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The model developed under this contract is a modified version of the deep well disposal model developed by INTERCOMP Resource Development and Engineering, Inc., for the U.S. Geological Survey (A model for calculating effects of liquid waste disposal in deep saline aquifers). The model is a finite-difference numerical solution of the partial differential equations describing (1) single phase fluid flow in aquifer, (2) energy transport by convection and conduction, and (3) contaminant transport dissolved in the fluid by convection and dispersion. Both the energy and the contaminant transports include molecular diffusion and hydrodynamic dispersion.

The objective of the contract was to modify the original version of the model for more general applications. Some of the major features are as follows:
(1) Fluid density is permitted to be a function of fluid pressure, temperature and contaminant concentration, the viscosity can be described as a function of pressure and temperature.
(2) Aquifer heterogeneities in the hydrological properties can be described on a numerical grid block basis.
(3) Free water surface is permitted to exist in the aquifer for shallow ground water applications.
(4) Contaminant may absorb on rock surface or decay according to a first order reaction. The absorption is described by a linear adsorption isotherm function of rock type in the aquifer.
(5) The model is extremely flexible in providing a wide choice of boundary conditions. These include natural flow in the aquifer, aquifer influence functions around the perimeter of the grid in recognition that the gridded region does not have no-flow boundaries, heat losses into the overlying impermeable strata, and the wellbore heat and pressure drop calculations coupled to the aquifer flow equations.
(6) The model offers the option of selecting as iterative or direct solution technique, and selecting central or backward finite-difference approximations in both time and space.
(7) Virtually any aquifer can be modeled by proper grid block description in three dimensions. In addition, the model is fully transient. The major limitation of the model arises using second-order correct (central-difference) finite-difference approximation in space. To avoid numerical oscillations in the solution, the user must restrict grid block and time step sizes depending upon the magnitude of the dispersivity.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7996","usgsCitation":"INTERA Environmental Consultants, I., 1979, Revision of the documentation for a model for calculating effects of liquid waste disposal in deep saline aquifers: U.S. Geological Survey Water-Resources Investigations Report 79-96, ii, 73 p., https://doi.org/10.3133/wri7996.","productDescription":"ii, 73 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":158703,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7996.jpg"},{"id":310301,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0096/report.pdf","size":"21.76 MB","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602a4e","contributors":{"authors":[{"text":"INTERA Environmental Consultants, Inc.","contributorId":20365,"corporation":false,"usgs":true,"family":"INTERA Environmental Consultants","given":"Inc.","email":"","affiliations":[],"preferred":false,"id":198760,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30392,"text":"wri79105 - 1979 - Hydrologic and related data for water-supply planning in an intensive-study area, northeastern Wichita County, Kansas","interactions":[],"lastModifiedDate":"2017-12-06T14:03:59","indexId":"wri79105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-105","title":"Hydrologic and related data for water-supply planning in an intensive-study area, northeastern Wichita County, Kansas","docAbstract":"

Data are presented that result from an intensive geohydrologic study for water-supply planning in a 12-square-mile area in northeastern Wichita County, Kansas. These data include records of wells, test drilling, chemical analyses, ground-water levels, rainfall, soilmoisture, well yield, solar radiation, crop yield, and crop acreage. Data indicate that water levels in the unconsolidated aquifer are declining at an average annual rate of about 1 to 2 feet per year (1950-78). This decline is the aquifer's response to pumping by irrigation wells for watering corn, wheat, grain sorghum, and other crops.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri79105","usgsCitation":"Kume, J., Dunlap, L.E., Gutentag, E., and Thomas, J., 1979, Hydrologic and related data for water-supply planning in an intensive-study area, northeastern Wichita County, Kansas: U.S. Geological Survey Water-Resources Investigations Report 79-105, iv, 51 p., https://doi.org/10.3133/wri79105.","productDescription":"iv, 51 p.","numberOfPages":"59","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":160599,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0105/report-thumb.jpg"},{"id":349813,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-101.485,38.7002],[-101.1293,38.7001],[-101.1254,38.264],[-101.5405,38.2631],[-101.5669,38.2633],[-101.5694,38.7004],[-101.485,38.7002]]]},\"properties\":{\"name\":\"Wichita\",\"state\":\"KS\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6117c1","contributors":{"authors":[{"text":"Kume, Jack","contributorId":100843,"corporation":false,"usgs":true,"family":"Kume","given":"Jack","email":"","affiliations":[],"preferred":false,"id":203176,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dunlap, L. E.","contributorId":45685,"corporation":false,"usgs":true,"family":"Dunlap","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203173,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gutentag, E. D.","contributorId":70015,"corporation":false,"usgs":true,"family":"Gutentag","given":"E. D.","affiliations":[],"preferred":false,"id":203175,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thomas, J.G.","contributorId":55868,"corporation":false,"usgs":true,"family":"Thomas","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":203174,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":23046,"text":"ofr78556D - 1979 - Drainage areas of surface water bodies of southern Maine coastal river basins","interactions":[{"subject":{"id":23046,"text":"ofr78556D - 1979 - Drainage areas of surface water bodies of southern Maine coastal river basins","indexId":"ofr78556D","publicationYear":"1979","noYear":false,"chapter":"D","title":"Drainage areas of surface water bodies of southern Maine coastal river basins"},"predicate":"IS_PART_OF","object":{"id":7104,"text":"ofr78556 - 1978 - Drainage areas in Maine","indexId":"ofr78556","publicationYear":"1978","noYear":false,"title":"Drainage areas in Maine"},"id":1}],"isPartOf":{"id":7104,"text":"ofr78556 - 1978 - Drainage areas in Maine","indexId":"ofr78556","publicationYear":"1978","noYear":false,"title":"Drainage areas in Maine"},"lastModifiedDate":"2026-03-06T17:31:06.362869","indexId":"ofr78556D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"78-556","chapter":"D","title":"Drainage areas of surface water bodies of southern Maine coastal river basins","docAbstract":"

The report contains drainage-area values for: lakes and ponds included in the Maine Informational Display Analysis System (MIDAS) File 906-Z, streams that drain areas greater than 25 mil2, dams, and locations where hydrologic data are collected. Supplemental information includes State and Federal location systems used to identify these lakes and stream sites.

