In Part I a general analytical solution for the transient pulse test was presented. Part II presents a graphical method for analyzing data from a test to obtain the hydraulic properties of the sample. The general solution depends on both hydraulic conductivity and specific storage and, in theory, analysis of the data can provide values for both of these hydraulic properties. However, in practice, one of two limiting cases may apply in which case it is possible to calculate only hydraulic conductivity or the product of hydraulic conductivity times specific storage. In this paper we examine the conditions when both hydraulic parameters can be calculated. The analyses of data from two tests are presented. In Appendix I the general solution presented in Part I is compared with an earlier analysis, in which compressive storage in the sample is assumed negligible, and the error in calculated hydraulic conductivity due to this simplifying assumption is examined.
","language":"English","publisher":"Elsevier","doi":"10.1016/0148-9062(81)90980-3","issn":"01489062","usgsCitation":"Neuzil, C., Cooley, C., Silliman, S.E., Bredehoeft, J., and Hsieh, P.A., 1981, A transient laboratory method for determining the hydraulic properties of 'tight' rocks-II. Application: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, v. 18, no. 3, p. 253-258, https://doi.org/10.1016/0148-9062(81)90980-3.","productDescription":"6 p.","startPage":"253","endPage":"258","numberOfPages":"6","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":222576,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"18","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e604e4b0c8380cd470db","contributors":{"authors":[{"text":"Neuzil, C. E. 0000-0003-2022-4055","orcid":"https://orcid.org/0000-0003-2022-4055","contributorId":81078,"corporation":false,"usgs":true,"family":"Neuzil","given":"C. E.","affiliations":[],"preferred":false,"id":362681,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cooley, C.","contributorId":53091,"corporation":false,"usgs":true,"family":"Cooley","given":"C.","email":"","affiliations":[],"preferred":false,"id":362679,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Silliman, Stephen E.","contributorId":72130,"corporation":false,"usgs":false,"family":"Silliman","given":"Stephen","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":362680,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bredehoeft, J.D.","contributorId":12836,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"J.D.","affiliations":[],"preferred":false,"id":362677,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hsieh, P. A.","contributorId":40596,"corporation":false,"usgs":true,"family":"Hsieh","given":"P.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":362678,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":70011682,"text":"70011682 - 1981 - Hydromythology and ethnohydrology in the New World","interactions":[],"lastModifiedDate":"2019-12-05T10:18:24","indexId":"70011682","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3722,"text":"Water Resources Research","onlineIssn":"1944-7973","printIssn":"0043-1397","active":true,"publicationSubtype":{"id":10}},"title":"Hydromythology and ethnohydrology in the New World","docAbstract":"From mythology, archeology, and chronicles of early explorers we can learn how early Americans viewed the cause and effect relations of hydrologic phenomena. Hopes and fears are the basis of religion, and it was through religion that water management was first practiced. Early people used their water resources to develop diverse civilizations in various parts of the western hemisphere. Not only was the rise of these earlier civilizations hydrologically influenced, but also the downfall of some was related to natural or man-made hydrological crises in which gods and mythology continued to play a role.
","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR017i002p00257","issn":"00431397","usgsCitation":"Back, W., 1981, Hydromythology and ethnohydrology in the New World: Water Resources Research, v. 17, no. 2, p. 257-287, https://doi.org/10.1029/WR017i002p00257.","productDescription":"31 p.","startPage":"257","endPage":"287","costCenters":[],"links":[{"id":220924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"otherGeospatial":"North America, South America","volume":"17","issue":"2","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","scienceBaseUri":"505a3789e4b0c8380cd60f51","contributors":{"authors":[{"text":"Back, William","contributorId":59007,"corporation":false,"usgs":true,"family":"Back","given":"William","email":"","affiliations":[],"preferred":false,"id":361707,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70012095,"text":"70012095 - 1981 - A transient laboratory method for determining the hydraulic properties of 'tight' rocks-I. Theory","interactions":[],"lastModifiedDate":"2020-03-09T19:57:17","indexId":"70012095","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2071,"text":"International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts","active":true,"publicationSubtype":{"id":10}},"title":"A transient laboratory method for determining the hydraulic properties of 'tight' rocks-I. Theory","docAbstract":"Transient pulse testing has been employed increasingly in the laboratory to measure the hydraulic properties of rock samples with low permeability. Several investigators have proposed a mathematical model in terms of an initial-boundary value problem to describe fluid flow in a transient pulse test. However, the solution of this problem has not been available. In analyzing data from the transient pulse test, previous investigators have either employed analytical solutions that are derived with the use of additional, restrictive assumptions, or have resorted to numerical methods. In Part I of this paper, a general, analytical solution for the transient pulse test is presented. This solution is graphically illustrated by plots of dimensionless variables for several cases of interest. The solution is shown to contain, as limiting cases, the more restrictive analytical solutions that the previous investigators have derived. A method of computing both the permeability and specific storage of the test sample from experimental data will be presented in Part II.
","language":"English","publisher":"Elsevier","doi":"10.1016/0148-9062(81)90979-7","issn":"01489062","usgsCitation":"Hsieh, P.A., Tracy, J., Neuzil, C., Bredehoeft, J., and Silliman, S.E., 1981, A transient laboratory method for determining the hydraulic properties of 'tight' rocks-I. Theory: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, v. 18, no. 3, p. 245-252, https://doi.org/10.1016/0148-9062(81)90979-7.","productDescription":"8 p.","startPage":"245","endPage":"252","numberOfPages":"8","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":222764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":265947,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1016/0148-9062(81)90979-7"}],"volume":"18","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e604e4b0c8380cd470d8","contributors":{"authors":[{"text":"Hsieh, P. A.","contributorId":40596,"corporation":false,"usgs":true,"family":"Hsieh","given":"P.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":362716,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tracy, J.V.","contributorId":56647,"corporation":false,"usgs":true,"family":"Tracy","given":"J.V.","email":"","affiliations":[],"preferred":false,"id":362717,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Neuzil, C. E. 0000-0003-2022-4055","orcid":"https://orcid.org/0000-0003-2022-4055","contributorId":81078,"corporation":false,"usgs":true,"family":"Neuzil","given":"C. E.","affiliations":[],"preferred":false,"id":362719,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bredehoeft, J.D.","contributorId":12836,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"J.D.","affiliations":[],"preferred":false,"id":362715,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Silliman, Stephen E.","contributorId":72130,"corporation":false,"usgs":false,"family":"Silliman","given":"Stephen","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":362718,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":70011735,"text":"70011735 - 1981 - Dissolution of salt on the east flank of the Permian Basin in the southwestern U.S.A.","interactions":[],"lastModifiedDate":"2025-04-10T23:14:00.947333","indexId":"70011735","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","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":"Dissolution of salt on the east flank of the Permian Basin in the southwestern U.S.A.","docAbstract":"Hydrogeologic studies prove that natural dissolution of bedded salt occurs at shallow depths in many parts of the Permian Basin of the southwestern U.S.A. This is especially well-documented on the east side of the basin in study areas on the Cimarron River and Elm Fork in western Oklahoma, and on the Red River in the southeastern part of the Texas Panhandle. Four requirements for salt dissolution are: (1) a deposit of salt; (2) a supply of water unsaturated with respect to NaCl; (3) an outlet for removal of brine; and (4) energy to cause water to flow through the system. The supply of fresh groundwater in the region is recharged through permeable rocks, alluvium, terrace deposits, karstic features and fractures. Groundwater dissolves salt at depths of 10–250 m, and the resulting brine moves laterally and upward under hydrostatic pressure through caverns, fractures in disrupted rock, and clastic or carbonate aquifers until it reaches the land surface, where it forms salt plains and salt springs. In many areas, salt dissolution produces a self-perpetuating cycle: dissolution causes cavern development, followed by collapse and subsidence of overlying rock; then the resulting disrupted rock has a greater vertical permeability that allows increased water percolation and additional salt dissolution.
