area existed in the region about Joplin in which the water table stood 200 feet below the land surface when sinkholes and caverns of that depth were formed. The large number of Pennsylvanian-filled sinkholes in the Joplin area and the smaller number to the east suggest a higher land surface to the west than that to the east. The distribution of paleokarst sinkholes supports the conclusion based on the configuration of the Meramecian-Osagean contact.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri807","usgsCitation":"Harvey, E.J., and Emmett, L.F., 1980, Hydrology and model study of the proposed Prosperity Reservoir, Center Creek Basin, southwestern Missouri: U.S. Geological Survey Water-Resources Investigations Report 80-7, iv, 50 p., https://doi.org/10.3133/wri807.","productDescription":"iv, 50 p.","costCenters":[],"links":[{"id":359448,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0007/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158912,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0007/report-thumb.jpg"}],"country":"United States","state":"Missouri","otherGeospatial":"Center Creek Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -94.61700439453125,\n 36.75759058319245\n ],\n [\n -93.592529296875,\n 36.75759058319245\n ],\n [\n -93.592529296875,\n 37.56961676185728\n ],\n [\n -94.61700439453125,\n 37.56961676185728\n ],\n [\n -94.61700439453125,\n 36.75759058319245\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605176","contributors":{"authors":[{"text":"Harvey, Edward Joseph","contributorId":32131,"corporation":false,"usgs":true,"family":"Harvey","given":"Edward","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":198354,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Emmett, Leo F.","contributorId":67130,"corporation":false,"usgs":true,"family":"Emmett","given":"Leo","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":198355,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68544,"text":"ha617 - 1980 - Historical changes of shoreline and wetland at eleven major deltas in the Puget Sound region, Washington","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha617","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"617","title":"Historical changes of shoreline and wetland at eleven major deltas in the Puget Sound region, Washington","language":"ENGLISH","doi":"10.3133/ha617","usgsCitation":"Bortleson, G.C., Chrzastowski, M., and Helgerson, A., 1980, Historical changes of shoreline and wetland at eleven major deltas in the Puget Sound region, Washington: U.S. Geological Survey Hydrologic Atlas 617, 11 maps :col. ;on sheets 84 x 98 cm. or smaller., https://doi.org/10.3133/ha617.","productDescription":"11 maps :col. ;on sheets 84 x 98 cm. or smaller.","costCenters":[],"links":[{"id":190300,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":251458,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-errata.pdf","size":"24","linkFileType":{"id":1,"text":"pdf"}},{"id":90162,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90163,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90164,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90165,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90166,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90167,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90168,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90169,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90170,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90171,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90172,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/617/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123.20083333333334,47.050555555555555 ], [ -123.20083333333334,48.833333333333336 ], [ -122.11749999999999,48.833333333333336 ], [ -122.11749999999999,47.050555555555555 ], [ -123.20083333333334,47.050555555555555 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62eae2","contributors":{"authors":[{"text":"Bortleson, Gilbert Carl","contributorId":7253,"corporation":false,"usgs":true,"family":"Bortleson","given":"Gilbert","email":"","middleInitial":"Carl","affiliations":[],"preferred":false,"id":278429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chrzastowski, Michael","contributorId":104980,"corporation":false,"usgs":true,"family":"Chrzastowski","given":"Michael","affiliations":[],"preferred":false,"id":278431,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Helgerson, A.K.","contributorId":77608,"corporation":false,"usgs":true,"family":"Helgerson","given":"A.K.","email":"","affiliations":[],"preferred":false,"id":278430,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":48620,"text":"ofr801292 - 1980 - Summary of hydrologic data for the East Everglades, Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:39","indexId":"ofr801292","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-1292","title":"Summary of hydrologic data for the East Everglades, Dade County, Florida","docAbstract":"The East Everglades area in south-central Dade County, Fla., occupies approximately 240 square miles. The area is flat and low lying with elevations ranging from sea level in the southeast part to 10 feet at Chekika Hammock with an average elevation of about 6 feet. Rainfall in the area averages 57.9 inches a year with about 80% of the total falling during the May to October wet season. There is some residential development and farming in the east-central part of the area where land elevations are slightly higher. Pressure by agricultural, commerical, and housing interests to develop the area is increasing. Historically, most of the area was flooded for extended periods of time. The construction of canals, levees, and controls has lowered the average water levels of the area. This has reduced the extent and decreased the time of flooding. Long-term hydrographs show graphically the effects that the water control works have had on the hydrologic system. The change in discharge into the north end of the East Everglades through the Tamiami Canal outlets, Levees 30 to 67A, due to construction is very pronounced. Maps showing the altitude of the water table for wet and dry periods indicate that Levee 67 Extended Canal greatly influences the water levels and shape of the water-table contours in the northwestern part of the East Everglades. (USGS)","language":"ENGLISH","doi":"10.3133/ofr801292","usgsCitation":"Schneider, J.J., and Waller, B.G., 1980, Summary of hydrologic data for the East Everglades, Dade County, Florida: U.S. Geological Survey Open-File Report 80-1292, 1 v., 89 p. : ill., maps ; 28 