","language":"English","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr78556D","collaboration":"Prepared in cooperation with the Maine Department of Environmental Protection","usgsCitation":"Fontaine, R.A., 1979, Drainage areas of surface water bodies of southern Maine coastal river basins: U.S. Geological Survey Open-File Report 78-556, v, 23 p., https://doi.org/10.3133/ofr78556D.","productDescription":"v, 23 p.","costCenters":[],"links":[{"id":156410,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0556-d/report-thumb.jpg"},{"id":430924,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0556-d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Maine","otherGeospatial":"southern Maine coastal river basins","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -70.98803591566755,\n 44.012500974934795\n ],\n [\n -70.98803591566755,\n 43.10514349722354\n ],\n [\n -70.1862776504574,\n 43.10514349722354\n ],\n [\n -70.1862776504574,\n 44.012500974934795\n ],\n [\n -70.98803591566755,\n 44.012500974934795\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635eec","contributors":{"authors":[{"text":"Fontaine, Richard A. rfontain@usgs.gov","contributorId":2379,"corporation":false,"usgs":true,"family":"Fontaine","given":"Richard","email":"rfontain@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":189345,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28463,"text":"wri78125 - 1979 - Hydrologic data from urban watersheds in the Tampa Bay area, Florida","interactions":[],"lastModifiedDate":"2019-08-05T09:46:54","indexId":"wri78125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-125","title":"Hydrologic data from urban watersheds in the Tampa Bay area, Florida","docAbstract":"Hydrologic data are being collected in 10 urbanized watersheds located in the Tampa Bay area, Florida. The gaged watersheds have impervious areas that range from 19 percent for a residential watershed in north Tampa to nearly 100 percent for a downtown Tampa watershed. Land-use types, including roads, residential, commercial, industrial, institutional, recreational , and open space, have been determined for each watershed. Rainfall and storm runoff data collected since 1971 for one site and since 1975 for six other sites through September 1976, have been processed. These data are recorded at 5-minute intervals and are stored in the U. S. Geological Survey WATSTORE unit values file. Daily rainfall at 12 sites and daily pan evaporation at one site have been stored in the WATSTORE daily values file. Chemical and biological analyses of storm runoff for six sites, base flow for seven sites, and analyses of bottom material for seven sites are also stored in the WATSTORE water-quality files. Rainfall and storm runoff for selected storms, daily rainfall, and daily pan-evaporation data are summarized in this report. Water-quality analyses of all water-quality samples also are listed. (Woodard-USGS).","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78125","usgsCitation":"Lopez, M., and Michaelis, D., 1979, Hydrologic data from urban watersheds in the Tampa Bay area, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-125, v, 51 p. , https://doi.org/10.3133/wri78125.","productDescription":"v, 51 p. ","costCenters":[],"links":[{"id":366182,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0125/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159306,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0125/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Tampa Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.7435302734375,\n 27.566721430409707\n ],\n [\n -82.3699951171875,\n 27.566721430409707\n ],\n [\n -82.3699951171875,\n 28.04289477256162\n ],\n [\n -82.7435302734375,\n 28.04289477256162\n ],\n [\n -82.7435302734375,\n 27.566721430409707\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db6076c2","contributors":{"authors":[{"text":"Lopez, Miguel A.","contributorId":32202,"corporation":false,"usgs":true,"family":"Lopez","given":"Miguel A.","affiliations":[],"preferred":false,"id":199844,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Michaelis, D.M.","contributorId":44896,"corporation":false,"usgs":true,"family":"Michaelis","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":199845,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38700,"text":"pp813N - 1979 - Summary appraisals of the nation's ground-water resources – Lower Mississippi region","interactions":[],"lastModifiedDate":"2021-12-14T21:51:09.30903","indexId":"pp813N","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"813","chapter":"N","title":"Summary appraisals of the nation's ground-water resources – Lower Mississippi region","docAbstract":"

The Lower Mississippi Region comprises an area of 102,400 square miles (265,200 square kilometers). Almost all this area is in the physiographic province known as the Gulf Coastal Plain. Three small areas on the northwest boundary of the region are in the Interior Highlands.

\n

The Lower Mississippi Region has an abundance of ground water. The geologic structure in that part of the region within the Coastal Plain is an elongated trough which has been filled with permeable materials, resulting in vast subsurface reservoirs. Except in local areas where continued large withdrawals have caused significant water-level declines, these reservoirs are full.

\n

Recharge to the region's aquifers is primarily from rainfall. Annual rainfall in most of the region is well distributed throughout the year and is sufficient to satisfy evapotranspiration requirements and still provide recharge to the aquifers.