","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(81)90153-0","issn":"00221694","usgsCitation":"Johnson, K., 1981, Dissolution of salt on the east flank of the Permian Basin in the southwestern U.S.A.: Journal of Hydrology, v. 54, no. 1-3, p. 75-93, https://doi.org/10.1016/0022-1694(81)90153-0.","productDescription":"19 p.","startPage":"75","endPage":"93","costCenters":[],"links":[{"id":220719,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Colorado, Kansas, New Mexico, Oklahoma, Texas","otherGeospatial":"southwestern United States","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -103.8513673632736,\n 38.26164000698401\n ],\n [\n -103.8513673632736,\n 32.766938120268534\n ],\n [\n -97.49745337848722,\n 32.766938120268534\n ],\n [\n -97.49745337848722,\n 38.26164000698401\n ],\n [\n -103.8513673632736,\n 38.26164000698401\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","volume":"54","issue":"1-3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0230e4b0c8380cd4ff2a","contributors":{"authors":[{"text":"Johnson, K.S.","contributorId":24385,"corporation":false,"usgs":true,"family":"Johnson","given":"K.S.","email":"","affiliations":[],"preferred":false,"id":361837,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70012124,"text":"70012124 - 1981 - Chemical constraints of groundwater management in the Yucatan peninsula, Mexico","interactions":[],"lastModifiedDate":"2019-12-06T07:03:57","indexId":"70012124","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","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":"Chemical constraints of groundwater management in the Yucatan peninsula, Mexico","docAbstract":"Two critical objectives of water management in the Yucatan are: (1) to develop regional groundwater supplies for an expanding population and tourism based on the Mayan archeological sites and excellent beaches; and (2) to control groundwater pollution in a chemically sensitive system made vulnerable by geologic conditions.
The Yucatan peninsula is a coastal plain underlain by permeable limestone and has an annual rainfall of more than 1000 mm. Such a setting should provide abundant supplies of water; however, factors of climate and hydrogeology have combined to form a hydrologic system with chemical boundaries that decrease the amount of available fresh water.
Management of water resources has long had a major influence on the cultural and economic development of the Yucatan. The Mayan culture of the northern Yucatan developed by extensive use of groundwater. The religion was water-oriented and the Mayan priests prayed to Chac, the water god, for assistance in water management primarily to decrease the severity of droughts. The Spaniards arrived in 1517 and augmented the supplies by digging wells, which remained the common practice for more than 300 years. Many wells now have been abandoned because of serious problems of pollution resulting from the use of a sewage disposal well adjacent to each supply well.
The modern phase of water management began in 1959 when the Secretaría de Recursos Hidráulicos (S.R.H.) was charged with the responsibility for both scientific investigations and development programmes for water-supply and sewage-disposal systems for cities, villages and islands.
The science of earthquakes in complex, requiring data and research in seismology, geology, soil mechanics, geophysics, hydrology, and engineering. Nevertheless, if earthquake hazards are to be reduced, earth science information must be translated from scientific and technical language into a form that can be effectively used by planners and decisionmakers.
\nOut of the need to use earth science information in local and regional planning and decisionmaking came an experimental program-the San Francisco Bay Region Environment and Resources Planning Study. the study, begun in 1970, was jointly supported by the U.S Geological Survey and the U.S Department of Housing and Urban Development. The Association of Bay Area Governments and the planning firm of William Spangle and Associates, Inc., participated in the study and provided a liaison and communication link with other regional agencies and with local governments.
\nSince 1975, the composition of the core group within the U.S Geological Survey concerned with seismic zonation has evolved to include seismoloists and engineers concerned with probabilistic approaches to earthquake damage and a planner to assist in the information transfer from scientists and engineers to city, county, and regional planning staffs.
\nThree events have encouraged communities to attempt seismic zonation: passage of the Alquist Priolo Act by the California Legislature requiring special studies in zones encompassing potentially and recently active faults, preparation and adoption of seismic safety plan elements by cities and counties as required by California statute, and further development of a seismic zonation method. The method has four steps: postulating an earthquake of a given size and location; grouping geological materials with similar physical properties; predicting effects of the postulated earthquakes for each geologic unit by type of hazard of failure, namely surface rupture, ground shaking, flooding, liquefaction potential, and landsliding; and combining geologic effects by zones on the map (fig. 1).
\nExamples of seismic zonation at various scales by cities and counties in the San Francisco Bay region show that scientific information can be used effectively in avoiding earthquake hazards and mitigating damage. Six examples were presented at the Second International Conference on Microzonation in 1978 and reprinted in a Survey Circular on the progress on seismic zonation.
\nThe method has been used in California by the cities of Mountain View, Novator, and San Francisco and the counties of Marin, Santa Clara, and San Mateo to develop zones which were used as a basis for their general plans, seismic safety plans, development policies or odrinances. Two of these examples, a city and a county, are described here.
\n","language":"English","publisher":"U.S Geological Survey","publisherLocation":"Reston, VA","usgsCitation":"Kockelman, W., and Brabb, E.E., 1981, Two examples of seismic zonation in the San Francisco Bay region: Earthquake Information Bulletin (USGS), v. 13, no. 3, p. 80-84.","productDescription":"5 p.","startPage":"80","endPage":"84","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"links":[{"id":319246,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -123.17321777343749,\n 38.496593518947556\n ],\n [\n -121.651611328125,\n 38.59970036588819\n ],\n [\n -121.0089111328125,\n 37.112145754751516\n ],\n [\n -121.90979003906249,\n 36.87522650673951\n ],\n [\n -122.0745849609375,\n 36.81368259124586\n ],\n [\n -123.255615234375,\n 38.47079371120379\n ],\n [\n -123.17321777343749,\n 38.496593518947556\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"13","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"56f3be56e4b0f59b85e02f5f","contributors":{"authors":[{"text":"Kockelman, W. J.","contributorId":55427,"corporation":false,"usgs":true,"family":"Kockelman","given":"W. J.","affiliations":[],"preferred":false,"id":623414,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brabb, E. E.","contributorId":43780,"corporation":false,"usgs":true,"family":"Brabb","given":"E.","middleInitial":"E.","affiliations":[],"preferred":false,"id":623415,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70179890,"text":"70179890 - 1980 - Bibliography of U.S. Geological Survey water-resources reports for Utah","interactions":[],"lastModifiedDate":"2017-01-19T16:21:02","indexId":"70179890","displayToPublicDate":"2016-12-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5270,"text":"Utah Division of Water Rights Information Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"27","title":"Bibliography of U.S. Geological Survey water-resources reports for Utah","docAbstract":"
This bibliography contains a complete listing to June 30, 1980, of reports relating to the water resources of Utah prepared by personnel of the U.S. Geological Survey. Discussions of the related subjects of geology, hydrology, and chemical quality of the water are included in many of the reports. The reports were, for the most part, prepared by personnel assigned to the Water Resources Division, Utah District, in cooperation with State and local agencies.