cm., https://doi.org/10.3133/ofr801292.","productDescription":"1 v., 89 p. : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":173234,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b03e4b07f02db698dd8","contributors":{"authors":[{"text":"Schneider, James J.","contributorId":22356,"corporation":false,"usgs":true,"family":"Schneider","given":"James","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waller, Bradley G.","contributorId":83492,"corporation":false,"usgs":true,"family":"Waller","given":"Bradley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":237871,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70207205,"text":"70207205 - 1980 - Hydrology comes of age: Impact of the International Hydrological Decade","interactions":[],"lastModifiedDate":"2019-12-12T09:33:46","indexId":"70207205","displayToPublicDate":"1980-12-30T09:23:40","publicationYear":"1980","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1578,"text":"Eos, Transactions, American Geophysical Union","onlineIssn":"2324-9250","printIssn":"0096-394","active":true,"publicationSubtype":{"id":10}},"title":"Hydrology comes of age: Impact of the International Hydrological Decade","docAbstract":"The IHD (International Hydrological Decade), 1965 to 1974, was conceived as a concerted international effort to bring into focus the badly fragmented subdiscipline of hydrology, to evolve a global perspective on water, and to provide global information on water. Until the last decade or so, hydrology was a laggard science. The science was also fragmented among surface‐water hydrology, agricultural hydrology, groundwater hydrology, oceanology, hydrometeorology, and hydrogeochemistry. All these disciplines were bona fide members of the hydrological family, but there was little interchange, so there was no central focus for the science as a whole. ©1980. American Geophysical Union. All Rights Reserved.
","language":"English","publisher":"American Geophysical Union","doi":"10.1029/EO061i053p01241","issn":"00963941","usgsCitation":"Nace, R.L., 1980, Hydrology comes of age: Impact of the International Hydrological Decade: Eos, Transactions, American Geophysical Union, v. 61, no. 53, p. 1241-1241, https://doi.org/10.1029/EO061i053p01241.","productDescription":"1 p. ","startPage":"1241","endPage":"1241","costCenters":[],"links":[{"id":370199,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"61","issue":"53","noUsgsAuthors":false,"publicationDate":"2011-06-03","publicationStatus":"PW","contributors":{"authors":[{"text":"Nace, R. L.","contributorId":11332,"corporation":false,"usgs":true,"family":"Nace","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":777272,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70185555,"text":"70185555 - 1980 - Geology and hydrology for environmental planning in Washtenaw County, Michigan","interactions":[],"lastModifiedDate":"2026-04-17T19:41:47.405329","indexId":"70185555","displayToPublicDate":"1980-09-22T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Geology and hydrology for environmental planning in Washtenaw County, Michigan","docAbstract":"Washteaw County is underlain by glacial deposits that range in thickness from about 50 feet to about 450 feet. Underlying the glacial deposits are sedimentary rocks of Mississippian and Devonian age. The youngest of these rocks are the sandstones of the Marshall Formation in the western part of the county; the oldest are the limestones of the Detroit River Group in the southeast corner.
Sand and gravel deposits in some places in the county may yield more than 500 gallons per minute of water. Approximately 50 percent of the wells tapping the Marshall Formation, the most reliable bedrock aquifer, can yield as much as 60 gallons per minute.
Washtenaw County has sand and gravel deposits that are more than 50 feet thick. The deposits are mined in several areas and are of economic importance. In addition, there may be potential for peat production in the western part of the county and for clay production in the eastern part.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/70185555","collaboration":"Prepared in cooperation with the Michigan Department of Natural Resources","usgsCitation":"Fleck, W.B., 1980, Geology and hydrology for environmental planning in Washtenaw County, Michigan: Open-File Report, iv, 23 p., https://doi.org/10.3133/70185555.","productDescription":"iv, 23 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":503231,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70185555/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":338212,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70185555/report-thumb.jpg"}],"country":"United States","state":"Michigan","county":"Washtenaw County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-83.553,42.4351],[-83.5492,42.3486],[-83.5417,42.1744],[-83.5399,42.0853],[-83.6563,42.0833],[-83.7763,42.0823],[-83.8927,42.0797],[-84.0164,42.0789],[-84.0165,42.0749],[-84.1353,42.073],[-84.136,42.1611],[-84.1319,42.2483],[-84.132,42.3356],[-84.1333,42.4238],[-84.0196,42.423],[-83.9065,42.4249],[-83.7864,42.4288],[-83.6669,42.4312],[-83.553,42.4351]]]},\"properties\":{\"name\":\"Washtenaw\",\"state\":\"MI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"58d4df18e4b05ec79911d205","contributors":{"authors":[{"text":"Fleck, William B.","contributorId":17587,"corporation":false,"usgs":true,"family":"Fleck","given":"William","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":685944,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70012250,"text":"70012250 - 1980 - Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming","interactions":[],"lastModifiedDate":"2025-04-10T22:52:31.591695","indexId":"70012250","displayToPublicDate":"1980-04-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming","docAbstract":"The effective discharge is defined as the increment of discharge that transports the largest fraction of the annual sediment load over a period of years. Increments of the average annual total sediment load transported by various discharges were calculated by the flow-duration, sediment-transport-curve method for 15 gaging stations in the Yampa River basin of Colorado and Wyoming. A total sediment-transport curve was constructed for each gaging station by adding measured instantaneous suspended-sediment discharges to bedload-sediment discharges computed by the Meyer-Peter and Mueller relation. The streamflow durations were compiled from the respective gaging-station records. The quantity of sediment transported by discharges having various frequencies may be computed by combining these two relations.