\n

An estimated 844 billion cubic feet (24 billion cubic meters) of fresh ground water is available for withdrawal annually in the region. Only about one-third of this quantity is being utilized. Therefore, on this basis alone, the region still has much potential for ground-water development.

\n

The Coastal Plain aquifers within the Lower Mississippi Region contain large reserves of saltwater in the downdip limits of the aquifers. The quantity of saltwater in the region is several times that of freshwater. As desalinization techniques are developed and as more uses are found for saltwater, this reserve could become an important source of water for the region.

\n

At present (1976), the most productive and potentially productive aquifers or aquifer systems in the region are the Mississippi River valley alluvial aquifer of Quaternary age and the Sparta Sand and the Memphis aquifer (Memphis Sand in Tennessee) of Tertiary age. The Sparta Sand and the Memphis aquifer are heavily utilized and have shown significant water-level declines. However, selected well hydrographs indicate that water levels may be stabilizing under present pumping conditions. The Mississippi River valley alluvial aquifer is the most extensive high-yielding aquifer in the region; yields of several thousand gallons per minute may be obtained at depths of less than 200 feet (61 meters).

\n

To obtain maximum benefit from the vast quantities of ground water in the region, adequate attention must be given to the effects of proposed development upon the ground-water regime. Knowledge of the geologic structure and hydraulic properties of the aquifer systems is essential to an evaluation of the effects of such development. Some studies have been made in sufficient detail to provide this knowledge, but additional studies are needed.

\n

Activities that could cause significant changes in the groundwater regime should be undertaken only after all available information has been considered. Failure to seek out and use such information may result in inefficient development of the groundwater resource and, in some instances, degradation of the quality of the resource.

\n

Some changes always result from ground-water development. The possible changes can be grouped into three categories: hydraulic, water quality, and those affecting the physical framework of the aquifers. Generally, they are small in magnitude and areal extent. Because these changes occur below the ground surface, they are unknown to the ground-water user unless they noticeably affect the quantity or quality of water produced or cause obvious physical effects, such as land subsidence.

\n

Great advances have been made in hydrologic technology in recent years. Predictive models have been developed that make it possible for the hydroiogist to simulate aquifer responses to proposed development or other stresses. These models would be invaluable tools in progressive water-resources planning and management.

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Ground-water levels in most wells did not change significantly from 1974 to 1977 in the Stovepipe Wells Hotel area. The average water-level decline was less than 0.10 foot between August 1974 and August 1977 in 10 observation wells. Water-level contours show a depression centered on the two pumping wells, but this depression existed before the National Park Service started pumping its well.

The chemical quality of the ground water is poor. Dissolved-solids concentrations in water samples ranged from 2,730 to 6,490 milligrams per liter. Analyses of water samples from two wells showed large changes in some constituents from 1976 to 1977. Water-quality monitoring will continue at these sites to verify the changes.

Streamflow in Salt Creek has been monitored since February 1974. Base flow is seasonal, being 0.10 to 0.20 cubic foot per second during the summer and as much as three times that amount during the winter. Two chemical analyses of water from Salt Creek, representing summer and winter flow conditions, show large differences for many constituents.

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Alabama","interactions":[],"lastModifiedDate":"2013-12-03T10:24:52","indexId":"ha609","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"609","title":"Backwater at bridges and densely wooded flood plains, Poley Creek near Sanford, Alabama","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha609","usgsCitation":"Ming, C.O., Colson, B., and Arcement, G.J., 1979, Backwater at bridges and densely wooded flood plains, Poley Creek near Sanford, Alabama: U.S. Geological Survey Hydrologic Atlas 609, Plate 1: 28.63 inches x 36.04 inches; Plate 2: 46.16 inches x 36.25 inches; Plate 3: 46.53 inches x 35.91 inches; Plate 4: 46.81 inches x 36.48 inches, https://doi.org/10.3133/ha609.","productDescription":"Plate 1: 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O.","contributorId":9266,"corporation":false,"usgs":true,"family":"Ming","given":"C.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":277745,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":277746,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Arcement, George J. garcemen@usgs.gov","contributorId":3101,"corporation":false,"usgs":true,"family":"Arcement","given":"George","email":"garcemen@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":277744,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":47644,"text":"wri7937 - 1979 - Instrumentation of urban hydrology monitoring sites in southeast Florida","interactions":[],"lastModifiedDate":"2019-07-26T16:01:27","indexId":"wri7937","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-37","title":"Instrumentation of urban hydrology monitoring sites in southeast Florida","docAbstract":"An instrumentation system developed and built in laboratories of the U.S. Geological Survey, Reston, Va., has been used since 1974 to collect synchronized rainfall, runoff, and water-quality data from urban basins. A number of field modifications were made to adapt the system to local hydrologic conditions and for collection of data on about 350 rainstorms at four sites in south Florida. The instrumentation system measures rainfall at three sites, records two pressure or water-level readings for flow computations, and collects and refrigerates up to 24 water samples and rainfall-quality samples. Rainfall and runoff data are recorded every 36 seconds on a six-channel analog recorder so that all variables are time-synchronous. Flow in the storm sewer is computed from pressure measurements in a U-shaped venturi-type constriction or, when the constriction is not used, from water levels. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7937","usgsCitation":"Hardee, J., 1979, Instrumentation of urban hydrology monitoring sites in southeast Florida: U.S. Geological Survey Water-Resources Investigations Report 79-37, iv, 38 p., https://doi.org/10.3133/wri7937.","productDescription":"iv, 38 p.","costCenters":[],"links":[{"id":366019,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0037/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169424,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0037/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.74951171875,\n 25.18505888358067\n ],\n [\n -79.95849609375,\n 25.18505888358067\n ],\n [\n -79.95849609375,\n 27.741884632507087\n ],\n [\n -80.74951171875,\n 27.741884632507087\n ],\n [\n -80.74951171875,\n 25.18505888358067\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3e85","contributors":{"authors":[{"text":"Hardee, Jack","contributorId":99554,"corporation":false,"usgs":true,"family":"Hardee","given":"Jack","email":"","affiliations":[],"preferred":false,"id":235947,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":45940,"text":"ofr79521 - 1979 - Hydrologic overlay maps of the Tropic Quadrangle, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:57","indexId":"ofr79521","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-521","title":"Hydrologic overlay maps of the Tropic Quadrangle, Florida","language":"ENGLISH","doi":"10.3133/ofr79521","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Tropic Quadrangle, Florida: U.S. Geological Survey Open-File Report 79-521, 5 maps ;80 x 55 cm., https://doi.org/10.3133/ofr79521.","productDescription":"5 maps ;80 x 55 cm.","costCenters":[],"links":[{"id":167999,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606533","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":232346,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":232345,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":19478,"text":"ofr79332 - 1979 - Ground-water data for Michigan, 1977","interactions":[],"lastModifiedDate":"2017-07-12T10:54:56","indexId":"ofr79332","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-332","title":"Ground-water data for Michigan, 1977","docAbstract":"