","language":"English","publisher":"Utah Department of Natural Resources","publisherLocation":"Salt Lake City, UT","usgsCitation":"1980, Bibliography of U.S. Geological Survey water-resources reports for Utah: Utah Division of Water Rights Information Bulletin 27, 75 p.","productDescription":"75 p.","numberOfPages":"76","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":333490,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":333486,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=21-4-530"}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5881def9e4b01192927d9fef","contributors":{"compilers":[{"text":"LaPray, Barbara A.","contributorId":178483,"corporation":false,"usgs":false,"family":"LaPray","given":"Barbara","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":659122,"contributorType":{"id":3,"text":"Compilers"},"rank":1},{"text":"Hamblin, Linda S.","contributorId":52202,"corporation":false,"usgs":true,"family":"Hamblin","given":"Linda","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":659123,"contributorType":{"id":3,"text":"Compilers"},"rank":2}]}} ,{"id":70039475,"text":"70039475 - 1980 - Water resources thesaurus: A vocabulary for indexing and retrieving the literature of water resources research and development","interactions":[],"lastModifiedDate":"2012-08-08T01:02:14","indexId":"70039475","displayToPublicDate":"2012-01-01T11:24:43","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":371,"text":"Monograph","active":false,"publicationSubtype":{"id":6}},"title":"Water resources thesaurus: A vocabulary for indexing and retrieving the literature of water resources research and development","docAbstract":"This Water Resources Thesaurus encompasses such broad research areas as the hydrologic cycle, supply of and demand for water, conservation and best use of available supplies of water, methods of increasing supplies, and the economic, legal, social, engineering, recreational, biological, geographical, ecological, and qualitative aspects of water resources. This volume represents a major revision of the previous edition of the Thesaurus, published in 1971. The principal source of terms for this edition has been the indexing used in Selected Water Resources Abstracts (SWRA). Since its inception in 1968, SWRA has indexed tens of thousands of publications. Its indexing terminology has been developed by expert abstracters and researchers, and represents the range of disciplines related to research, development, and management of water resources.","language":"English","publisher":"Department of the Interior Office of Water Research and Technology","publisherLocation":"Washington, D.C.","doi":"10.3133/70039475","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Water resources thesaurus: A vocabulary for indexing and retrieving the literature of water resources research and development (3rd): Monograph, viii, 125 p., https://doi.org/10.3133/70039475.","productDescription":"viii, 125 p.","numberOfPages":"137","costCenters":[{"id":504,"text":"Office of Water Research and Technology","active":false,"usgs":true}],"links":[{"id":261608,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70039475/report.pdf"},{"id":261609,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70039475/report-thumb.jpg"}],"edition":"3rd","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bcc6de4b08c986b32db2f","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":535322,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":98347,"text":"wri801109 - 1980 - Hydrologic and land-cover features of the Loxahatchee River Basin, Florida","interactions":[],"lastModifiedDate":"2012-11-15T13:01:28","indexId":"wri801109","displayToPublicDate":"2010-04-28T00:00:00","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":"80-1109","title":"Hydrologic and land-cover features of the Loxahatchee River Basin, Florida","docAbstract":"This map report represents the first published product of the Loxahatchee River estuary assessment, and primarily fulfills the first objective as outlined in the report. It presents an overview of the major physical features of the basin and presents selected information on the U.S. Geological Survey assessment. The report includes a photomosaic map with the names of major tributaries, the location of selected U.S. Geological Survey stations, basin and subbasin boundaries, and direction of surface-water flow. The scale of the map (1 inch = 1 mile) allows a synoptic view with adequate detail of physical features. The report also includes information on the types of soil and land use in the basinand on characteristics of the estuary. The map report provides a work base for future interpretive reports.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/wri801109","collaboration":"Prepared in cooperation with the Florida Department of Environmental Regulation, South Florida Water Management District, Palm Beach County, Jupiter Inlet District, Loxahatchee River Environmental Control District, Town of Jupiter, Village of Tequesta, Jupiter Inlet Colony, U.S. Army Corps of Engineers","usgsCitation":"McPherson, B.F., and Sabanskas, M., 1980, Hydrologic and land-cover features of the Loxahatchee River Basin, Florida (WRI/OFR): U.S. Geological Survey Water-Resources Investigations Report 80-1109, https://doi.org/10.3133/wri801109.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":125897,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_80_1109.jpg"},{"id":13596,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri80-1109/","linkFileType":{"id":5,"text":"html"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611827","contributors":{"authors":[{"text":"McPherson, Benjamin F.","contributorId":17965,"corporation":false,"usgs":true,"family":"McPherson","given":"Benjamin","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":305050,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sabanskas, Maryann","contributorId":31455,"corporation":false,"usgs":true,"family":"Sabanskas","given":"Maryann","email":"","affiliations":[],"preferred":false,"id":305051,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48518,"text":"ofr80744 - 1980 - Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1978","interactions":[],"lastModifiedDate":"2024-11-14T19:26:45.618066","indexId":"ofr80744","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":"80-744","title":"Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1978","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 (station 08049600), Walnut Creek near Mansfield (station 08049700), Mountain Creek at Grand Prairie (station 08050100), and Mountain Creek Lake near Grand Prairie (station 08050050; fig. 1). In October 1970, the Geological Survey assumed operation of the stage station Mountain Creek near Duncanville (station 08049900; fig. 1). Since 1974 water-quality data has been collected at varying periodic intervals at the sites near Cedar Hill, near Duncanville, and Mountain Creek Lake since 1969. These water-quality data collection stations are shown on figure 1.