The 15 gaging stations had diverse hydraulic and sediment characteristics. Contributing drainage area ranged from 51.8 to 9,960 km2, and mean-annual discharge ranged from 0.040 to 43.9 m3/s. The median diameter of bed material ranged from 0.4 to 86 mm. Mean-annual sediment load from the drainage basins studied ranged from 500 to 1.3·106 metric tons per year.
The effective discharges at the 15 gaging stations were equaled or exceeded on the average of between 1.5 days per year (0.4% of the time) and 11 days per year (3.0% of the time). The recurrence interval of the effective discharges ranged from 1.18 to 3.26 yr. on the annual flood series. To compare the effective discharge with the bankfull discharge, cross-sections were surveyed in a self-formed reach of the channel in the vicinity of each gaging station. The bankfull discharge was defined as the discharge which filled the channel to the level of the floodplain. At all gaging stations, the effective discharge and the bankfull discharge were nearly equal. Thus, the stream channels appear to be adjusted to their effective discharge.
","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(80)90084-0","issn":"00221694","usgsCitation":"Andrews, E., 1980, Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming: Journal of Hydrology, v. 46, no. 3-4, p. 311-330, https://doi.org/10.1016/0022-1694(80)90084-0.","productDescription":"20 p.","startPage":"311","endPage":"330","costCenters":[],"links":[{"id":221998,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Colorado, Wyoming","otherGeospatial":"Yampa River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -108.41707723791498,\n 42.36653860091272\n ],\n [\n -108.41707723791498,\n 40.16484781920306\n ],\n [\n -105.58030505960073,\n 40.16484781920306\n ],\n [\n -105.58030505960073,\n 42.36653860091272\n ],\n [\n -108.41707723791498,\n 42.36653860091272\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","volume":"46","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0632e4b0c8380cd51146","contributors":{"authors":[{"text":"Andrews, E.D.","contributorId":13922,"corporation":false,"usgs":true,"family":"Andrews","given":"E.D.","email":"","affiliations":[],"preferred":false,"id":363090,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":23595,"text":"ofr801207 - 1980 - Water-resources investigations, Collier County, Florida","interactions":[],"lastModifiedDate":"2022-01-05T15:17:00.087609","indexId":"ofr801207","displayToPublicDate":"1980-01-01T22:05:00","publicationYear":"1980","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":"80-1207","title":"Water-resources investigations, Collier County, Florida","docAbstract":"Early water-resources investigations in Collier County, Fla., were related to saltwater intrusion in Naples. With the advent of canal drainage and land reclamation farther inland, investigations were directed at effects of canals on water resources and the environment. High on the list of investigative needs are: (1) areal and vertical delineation of the shallow aquifer, the prime source of freshwater; (2) delineation of areas of poor quality ground water and the sources of the poor quality; (3) establishment of network of hydrologic data stations; and (4) determination of the relation between canals and the shallow aquifer. 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Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
At the invitation of the Society of Hydraulic Engineers of the People's Republic of China (PRC), a delegation of U.S. hydrologists and hydraulic engineers visited the PRC in the fall of 1978.* From discussions with officials of both the Society and the Ministry of Water Conservancy and Power (MWCP), and from visits to research and academic institutions and water projects, the delegation gained a general understanding of the country's surface water resources. The reported statistics, supplemented with others from published sources, provide a quantitative description of the PRC's water resources in relation to those of the United States.
","language":"English","publisher":"American Geophysical Union","doi":"10.1029/EO061i046p00891","issn":"00963941","usgsCitation":"Matalas, N., and Nordin, C., 1980, Water resources of the People's Republic of China: Eos, Transactions, American Geophysical Union, v. 61, no. 46, p. 891-901, https://doi.org/10.1029/EO061i046p00891.","productDescription":"11 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