The purpose of this report is to make available the 1977 records of water levels and related data for the principal aquifers of the State. These records and data provide a means for evaluating available ground-water supplies. Long- term records serve as a framework to which short-term records may be related. Also, water levels in areas of heavy pumping may be compared to levels in areas of little or no pumping.

This report is written for municipalities, industries, institutions, consultants, drillers, hydrologists, and other people interested in the groundwater resources of the State.

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\"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cf6d","contributors":{"authors":[{"text":"Huffman, G.C.","contributorId":44150,"corporation":false,"usgs":true,"family":"Huffman","given":"G.C.","email":"","affiliations":[],"preferred":false,"id":180979,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19362,"text":"ofr79523 - 1979 - Progress report to the Arkansas State Highway and Transportation Commission for year ending September 30, 1978","interactions":[],"lastModifiedDate":"2022-10-17T20:37:57.470686","indexId":"ofr79523","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-523","title":"Progress report to the Arkansas State Highway and Transportation Commission for year ending September 30, 1978","docAbstract":"

The economic design of bridges and culverts requires a knowledge of the magnitude and frequency of floods for all size drainage basins. In addition, an analysis of the hydrologic and hydraulic characteristics at specific sites where unusual circumstances exist is a prerequisite to design.

The Arkansas State Highway and Transportation Commission and the U.S. Geological Survey have a mutual interest in flood-frequency and open-channel hydraulics and are therefore cooperating in a program to provide information necessary to meet their objectives.

This report is a summary of the accomplishments of the cooperative program. Included are plans for future work and a brief description of related water-resources programs of the Geological Survey in Arkansas.

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Spokane, Washington 1977-78","docAbstract":"This report presents the ground-water data collected from March 1977 to May 1978 in the Spokane Valley, Spokane, Washington, for the purpose of developing a computer simulation of flow and mass transport in the Spokane aquifer. Data collected include an inventory of wells and springs, water-level data, and chemical analyses of water from selected wells and springs. (Kosco-USGS)","language":"ENGLISH","doi":"10.3133/ofr79333","usgsCitation":"Bolke, E., and Vaccaro, J., 1979, Selected hydrologic data for Spokane Valley, Spokane, Washington 1977-78: U.S. Geological Survey Open-File Report 79-333, 126 p. : fold. map (in pocket) ; 27-28 x 38 cm., https://doi.org/10.3133/ofr79333.","productDescription":"126 p. : fold. map (in pocket) ; 27-28 x 38 cm.","costCenters":[],"links":[{"id":169924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a1ef","contributors":{"authors":[{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":237457,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vaccaro, J.V.","contributorId":105787,"corporation":false,"usgs":true,"family":"Vaccaro","given":"J.V.","email":"","affiliations":[],"preferred":false,"id":237458,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29551,"text":"wri78118 - 1979 - Ground-water conditions and potential for artificial recharge in Lucerne Valley, San Bernardino County, California","interactions":[],"lastModifiedDate":"2017-07-11T10:50:55","indexId":"wri78118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-118","title":"Ground-water conditions and potential for artificial recharge in Lucerne Valley, San Bernardino County, California","docAbstract":"

The water level in two areas of Lucerne Valley has declined more than 100 feet since 1917, including 60 feet from 1954 to 1976. These declines are the result of pumping for the irrigation of alfalfa. The lowering of water levels has caused many shallow domestic wells to go dry.

Well yields in the valley generally are between 10 and 1,000 gallons per minute. About 240,000 acre-feet of ground water was extracted between 1950 and 1976. About 1,750,000 acre-feet remains in storage.

Water of poor quality underlies the valley around Lucerne Lake. There was no definable movement of this water from 1954 to 1976, but the possibility exists for future movement toward centers of pumping.