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80744","collaboration":"Prepared in cooperation with the Dallas Power and Light Company and the Texas Department of Water Resources","usgsCitation":"Carillo, E., 1980, Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1978: U.S. Geological Survey Open-File Report 80-744, 20 p., https://doi.org/10.3133/ofr80744.","productDescription":"20 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":161868,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0744/report-thumb.jpg"},{"id":464034,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0744/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"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 -98.92013935995617,\n 34.095127695693975\n ],\n [\n -98.92013935995617,\n 28.359538946339214\n ],\n [\n -93.90002460114881,\n 28.359538946339214\n ],\n [\n -93.90002460114881,\n 34.095127695693975\n ],\n [\n -98.92013935995617,\n 34.095127695693975\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ec83","contributors":{"authors":[{"text":"Carillo, E.R.","contributorId":65127,"corporation":false,"usgs":true,"family":"Carillo","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":237668,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":59538,"text":"mf1233 - 1980 - Maps showing geologic and hydrologic factors affecting land-use planning in Fairfax County, Virginia","interactions":[],"lastModifiedDate":"2019-11-18T09:25:49","indexId":"mf1233","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1233","title":"Maps showing geologic and hydrologic factors affecting land-use planning in Fairfax County, Virginia","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1233","usgsCitation":"Froelich, A., 1980, Maps showing geologic and hydrologic factors affecting land-use planning in Fairfax County, Virginia: U.S. Geological Survey Miscellaneous Field Studies Map 1233, HTML, https://doi.org/10.3133/mf1233.","productDescription":"HTML","costCenters":[],"links":[{"id":183713,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":105587,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_6670.htm","linkFileType":{"id":5,"text":"html"},"description":"6670"}],"country":"United States","state":"Virginia ","county":"Fairfax County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-77.1702,38.9682],[-77.1624,38.9678],[-77.16,38.9678],[-77.1553,38.9674],[-77.1548,38.9674],[-77.1488,38.9646],[-77.1472,38.9636],[-77.1455,38.9622],[-77.1413,38.9584],[-77.1409,38.958],[-77.1361,38.9523],[-77.1352,38.9507],[-77.1343,38.9488],[-77.1341,38.9482],[-77.1323,38.9455],[-77.1308,38.9438],[-77.1294,38.9423],[-77.1279,38.9411],[-77.1258,38.9391],[-77.1234,38.9365],[-77.1229,38.936],[-77.1253,38.9296],[-77.1277,38.9279],[-77.1611,38.9018],[-77.172,38.8934],[-77.1891,38.896],[-77.1916,38.891],[-77.1941,38.8861],[-77.1896,38.8783],[-77.1878,38.8787],[-77.1807,38.8795],[-77.1778,38.8794],[-77.1736,38.8789],[-77.1631,38.8751],[-77.1579,38.8731],[-77.1549,38.8726],[-77.1537,38.8731],[-77.1531,38.8731],[-77.1519,38.8735],[-77.1502,38.8735],[-77.1496,38.8739],[-77.1495,38.8757],[-77.1104,38.8437],[-77.1277,38.8372],[-77.1416,38.827],[-77.1423,38.8239],[-77.1432,38.8148],[-77.1445,38.8103],[-77.139,38.798],[-77.1153,38.8021],[-77.084,38.801],[-77.0723,38.7971],[-77.0618,38.7947],[-77.0554,38.7921],[-77.0556,38.792],[-77.0523,38.7886],[-77.0523,38.7876],[-77.0529,38.787],[-77.0535,38.7862],[-77.0537,38.7837],[-77.0533,38.7827],[-77.0503,38.7797],[-77.0495,38.7787],[-77.049,38.7784],[-77.0479,38.7766],[-77.0482,38.7763],[-77.0492,38.7714],[-77.0489,38.7717],[-77.0486,38.7717],[-77.0481,38.7711],[-77.0481,38.7717],[-77.0478,38.7725],[-77.0478,38.7728],[-77.0481,38.7731],[-77.0475,38.7733],[-77.0461,38.7733],[-77.0444,38.7717],[-77.0444,38.7711],[-77.0453,38.7703],[-77.0456,38.7703],[-77.0458,38.77],[-77.0461,38.77],[-77.0467,38.7694],[-77.0472,38.7694],[-77.0475,38.7692],[-77.0481,38.7692],[-77.0483,38.7694],[-77.0486,38.7692],[-77.0492,38.7689],[-77.0489,38.7686],[-77.0486,38.7687],[-77.0481,38.7683],[-77.0471,38.7668],[-77.0471,38.7655],[-77.0475,38.7625],[-77.0469,38.7619],[-77.0469,38.7617],[-77.0467,38.7608],[-77.0469,38.7606],[-77.0469,38.76],[-77.0472,38.7597],[-77.0475,38.7597],[-77.0481,38.7592],[-77.0483,38.7592],[-77.0467,38.7579],[-77.0464,38.7571],[-77.0474,38.7549],[-77.0472,38.7544],[-77.0459,38.7526],[-77.0461,38.7521],[-77.0466,38.7517],[-77.0476,38.7508],[-77.0475,38.7504],[-77.0472,38.7494],[-77.0434,38.7444],[-77.0423,38.741],[-77.0431,38.7388],[-77.0428,38.7384],[-77.042,38.7368],[-77.0414,38.7304],[-77.0416,38.7274],[-77.0416,38.7267],[-77.0417,38.725],[-77.0426,38.7206],[-77.0445,38.7168],[-77.0459,38.7149],[-77.0526,38.7105],[-77.064,38.7099],[-77.0646,38.71],[-77.0657,38.7102],[-77.0669,38.71],[-77.0675,38.71],[-77.0692,38.7099],[-77.0728,38.7106],[-77.0733,38.7106],[-77.0742,38.7114],[-77.0739,38.7117],[-77.0747,38.7125],[-77.075,38.7125],[-77.0753,38.7128],[-77.0764,38.7128],[-77.0767,38.7129],[-77.0792,38.7125],[-77.0803,38.7087],[-77.0807,38.7084],[-77.0851,38.7066],[-77.0993,38.6985],[-77.1015,38.6981],[-77.1041,38.6976],[-77.107,38.6975],[-77.109,38.6976],[-77.1097,38.6977],[-77.111,38.6981],[-77.117,38.6995],[-77.1177,38.6997],[-77.1191,38.7001],[-77.1197,38.7005],[-77.12,38.7011],[-77.121,38.7029],[-77.1215,38.7033],[-77.1221,38.7036],[-77.1231,38.7043],[-77.1238,38.7051],[-77.1244,38.7053],[-77.1251,38.7053],[-77.129,38.7052],[-77.1296,38.7048],[-77.1299,38.7043],[-77.1299,38.7038],[-77.1297,38.7033],[-77.1289,38.7025],[-77.1275,38.7014],[-77.1273,38.7008],[-77.1269,38.6995],[-77.126,38.6985],[-77.125,38.6974],[-77.1232,38.6936],[-77.1228,38.6915],[-77.1224,38.6901],[-77.1222,38.687],[-77.1222,38.6864],[-77.1329,38.6739],[-77.135,38.6734],[-77.1365,38.6731],[-77.1369,38.6732],[-77.1382,38.6737],[-77.1391,38.6736],[-77.1398,38.6724],[-77.1441,38.6753],[-77.1452,38.676],[-77.1481,38.6776],[-77.1487,38.6778],[-77.153,38.6791],[-77.1536,38.6794],[-77.1538,38.6798],[-77.1535,38.6802],[-77.1532,38.6816],[-77.1537,38.6819],[-77.1545,38.6818],[-77.1551,38.