Lucerne Valley may be hydrologically suitable for artificial-recharge operations. Preliminary data suggest an area in T. 4 N., R. 1 E. as suitable for artificial recharge that would benefit most of the areas affected by the water-level declines. Detailed investigation is needed before recharge operations are begun.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78118","collaboration":"Prepared in cooperation with the Mohave Water Agency","usgsCitation":"Schaefer, D.H., 1979, Ground-water conditions and potential for artificial recharge in Lucerne Valley, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 78-118, iv, 37 p., https://doi.org/10.3133/wri78118.","productDescription":"iv, 37 p.","numberOfPages":"48","costCenters":[],"links":[{"id":343482,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0118/wri78118.pdf","text":"Report","size":"3 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 78-118"},{"id":159953,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0118/coverthb.jpg"}],"country":"United States","state":"California","county":"San Bernardino County","otherGeospatial":"Lucerne 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Bernardino\",\"state\":\"CA\"}}]}","tableOfContents":"","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d31e","contributors":{"authors":[{"text":"Schaefer, Donald H.","contributorId":77507,"corporation":false,"usgs":true,"family":"Schaefer","given":"Donald","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201705,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48423,"text":"ofr79417 - 1979 - Suspended- and bedload-sediment transport in the Snake and Clearwater rivers in the vicinity of Lewiston, Idaho, August 1976 through July 1978","interactions":[],"lastModifiedDate":"2014-06-18T10:51:50","indexId":"ofr79417","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-417","title":"Suspended- and bedload-sediment transport in the Snake and Clearwater rivers in the vicinity of Lewiston, Idaho, August 1976 through July 1978","docAbstract":"

Impoundment of water in the Snake River and Clearwater River arms behind Lower Granite Dam (see cover map) began in June 1975. At this time, Lower Granite Reservoir and Lock facilities, constructed by the USACE (U.S. Army Corps of Engineers), Walla Walla District, became operational. Construction and operation of this facility necessitated collection of hydrologic data that did not exist prior to construction. The USACE requested the USGS (U.S. Geological Survey) to collect hydraulic- and channel-geometry data and describe sediment-transport characteristics, beginning in the spring of 1972.

\n
\n

This report summarizes information collected during August 1976 through July 1978 and is the fifth in a series of reports designed to release hydrologic data on a timely basis. Although some of the data were collected during the late summer and fall periods (August through December) of 1976 and 1977, most were collected during the spring runoff periods of 1977 and 1978. Therefore, for convenience, data contained in this report will be referred to as the 1977-78 data. Because this is primarily a basic-data report, no interpretation of the data is provided.

\n
\n

This report presents tables of selected data collected and computations compiled since the 1976 report (Seitz, 1976). Most of the tabular data are also presented on graphs. Some of the graphs show plots of data since 1972~ others show plots of only the 1977-78 data.

\n
\n

Relatively minor amounts of bedload were transported during the 1977 drought period. Therefore, regular scheduled sampling of the bedload was impractical. Only two bedload samples were collected from the Clearwater River in 1977. The resultant data are included in tables 10, 12, and 14, and figure 6. All bedload data in this report should be considered tentative, pending completion of sampler-calibration studies and possible adjustment of the data to\ncorrect for sampler efficiency.

\n
\n

An analysis of the middle Snake River streamflow record was made during 1977. The streamflow rating for the Snake River near Anatone, Washington, gage was found to be in error at high stages. The streamflow record for water years 1974 and 1975 was revised and published with 1976 water-year data (Water Resources Data for Idaho, Water Year 1976). The revised Snake River near Anatone streamflow rating was used to recompute the sediment-discharge rating curve (fig. 3).

\n
\n

This study program is funded by the USACE through a cooperative agreement with the USGS. All field work, laboratory analysis, and compilation of data are being conducted by the USGS.

\n
\n

Data collection is scheduled to terminate at the end of the 1979 runoff season. A reanalysis of all data collected since the start of the program will correct all provisional records since 1972, including the 1974, 1975, and 1976 years for the Snake River near Anatone station.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boise, ID","doi":"10.3133/ofr79417","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers, Walla Walla District","usgsCitation":"Jones, M., and Seitz, H.R., 1979, Suspended- and bedload-sediment transport in the Snake and Clearwater rivers in the vicinity of Lewiston, Idaho, August 1976 through July 1978: U.S. Geological Survey Open-File Report 79-417, 87 p., https://doi.org/10.3133/ofr79417.","productDescription":"87 p.","numberOfPages":"89","temporalStart":"1976-08-01","temporalEnd":"1978-07-31","costCenters":[],"links":[{"id":288787,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288786,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0417/report.pdf"}],"country":"United States","state":"Idaho","city":"Lewiston","otherGeospatial":"Clearwater River;Snake River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -118.0434,45.6946 ], [ -118.0434,49.0011 ], [ -114.279,49.0011 ], [ -114.279,45.6946 ], [ -118.0434,45.6946 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687fe3","contributors":{"authors":[{"text":"Jones, Michael L.","contributorId":7219,"corporation":false,"usgs":false,"family":"Jones","given":"Michael L.","affiliations":[{"id":6590,"text":"Department of Fisheries and Wildlife, Michigan State University","active":true,"usgs":false}],"preferred":false,"id":237507,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seitz, Harold R.","contributorId":61814,"corporation":false,"usgs":true,"family":"Seitz","given":"Harold","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":237508,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68292,"text":"ha585 - 1979 - Geohydrology of the Cheyenne River Indian Reservation, South Dakota","interactions":[],"lastModifiedDate":"2022-04-13T19:14:52.300077","indexId":"ha585","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"585","title":"Geohydrology of the Cheyenne River Indian Reservation, South Dakota","docAbstract":"

Effective improvement of economic and social conditions of Indians living on the Cheyenne River Indian Reservation has been hampered by lack of adequate and reliable information about the quantity and quality of water supplies available for development.  Compounding the problem is the recent fillinf of Oahe Reservoir, which flooded about 105,00 acres of Indian land, and the consequent relocation of many residents.  This report summarizes the results of a water-resources study made at the request of the U.S. Bureau of Indian Affairs.  It is intended to provide some of the needed information on water supplies that could be used to alleviate the problems mentioned.