6816],[-77.1557,38.6816],[-77.1562,38.6819],[-77.1568,38.6839],[-77.1566,38.6844],[-77.1552,38.6857],[-77.1536,38.6883],[-77.1553,38.6908],[-77.156,38.6915],[-77.1594,38.6917],[-77.16,38.6911],[-77.16,38.6906],[-77.1611,38.6894],[-77.1614,38.6894],[-77.1622,38.6892],[-77.1628,38.6886],[-77.1631,38.6886],[-77.1633,38.688],[-77.1636,38.6867],[-77.1638,38.6853],[-77.1641,38.6848],[-77.1649,38.6841],[-77.1655,38.6843],[-77.1656,38.6845],[-77.1671,38.6856],[-77.1677,38.6855],[-77.169,38.685],[-77.1697,38.6848],[-77.1712,38.6844],[-77.1732,38.6842],[-77.1764,38.6847],[-77.1779,38.6849],[-77.1795,38.6841],[-77.1822,38.6842],[-77.1831,38.6842],[-77.1833,38.6839],[-77.1836,38.6839],[-77.1842,38.6844],[-77.185,38.6844],[-77.1853,38.6842],[-77.1858,38.6839],[-77.1861,38.6839],[-77.1864,38.6836],[-77.1883,38.6831],[-77.1889,38.6825],[-77.1889,38.6822],[-77.1878,38.6811],[-77.1872,38.6811],[-77.1869,38.6808],[-77.1864,38.6808],[-77.1861,38.6806],[-77.1853,38.6806],[-77.185,38.6803],[-77.1847,38.6803],[-77.1844,38.68],[-77.1828,38.6803],[-77.1825,38.68],[-77.1822,38.68],[-77.1819,38.6803],[-77.1811,38.68],[-77.1772,38.6788],[-77.1763,38.6787],[-77.1737,38.6794],[-77.1674,38.6758],[-77.1624,38.6712],[-77.1582,38.6702],[-77.1578,38.6698],[-77.1571,38.6689],[-77.1566,38.6686],[-77.1555,38.6681],[-77.1515,38.6664],[-77.1509,38.6662],[-77.15,38.6653],[-77.1498,38.6647],[-77.1497,38.664],[-77.149,38.6572],[-77.1485,38.657],[-77.1478,38.6569],[-77.1465,38.6567],[-77.1459,38.6564],[-77.1452,38.6563],[-77.1446,38.656],[-77.1431,38.6549],[-77.1406,38.6523],[-77.1395,38.6518],[-77.1372,38.6506],[-77.1362,38.6489],[-77.1358,38.647],[-77.1354,38.6465],[-77.1349,38.6461],[-77.1343,38.6458],[-77.1334,38.6452],[-77.133,38.6423],[-77.1313,38.6384],[-77.1308,38.6369],[-77.1307,38.6359],[-77.1311,38.6354],[-77.1318,38.6351],[-77.1348,38.6351],[-77.137,38.6353],[-77.1389,38.6351],[-77.1413,38.6355],[-77.143,38.6357],[-77.1497,38.6352],[-77.1519,38.6355],[-77.1541,38.6358],[-77.1572,38.6367],[-77.1575,38.6369],[-77.1581,38.6372],[-77.1583,38.6369],[-77.1586,38.6369],[-77.1594,38.6361],[-77.1597,38.6361],[-77.1608,38.635],[-77.1611,38.635],[-77.1617,38.6344],[-77.1619,38.6344],[-77.1625,38.6331],[-77.1628,38.6331],[-77.1636,38.6322],[-77.1636,38.6308],[-77.1633,38.6306],[-77.1636,38.6303],[-77.1639,38.6303],[-77.1639,38.63],[-77.1661,38.6278],[-77.1665,38.6278],[-77.1665,38.6275],[-77.1764,38.6239],[-77.1808,38.6226],[-77.1813,38.6223],[-77.1824,38.6219],[-77.1837,38.6217],[-77.1857,38.6214],[-77.1864,38.6213],[-77.187,38.6211],[-77.1901,38.6198],[-77.1908,38.6195],[-77.1915,38.6194],[-77.193,38.6194],[-77.1986,38.6192],[-77.2005,38.6186],[-77.2021,38.6177],[-77.2027,38.6178],[-77.2038,38.6184],[-77.2048,38.6199],[-77.2049,38.6212],[-77.2043,38.6239],[-77.2047,38.6243],[-77.205,38.6248],[-77.2062,38.6267],[-77.208,38.628],[-77.2108,38.6302],[-77.213,38.6328],[-77.2139,38.6356],[-77.2139,38.6361],[-77.2144,38.6367],[-77.2147,38.6367],[-77.2151,38.637],[-77.215,38.6375],[-77.2147,38.6375],[-77.2144,38.6378],[-77.2128,38.6375],[-77.2117,38.6375],[-77.211,38.6374],[-77.2009,38.6418],[-77.1935,38.649],[-77.1905,38.6487],[-77.1894,38.6493],[-77.1888,38.6496],[-77.1882,38.6497],[-77.1875,38.6496],[-77.1844,38.6494],[-77.1814,38.6491],[-77.181,38.6506],[-77.1838,38.6511],[-77.1877,38.6514],[-77.1889,38.6516],[-77.1894,38.6514],[-77.192,38.6506],[-77.193,38.6508],[-77.1934,38.6512],[-77.1937,38.6517],[-77.1938,38.6522],[-77.1945,38.6537],[-77.1954,38.6544],[-77.1963,38.6551],[-77.199,38.657],[-77.2029,38.6586],[-77.2125,38.6567],[-77.2128,38.6564],[-77.2139,38.6564],[-77.2142,38.6567],[-77.2144,38.6564],[-77.2147,38.6564],[-77.215,38.6567],[-77.2156,38.6567],[-77.2169,38.6569],[-77.2172,38.6572],[-77.2175,38.6572],[-77.2209,38.6578],[-77.2214,38.6578],[-77.2235,38.658],[-77.224,38.6587],[-77.2238,38.659],[-77.2215,38.6612],[-77.2214,38.6618],[-77.2211,38.6624],[-77.221,38.663],[-77.2198,38.6666],[-77.2203,38.667],[-77.221,38.6671],[-77.2215,38.6668],[-77.2219,38.6662],[-77.224,38.6626],[-77.2254,38.6611],[-77.226,38.6608],[-77.2273,38.6607],[-77.2279,38.6609],[-77.2284,38.6613],[-77.229,38.6615],[-77.231,38.662],[-77.2316,38.6624],[-77.2322,38.6626],[-77.2333,38.6631],[-77.2339,38.6632],[-77.2358,38.6636],[-77.2362,38.664],[-77.2364,38.6645],[-77.2369,38.6654],[-77.2383,38.6665],[-77.2391,38.6671],[-77.2406,38.6689],[-77.2406,38.6692],[-77.2414,38.67],[-77.2446,38.6724],[-77.2489,38.6747],[-77.2492,38.6747],[-77.2494,38.675],[-77.2522,38.6792],[-77.2522,38.6794],[-77.2533,38.6806],[-77.2536,38.6806],[-77.2542,38.6811],[-77.2542,38.6814],[-77.2569,38.6842],[-77.2572,38.6839],[-77.2575,38.6839],[-77.2578,38.6836],[-77.2578,38.6833],[-77.2581,38.6831],[-77.2581,38.6828],[-77.2578,38.6828],[-77.2564,38.6814],[-77.2564,38.6811],[-77.2553,38.68],[-77.2547,38.68],[-77.2544,38.6797],[-77.252,38.676],[-77.2508,38.6744],[-77.2508,38.6742],[-77.2503,38.6733],[-77.2494,38.6728],[-77.2481,38.6731],[-77.2478,38.6728],[-77.2478,38.6722],[-77.2475,38.6719],[-77.245,38.6708],[-77.2447,38.6706],[-77.2436,38.6697],[-77.2433,38.6697],[-77.2431,38.6694],[-77.2428,38.6694],[-77.2417,38.6683],[-77.24,38.6664],[-77.24,38.6661],[-77.2397,38.6658],[-77.2394,38.665],[-77.2396,38.6643],[-77.2398,38.6638],[-77.244,38.6689],[-77.2498,38.6717],[-77.2527,38.6745],[-77.2549,38.6786],[-77.2659,38.6847],[-77.2728,38.6903],[-77.2786,38.6931],[-77.3018,38.7058],[-77.3077,38.7059],[-77.3137,38.7024],[-77.3256,38.7003],[-77.3291,38.7031],[-77.3242,38.7089],[-77.3247,38.7112],[-77.3323,38.7131],[-77.3316,38.7158],[-77.341,38.7183],[-77.355,38.723],[-77.3597,38.7236],[-77.3641,38.7164],[-77.3678,38.7106],[-77.373,38.7111],[-77.3777,38.7144],[-77.3828,38.7212],[-77.3796,38.7294],[-77.3801,38.7343],[-77.3853,38.7376],[-77.391,38.744],[-77.3944,38.7491],[-77.3985,38.751],[-77.4037,38.7524],[-77.4067,38.7507],[-77.4062,38.7484],[-77.4081,38.7453],[-77.411,38.7439],[-77.4128,38.7458],[-77.4126,38.7503],[-77.4101,38.7553],[-77.4147,38.7594],[-77.4176,38.7626],[-77.4134,38.7653],[-77.4162,38.7685],[-77.4173,38.7735],[-77.4219,38.7772],[-77.4271,38.7796],[-77.4307,38.7805],[-77.4341,38.7856],[-77.4357,38.7897],[-77.4379,38.7952],[-77.4402,38.7997],[-77.4442,38.8021],[-77.4495,38.8017],[-77.455,38.7986],[-77.4645,38.7956],[-77.4651,38.7956],[-77.4781,38.7963],[-77.484,38.7941],[-77.4887,38.7946],[-77.4922,38.797],[-77.4927,38.8015],[-77.4896,38.8046],[-77.4895,38.8083],[-77.4912,38.8101],[-77.4924,38.8115],[-77.5018,38.8143],[-77.5046,38.8171],[-77.5039,38.8248],[-77.5055,38.8271],[-77.5084,38.8317],[-77.5083,38.8344],[-77.5064,38.8385],