\n

The cooperation and courtesy extended by many farmers, ranchers, and residents of the area contributed greatly to the success of the study.  Special thanks are due to Mr. John Wall, U.S. Public Health Service, Eagle Butte, and to the personnel of the Land Operations and Conservation Unites of the U.S. Bureau of Indian Affairs, Eagle Butte.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/ha585","usgsCitation":"Howells, L.W., 1979, Geohydrology of the Cheyenne River Indian Reservation, South Dakota: U.S. Geological Survey Hydrologic Atlas 585, 3 Plates: 46.78 x 47.70 inches or smaller, https://doi.org/10.3133/ha585.","productDescription":"3 Plates: 46.78 x 47.70 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":186551,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89713,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/585/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89714,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/585/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89715,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/585/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398659,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15977.htm"}],"scale":"235000","country":"United States","state":"South Dakota","otherGeospatial":"Cheyenne River Indian Reservation","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -102,\n 44.52\n ],\n [\n -102,\n 45.47\n ],\n [\n -100.266,\n 45.47\n ],\n [\n -100.266,\n 44.52\n ],\n [\n -102,\n 44.52\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89ce","contributors":{"authors":[{"text":"Howells, Lewis W.","contributorId":17600,"corporation":false,"usgs":true,"family":"Howells","given":"Lewis","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277976,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":45933,"text":"ofr79520 - 1979 - Hydrologic overlay map of the Melbourne West Quadrangle, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:58","indexId":"ofr79520","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-520","title":"Hydrologic overlay map of the Melbourne West Quadrangle, Florida","language":"ENGLISH","doi":"10.3133/ofr79520","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay map of the Melbourne West Quadrangle, Florida: U.S. Geological Survey Open-File Report 79-520, 7 maps ;80 x 56 cm., https://doi.org/10.3133/ofr79520.","productDescription":"7 maps ;80 x 56 cm.","costCenters":[],"links":[{"id":168627,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db60651c","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":232326,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":232325,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43593,"text":"ofr79501 - 1979 - Hydrologic overlay maps of the Sebastian quadrangle, Florida","interactions":[],"lastModifiedDate":"2022-04-18T19:41:18.92353","indexId":"ofr79501","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-501","title":"Hydrologic overlay maps of the Sebastian quadrangle, Florida","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79501","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Sebastian quadrangle, Florida: U.S. Geological Survey Open-File Report 79-501, 5 Plates: 23.77 x 36.35 inches or smaller, https://doi.org/10.3133/ofr79501.","productDescription":"5 Plates: 23.77 x 36.35 inches or smaller","costCenters":[],"links":[{"id":398993,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0501/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398992,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0501/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398991,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0501/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398990,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0501/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398989,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0501/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397125,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_29158.htm"},{"id":168551,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0501/report-thumb.jpg"}],"scale":"24000","country":"United States","state":"Florida","otherGeospatial":"Sebastian quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.5,\n 27.75\n ],\n [\n -80.375,\n 27.75\n ],\n [\n -80.375,\n 27.875\n ],\n [\n -80.5,\n 27.875\n ],\n [\n -80.5,\n 27.75\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605722","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228428,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":45932,"text":"ofr79519 - 1979 - Hydrologic overlay maps of the Melbourne East Quadrangle, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:58","indexId":"ofr79519","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-519","title":"Hydrologic overlay maps of the Melbourne East Quadrangle, Florida","language":"ENGLISH","doi":"10.3133/ofr79519","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1979, Hydrologic overlay maps of the Melbourne East Quadrangle, Florida: U.S. Geological Survey Open-File Report 79-519, 7 maps ;80 x 56 cm., https://doi.org/10.3133/ofr79519.","productDescription":"7 maps ;80 x 56 cm.","costCenters":[],"links":[{"id":168626,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606471","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":232324,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":232323,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48444,"text":"ofr791169 - 1979 - Records of selected wells, springs, and test holes, in the Royal, upper Presumpscot, and upper Saco River basins in Maine","interactions":[],"lastModifiedDate":"2024-01-08T16:32:53.253997","indexId":"ofr791169","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1169","title":"Records of selected wells, springs, and test holes, in the Royal, upper Presumpscot, and upper Saco River basins in Maine","docAbstract":"

The area discussed in this report includes about 1200 square miles in southwestern Maine. Location of the area is shown on the cover, and a sketch map identifying the topographic quadrangles for the study area is given in figure 1. The northern boundary of the area is the divide between the Androscoggin River drainage basin on the north and the Saco, Presumpscot, and Royal River drainage basins on the south. The western boundary is the Maine-New Hampshire State line, and the southwestern boundary is the Little Ossipee River. The southeastern boundary is the mid-latitude of the Gray and Freeport 15-minute topographic quadrangles. The greatest part of the area is in Cumberland and Oxford Counties, a smaller area is in York County, and a small fraction is in Androscoggin County. Included are parts or all of 15 towns in Cumberland County, 15 towns in Oxford County, 5 towns in York County, and 2 towns in Androscoggin County.