[-77.5081,38.8407],[-77.52,38.8378],[-77.5271,38.8379],[-77.5324,38.8389],[-77.5347,38.8416],[-77.5358,38.8457],[-77.5369,38.8475],[-77.4747,38.9155],[-77.4705,38.9204],[-77.4291,38.9609],[-77.3273,39.0611],[-77.3267,39.061],[-77.3202,39.0593],[-77.3114,39.0564],[-77.3064,39.055],[-77.3048,39.0546],[-77.2989,39.0524],[-77.2944,39.0502],[-77.2891,39.0467],[-77.2829,39.0424],[-77.2787,39.0397],[-77.2746,39.037],[-77.2741,39.0367],[-77.2706,39.0348],[-77.2676,39.0342],[-77.2635,39.0333],[-77.2598,39.0324],[-77.2551,39.031],[-77.2508,39.0295],[-77.2483,39.0281],[-77.2457,39.026],[-77.2433,39.0233],[-77.2426,39.0198],[-77.2427,39.0175],[-77.2433,39.0148],[-77.245,39.0124],[-77.2463,39.0093],[-77.2471,39.0067],[-77.2478,39.0058],[-77.2485,39.0027],[-77.2489,39.0007],[-77.2493,38.9966],[-77.2482,38.9918],[-77.2447,38.9868],[-77.2401,38.9839],[-77.2345,38.9798],[-77.2271,38.9767],[-77.2257,38.9761],[-77.2235,38.9757],[-77.2203,38.9754],[-77.2161,38.9753],[-77.2114,38.9748],[-77.2073,38.9738],[-77.205,38.9729],[-77.2008,38.9711],[-77.1949,38.9692],[-77.192,38.9688],[-77.1902,38.9685],[-77.1885,38.9685],[-77.1731,38.9682],[-77.1702,38.9682]]]},\"properties\":{\"name\":\"Fairfax\",\"state\":\"VA\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605895","contributors":{"authors":[{"text":"Froelich, A.J.","contributorId":13593,"corporation":false,"usgs":true,"family":"Froelich","given":"A.J.","email":"","affiliations":[],"preferred":false,"id":262190,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29163,"text":"wri8034 - 1980 - Ground-water availability near Fort Wayne, Allen County, Indiana","interactions":[],"lastModifiedDate":"2020-01-13T14:14:02","indexId":"wri8034","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":"80-34","title":"Ground-water availability near Fort Wayne, Allen County, Indiana","docAbstract":"A 3-year study to determine the groundwater potential of confined glacial aquifers in a large part of Allen County, Ind., was begun in July 1974 by the U.S. Geological Survey. Mapping of outwash sands and gravels delineated two distinct layers of sand and gravel in the southern and eastern parts of the county that merge into one aquifer more than 100 feet thick to the north and west. A digital model that simulates groundwater flow in three dimensions was used to integrate the geologic and hydrologic conditions into a suitable analog of the groundwater system surrounding Fort Wayne. The model consisted of three layers representing (1) the upper till, (2) the upper sand and gravel, and (3) the lower aquifer. The lower aquifer represents a combination of the lower sand and gravel and a section of limestone aquifer immediately underlying the glacial sediments. The model, calibrated against water-level and streamflow data collected during September 1976, was used to simulate pumping and to evaluate the effects of pumping on groundwater levels and streamflows. Two distribution schemes of pumping were tested, each with two different boundary conditions (constant heads and constant flows). The results of these simulated pumping schemes indicate that between 30 and 40 million gallons per day can be produced and that the streamflow losses resulting from this pumping would be between 17 and 25 million gallons per day. (USGS)
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8034","usgsCitation":"Planert, M., 1980, Ground-water availability near Fort Wayne, Allen County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 80-34, vi, 54 p. , https://doi.org/10.3133/wri8034.","productDescription":"vi, 54 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":159183,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0034/report-thumb.jpg"},{"id":371193,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Allen","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.8049,41.2702],[-84.8047,41.2536],[-84.8047,41.2527],[-84.8035,41.0133],[-84.8033,40.989],[-84.8026,40.9221],[-84.8799,40.9199],[-84.998,40.9186],[-85.074,40.9181],[-85.1087,40.9181],[-85.2218,40.9174],[-85.3349,40.9172],[-85.3347,41.0034],[-85.3346,41.0061],[-85.3381,41.0901],[-85.3397,41.1781],[-85.3111,41.1788],[-85.309,41.265],[-85.1935,41.2643],[-85.078,41.2658],[-84.9636,41.2676],[-84.8487,41.2698],[-84.8049,41.2702]]]},\"properties\":{\"name\":\"Allen\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d332","contributors":{"authors":[{"text":"Planert, Michael","contributorId":56659,"corporation":false,"usgs":true,"family":"Planert","given":"Michael","email":"","affiliations":[],"preferred":false,"id":201059,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":57097,"text":"ofr801024 - 1980 - Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas","interactions":[{"subject":{"id":57097,"text":"ofr801024 - 1980 - Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas","indexId":"ofr801024","publicationYear":"1980","noYear":false,"title":"Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":70047535,"text":"70047535 - 1981 - Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas","indexId":"70047535","publicationYear":"1981","noYear":false,"title":"Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas"},"id":1}],"supersededBy":{"id":70047535,"text":"70047535 - 1981 - Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas","indexId":"70047535","publicationYear":"1981","noYear":false,"title":"Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas"},"lastModifiedDate":"2013-08-08T14:47:01","indexId":"ofr801024","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":"80-1024","title":"Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr801024","usgsCitation":"Jorgensen, D.G., and Stullken, L.E., 1980, Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas: U.S. Geological Survey Open-File Report 80-1024, https://doi.org/10.3133/ofr801024.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":180683,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e95a","contributors":{"authors":[{"text":"Jorgensen, Donald G.","contributorId":19537,"corporation":false,"usgs":true,"family":"Jorgensen","given":"Donald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":256252,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stullken, Lloyd E.","contributorId":60609,"corporation":false,"usgs":true,"family":"Stullken","given":"Lloyd","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":256253,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":12324,"text":"ofr80558 - 1980 - Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5)","interactions":[{"subject":{"id":12324,"text":"ofr80558 - 1980 - Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5)","indexId":"ofr80558","publicationYear":"1980","noYear":false,"title":"Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5)"},"predicate":"SUPERSEDED_BY","object":{"id":250,"text":"wsp2180 - 1982 - Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well--Atlantic OCS, lease-block 427 (Jacksonville NH 17-5)","indexId":"wsp2180","publicationYear":"1982","noYear":false,"title":"Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well--Atlantic OCS, lease-block 427 (Jacksonville NH 17-5)"},"id":1}],"supersededBy":{"id":250,"text":"wsp2180 - 1982 - Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well--Atlantic OCS, lease-block 427 (Jacksonville NH 17-5)","indexId":"wsp2180","publicationYear":"1982","noYear":false,"title":"Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well--Atlantic OCS, lease-block 427 (Jacksonville NH 17-5)"},"lastModifiedDate":"2022-08-01T21:42:32.708675","indexId":"ofr80558","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":"80-558","title":"Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5)","docAbstract":"A summary of hydrologic testing in an offshore oil-test well drilled for Tenneco, Inc. 55 miles east of Fernandina Beach, Florida, is presented. The interval tested (1,050 to 1,070 feet below sea level) is in a calcarenite that is equivalent to the Ocala Limestone (late Eocene) of onshore Florida and South Georgia. At this site the Ocala forms the highly productive Tertiary limestone aquifer system of the southeastern United States. Pressure-head measurements indicate an equivalent freshwater head of 24 to 29 feet above sea level. These pressure-head measurements and an earlier one made in the nearby JOIDES J-1 hole are the only hydraulic head determinations to date in the offshore extensions of any of the aquifers underlying the Atlantic coastal plain.
A drill-stem test recovered water samples containing about 7,000 milligrams per liter chloride. However, seawater used in the drilling process apparently contaminated the samples and the formation water is considered slightly fresher.
The head and salinity data from the Tenneco well suggest that the sampled interval lies in the transition zone between fresh and seawater in the limestone aquifer. These data, when viewed with similar data from JOIDES J-1, show the transition zone to slope very slightly landward. Heads at both wells are compatible with the onshore flow system as it existed prior to development.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80558","usgsCitation":"Johnston, R.H., Bush, P.W., Krause, R.E., Miller, J.A., and Sprinkle, C.L., 1980, Summary of hydrologic testing in Tertiary limestone aquifer, Tenneco offshore exploratory well-Atlantic OCS, lease block 427 (Jacksonville NH-17-5): U.S. Geological Survey Open-File Report 80-558, Report: v, 22 p.; 1 Plate: 54.84 x 8.07 inches, https://doi.org/10.3133/ofr80558.","productDescription":"Report: v, 22 p.; 1 Plate: 54.84 x 8.07 inches","costCenters":[],"links":[{"id":404614,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0558/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144719,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0558/report-thumb.jpg"},{"id":404615,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0558/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.52130126953125,\n 30.596547664210643\n ],\n [\n -81.34414672851562,\n 30.596547664210643\n ],\n [\n -81.34414672851562,\n 30.717045911671004\n ],\n [\n -81.52130126953125,\n 30.717045911671004\n ],\n [\n -81.52130126953125,\n 30.596547664210643\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69912e","contributors":{"authors":[{"text":"Johnston, Richard H.","contributorId":95860,"corporation":false,"usgs":true,"family":"Johnston","given":"Richard","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":165902,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bush, Peter W.","contributorId":57820,"corporation":false,"usgs":true,"family":"Bush","given":"Peter","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":165899,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Krause, Richard E.","contributorId":40185,"corporation":false,"usgs":true,"family":"Krause","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":165900,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, James A.","contributorId":49772,"corporation":false,"usgs":true,"family":"Miller","given":"James","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":165901,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Sprinkle, Craig L.","contributorId":41802,"corporation":false,"usgs":true,"family":"Sprinkle","given":"Craig","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":165898,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":46170,"text":"ofr803 - 1980 - Maps showing ground-water conditions in the Hopi area, Coconino and Navajo counties, Arizona; 1977","interactions":[],"lastModifiedDate":"2018-01-29T11:42:28","indexId":"ofr803","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":"80-3","title":"Maps showing ground-water conditions in the Hopi area, Coconino and Navajo counties, Arizona; 1977","docAbstract":"The Hop·; area includes about 3,200 mi2 in northeastern Arizona ~nd is mostly in the Navajo and Hopi Indian Reservations; about 400 mi of the area is south of the Navajo Indian Reservation boundary . Ground water occurs in several aquifers that are made up of one or more formations; the composite stratigraphic column indicates the relative position of the formations. The main sources of ground water are the Coconino aquifer, the Chinle Formation. the N and D aquifers, the Toreva and Bidahochi Formations, and the alluvium. The aquifers are separated by fine-grained rock units that inhibit the vertical movement of ground water.
Ground-water development has been slight, and the water is used mainly for public, domestic, and livestock supplies. In 1977 about 425 acre-ft of ground water was withdrawn in the Hopi area. The amount of ground water withdrawn annually is small compared to the potential recharge from precipitation; therefore, water levels generally are not affected by pumping from wells.
Because the ground-water system in the Hopi area has not been changed greatly by development, a large number of water-level measurements and water-quality data collected prior to 1977 are used in this report to show conditions in 1977. A few water-level measurements were made south of the Navajo Indian Reservation boundary in 1977.