The report contains geologic and hydrologic data collected as part of an investigation of the surficial geology and ground-water resources made by the U.S. Geological Survey in cooperation with the Maine Public Utilities Commission. These data are made available for use in planning the development of natural resources. An interpretive report containing maps of surficial geology and ground-water availability and related geologic and hydrologic information will be published in the Survey's Water-Resources Investigations series.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791169","collaboration":"Prepared in cooperation with the State of Maine Public Utilities Commission","usgsCitation":"Prescott, G.C., 1979, Records of selected wells, springs, and test holes, in the Royal, upper Presumpscot, and upper Saco River basins in Maine: U.S. Geological Survey Open-File Report 79-1169, v, 53 p., https://doi.org/10.3133/ofr791169.","productDescription":"v, 53 p.","costCenters":[],"links":[{"id":162922,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Maine","otherGeospatial":"southwestern Maine","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -71.01304724776597,\n 44.2743141379263\n ],\n [\n -71.01304724776597,\n 43.53371667342708\n ],\n [\n -69.99066304864783,\n 43.53371667342708\n ],\n [\n -69.99066304864783,\n 44.2743141379263\n ],\n [\n -71.01304724776597,\n 44.2743141379263\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db6357a4","contributors":{"authors":[{"text":"Prescott, Glenn C. Jr.","contributorId":85237,"corporation":false,"usgs":true,"family":"Prescott","given":"Glenn","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":237540,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":17450,"text":"ofr791479 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for West Fork Blue River, Washington County, Indiana","interactions":[],"lastModifiedDate":"2024-06-26T19:20:36.705889","indexId":"ofr791479","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1479","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for West Fork Blue River, Washington County, Indiana","docAbstract":"

The Indiana State Board of Health is developing a water-quality management plan that includes establishing limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in West Fork Blue River was used to predict alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.

Alternative waste loads that would permit instream dissolved-oxygen concentrations of at least 5.0 milligrams per liter for West Fork Blue River in Washington County, Ind., were determined. All point-source waste loads that potentially impact West Fork Blue River are in the town of Salem. The Salem municipal wastewater-treatment facility is the only facility in the modeled reach that has a National Pollution Discharge Elimination System permit to discharge organic waste.

In-stream dissolved-oxygen concentration averaged 96.5 percent of saturation at selected sites on West Fork Blue River during two 24-hour summer surveys. This high dissolved-oxygen concentration reflects small carbonaceous and nitrogenous waste loads, adequate dilution of waste by the stream, and natural reaeration. Nonpoint source waste loads accounted for an average of 53.2 percent of the total carbonaceous biochemical-oxygen demand and 90.2 percent of the nitrogenous biochemical-oxygen demand.

Waste-load assimilation was studied for both summer and annual 7-day, 10-year low flow. Natural streamflow for these conditions was zero, so no benefit from dilution was provided. The projected reaeration capacity of the stream was not sufficient to maintain at least 5 milligrams per liter dissolved oxygen in the stream with current waste-discharge restrictions. Consequently, during low flows, advanced waste treatment (nitrification-denitrification) or some other form of ammonia removal may be necessary to meet current Indiana stream water-quality standards for ammonia and dissolved oxygen. During winter low flow, ammonia toxicity, rather than dissolved-oxygen concentration, was the limiting water-quality criterion downstream from the Salem wastewater-treatment facility.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791479","collaboration":"Prepared in cooperation with the Indiana State Board of Health","usgsCitation":"Peters, J.G., Wilber, W.G., Crawford, C.G., and Girardi, F.P., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for West Fork Blue River, Washington County, Indiana: U.S. Geological Survey Open-File Report 79-1479, vi, 47 p., https://doi.org/10.3133/ofr791479.","productDescription":"vi, 47 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":150460,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1479/report-thumb.jpg"},{"id":430539,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1479/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.2752,38.7642],[-86.271,38.766],[-86.2633,38.7655],[-86.2627,38.7696],[-86.2562,38.7718],[-86.2545,38.7678],[-86.2492,38.7677],[-86.2427,38.7655],[-86.2368,38.7677],[-86.2356,38.7695],[-86.2255,38.7786],[-86.2214,38.7777],[-86.2208,38.7727],[-86.2185,38.7713],[-86.2149,38.7722],[-86.2149,38.7776],[-86.2131,38.7794],[-86.2084,38.7785],[-86.2054,38.7799],[-86.2037,38.7826],[-86.1978,38.7817],[-86.1972,38.7781],[-86.1948,38.7771],[-86.1883,38.7767],[-86.1872,38.778],[-86.1871,38.7817],[-86.1836,38.7826],[-86.1806,38.7812],[-86.1789,38.7762],[-86.1742,38.773],[-86.1677,38.7725],[-86.1647,38.7752],[-86.1553,38.7698],[-86.1429,38.7661],[-86.1353,38.7625],[-86.1252,38.7638],[-86.117,38.767],[-86.1069,38.7669],[-86.1034,38.7651],[-86.0993,38.7683],[-86.101,38.7737],[-86.0992,38.7791],[-86.0974,38.7818],[-86.0921,38.7836],[-86.0797,38.78],[-86.0727,38.7741],[-86.0685,38.7777],[-86.062,38.7786],[-86.0497,38.7704],[-86.0438,38.7622],[-86.0409,38.7613],[-86.032,38.7612],[-86.0267,38.7612],[-86.0225,38.7671],[-86.0202,38.7671],[-86.0155,38.7657],[-86.0179,38.7612],[-86.0167,38.758],[-86.0149,38.7566],[-86.0096,38.7566],[-86.0043,38.7611],[-86.0002,38.7602],[-85.9924,38.7674],[-85.9854,38.7651],[-85.9854,38.7579],[-85.9807,38.7592],[-85.9796,38.7533],[-85.9766,38.7524],[-85.9683,38.7551],[-85.9671,38.7601],[-85.9612,38.7641],[-85.9583,38.7614],[-85.95,38.7609],[-85.9524,38.7586],[-85.9506,38.7536],[-85.9465,38.7541],[-85.9453,38.7559],[-85.9459,38.7586],[-85.937,38.7626],[-85.9376,38.7577],[-85.9353,38.7549],[-85.927,38.7562],[-85.9288,38.7517],[-85.9194,38.7499],[-85.9194,38.7535],[-85.9164,38.7544],[-85.9105,38.753],[-85.9088,38.7507],[-85.9058,38.753],[-85.9034,38.7516],[-85.9005,38.7539],[-85.8964,38.7502],[-85.8988,38.7475],[-85.897,38.7439],[-85.9006,38.7434],[-85.9006,38.7421],[-85.8959,38.7384],[-85.8918,38.7361],[-85.8888,38.7343],[-85.8855,38.5761],[-85.849,38.5764],[-85.8479,38.5632],[-85.8474,38.5474],[-85.8669,38.547],[-85.8665,38.518],[-85.8848,38.5186],[-85.8849,38.5032],[-85.956,38.5026],[-85.9561,38.489],[-85.9938,38.4887],[-85.9948,38.4184],[-86.0324,38.4177],[-86.2544,38.4224],[-86.3091,38.4225],[-86.3084,38.6876],[-86.3106,38.733],[-86.3024,38.7357],[-86.2994,38.7343],[-86.2906,38.7356],[-86.2905,38.7447],[-86.2882,38.7474],[-86.2876,38.7533],[-86.2822,38.7601],[-86.2799,38.7628],[-86.2752,38.7642]]]},\"properties\":{\"name\":\"Washington\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b13db","contributors":{"authors":[{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":176429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilber, William G. wgwilber@usgs.gov","contributorId":297,"corporation":false,"usgs":true,"family":"Wilber","given":"William","email":"wgwilber@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":176431,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":176428,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Girardi, Frank P.","contributorId":86792,"corporation":false,"usgs":true,"family":"Girardi","given":"Frank","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":176430,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":17449,"text":"ofr791533 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Clear Creek, Monroe County, Indiana","interactions":[],"lastModifiedDate":"2024-02-26T18:14:15.080516","indexId":"ofr791533","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"79-1533","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Clear Creek, Monroe County, 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 Clear Creek was used to develop 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.