The hydrologic data on which these maps are based are available, fo~ the most part, ·in computer-printout form and may be consulted at.the Arizona Water Commission, 222 North Central Avenue, Suite 850, Phoenix, and at U.S. Geological Survey offices in: Federal Building, 301 West Congress Street, Tucson; Valley Center, Suite 1880, Phoenix; and 2255 North Gemini Drive, Building 3, Flagstaff. Material from which copies can be made at private expense is available at the Tucson, Phoenix, and Flagstaff offices of the U.S . Geological Survey.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr803","collaboration":"Prepared in cooperation with the Arizona Water Commission","usgsCitation":"Farrar, C.D., 1980, Maps showing ground-water conditions in the Hopi area, Coconino and Navajo counties, Arizona; 1977: U.S. Geological Survey Open-File Report 80-3, 4 Plates: 32.43 x 47.57 inches or smaller, https://doi.org/10.3133/ofr803.","productDescription":"4 Plates: 32.43 x 47.57 inches or smaller","costCenters":[],"links":[{"id":350743,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0003/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":350744,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0003/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":350745,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0003/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":350746,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0003/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":172776,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0003/report-thumb.jpg"}],"country":"United States","state":"Arizona","county":"Coconino County, Navajo County","otherGeospatial":"Hopi area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -111.5,\n 34.9\n ],\n [\n -109.75,\n 34.9\n ],\n [\n -109.75,\n 36.1\n ],\n [\n -111.5,\n 36.1\n ],\n [\n -111.5,\n 34.9\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6059b2","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":232746,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13196,"text":"ofr8074 - 1980 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Little Laughery Creek, Ripley and Franklin counties, Indiana","interactions":[],"lastModifiedDate":"2022-04-06T17:47:31.584379","indexId":"ofr8074","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":"80-74","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Little Laughery Creek, Ripley and Franklin counties, Indiana","docAbstract":"The Indiana State Board of Health is developing a State water-quality management plan that includes establishing Limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in Little Laughery Creek tributary and Little Laughery Creek 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.
Natural streamflow during the summer and annual 7-day, 10-year low flow is zero. Headwater flow upstream from the wastewater-treatment facilities consists solely of process cooling water from an industrial discharger. This flow is usually Less than 0.5 cubic foot per second. Consequently, benefits from dilution are minimal. As a result, current and projected ammonia-nitrogen concentrations from the municipal discharges will result in in-stream ammonia-nitrogen concentrations that exceed the Indiana ammonia-nitrogen toxicity standards (maximum stream ammonia-nitrogen concentrations of 2.5 and 4.0 milligrams per liter during summer and winter low flows, respectively).
This waste-Load assimilation study is not based on a verified model. The changes in stream water quality predicted by the model represent only possible stream responses to differing effluent conditions.
Benthic-oxygen demand is probably the most significant factor affecting Little Laughery Creek and is probably responsible for the in-stream dis-solved-oxygen concentration being less than the Indiana stream dissolved-oxygen standard (5.0 milligrams per liter) during two water-quality surveys. After municipal dischargers complete advanced waste-treatment facilities, benthic-oxygen demand should be less significant in the stream dissolved-oxygen dynamics.
This report contains rainfall and runoff data collected during the 1978 water year for drainage basins of Joes Creek, Bachman Branch, Turtle Creek, Coombs Creek, Cedar Creek, White Rock Creek, Elam Creek, Fivemile Creek, Newton Creek, Whites Branch, Prairie Creek, Tenmile Creek, Duck Creek, and South Mesquite Creek in the Dallas, Texas metropolitan area. The information will be useful in determining the extent to which progressive urbanization will affect the yield and mode of occurrence of storm runoff. Detailed rainfall-runoff computations are presented for ten storm periods during the 1978 water year. (USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801004","usgsCitation":"Hampton, B., and Wood, C., 1980, Hydrologic data for urban studies in the Dallas, Texas, metropolitan area, 1978: U.S. Geological Survey Open-File Report 80-1004, 114 p., https://doi.org/10.3133/ofr801004.","productDescription":"114 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":169990,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","city":"Dallas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db607e00","contributors":{"authors":[{"text":"Hampton, B.B.","contributorId":43362,"corporation":false,"usgs":true,"family":"Hampton","given":"B.B.","email":"","affiliations":[],"preferred":false,"id":239682,"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":239683,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":49445,"text":"ofr80583 - 1980 - Hydrologic data of the coastal drainage basins of southeastern Massachusetts, northwest shore of Buzzards Bay","interactions":[],"lastModifiedDate":"2012-02-02T00:10:23","indexId":"ofr80583","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":"80-583","title":"Hydrologic data of the coastal drainage basins of southeastern Massachusetts, northwest shore of Buzzards Bay","language":"ENGLISH","doi":"10.3133/ofr80583","usgsCitation":"Williams, J., Willey, R.E., and Tasker, G.D., 1980, Hydrologic data of the coastal drainage basins of southeastern Massachusetts, northwest shore of Buzzards Bay: U.S. Geological Survey Open-File Report 80-583, p. 33, https://doi.org/10.3133/ofr80583.","productDescription":"p. 33","costCenters":[],"links":[{"id":169943,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db6076e5","contributors":{"authors":[{"text":"Williams, John R.","contributorId":41832,"corporation":false,"usgs":true,"family":"Williams","given":"John R.","affiliations":[],"preferred":false,"id":239665,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Willey, Richard E.","contributorId":39381,"corporation":false,"usgs":true,"family":"Willey","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":239664,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tasker, Gary D.","contributorId":83097,"corporation":false,"usgs":true,"family":"Tasker","given":"Gary","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":239666,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":43535,"text":"ofr80733 - 1980 - Hydrology of the Lake Deaton and Lake Okahumpka area, Northeast Sumter County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:27","indexId":"ofr80733","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":"80-733","title":"Hydrology of the Lake Deaton and Lake Okahumpka area, Northeast Sumter County, Florida","docAbstract":"The Floridan aquifer in the Lake Deaton and Lake Okahumpka area is 50 to 130 feet below land surface. During the 16-year period 1963-78 lake evaporation exceeded rainfall by 0.4 inches. Drainage from Lake Deaton and its surrounding area goes into Chitty Chatty Creek and on the Hogeye Sink when the altitude of the potentiometric surface of the Floridan aquifer is low. During a higher altitude of the Floridan potentiometric surface, Hogeye Sink may discharge water; this water, along with the normal runoff, goes into Lake Okahumpka. Average lake fluctuation is 1.5 to 2.0 feet per year. Lake Deaton supports a large population of blue-green algae and Lake Okahumpka is choked with aquatic plants. The water quality of the two lakes differ, with Lake Deaton having a sodium chloride water and Lake Okahumpka having a calcium bicarbonate water. Analysis of water and bottom material samples showed that only cadmium and mercury exceeded the Florida Department of Environmental Regulation 's criteria for Class III waters; however, the amounts detected were at or slightly above the limits of the analytical method. (USGS)","language":"ENGLISH","doi":"10.3133/ofr80733","usgsCitation":"Simonds, E., and German, E.R., 1980, Hydrology of the Lake Deaton and Lake Okahumpka area, Northeast Sumter County, Florida: U.S. Geological Survey Open-File Report 80-733, 1 map :col. ;31 x 36 cm. on sheet 71 x 97 cm., https://doi.org/10.3133/ofr80733.","productDescription":"1 map :col. ;31 x 36 cm. on sheet 71 x 97 cm.","costCenters":[],"links":[{"id":172805,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81184,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0733/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd4c2","contributors":{"authors":[{"text":"Simonds, Edward P.","contributorId":24838,"corporation":false,"usgs":true,"family":"Simonds","given":"Edward P.","affiliations":[],"preferred":false,"id":228340,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"German, E. R.","contributorId":86315,"corporation":false,"usgs":true,"family":"German","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":228341,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}