The Winston Thomas wastewater-treatment facility is the only point-source waste load affecting the modeled segment of Clear Creek. A new wastewater-treatment facility under construction at Dillman Road (river mile 23.78) will replace the Winston Thomas wastewater-treatment facility (river mile 16.96) in 1980.

Natural streamflow during the summer and annual 7-day, 10-year low flows are zero, so no benefit from dilution is provided.

The model indicates that ammonia-nitrogen toxicity is the most significant factor affecting the stream water quality during summer and winter low flows. The ammonia-nitrogen concentration of the wastewater effluent exceeds the maximum total ammonia-nitrogen concentrations of 2.5 milligrams per liter for summer months (June through August) and 4.0 milligrams per liter for winter months (November through March) required for Indiana streams.

Nitrification, benthic-oxygen demand, and algal respiration were the most significant factors affecting the dissolved-oxygen concentration in Clear Creek during the model calibration. Nitrification should not significantly affect the dissolved-oxygen concentration in Clear Creek during summer low flows when the ammonia-nitrogen toxicity standards are met.

Carbonaceous biochemical-oxygen demand is probably not a significant factor in the dissolved-oxygen dynamics of Clear Creek because most of the carbonaceous biochemical-oxygen demand was estimated to be removed through settling or some other process.

The 5-day biochemical-oxygen demand of the effluent from the new wastewater-treatment facility at Dillman Road will be limited to 5 milligrams per liter after the implementation of advanced-waste treatment in 1980.

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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 S. W. Wiitala, District Chief, and Alfred Clebsch, Jr., Regional Hydrologist, Central Region. It was done in cooperation with the State of Iowa and with other agencies. This report is one of a series issued by Iowa. General direction for the series is by J. S. Cragwall, Jr., Chief Hydrologist, U.S. Geological Survey, and G. W. Whetstone, Assistant Chief Hydrologist for Scientific Publications and Data Management.

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These maps were prepared as part of a hydrologic investigation in the southeastern Uinta Basin, Utah and Colorado. (See index map.) Most of the study area of 2,350 square miles is underlain by consolidated rocks of Tertiary age – the Wasatch, Green River, and Uinta Formations. The Green River Formation contains thick beds of oil shale, which are of considerable economic importance as a potential source of petroleum products. Cashion (1967, pl. 1) showed detailed structure contours on the top of the thickest of the oil-shale beds – the Mahogany bed. The generalized structure contours shoe=wn on sheet 1 for the tops of the Wasatch and Green River Formations were prepared to serve as a guide to further data acquisition. Structural high or low areas, which could affect the direction of ground-water movement, would be considered in planning future test wells. The generalized map of the Green River formation (sheet 2) could be an indication of changes in aquifer thickness, and this would also serve as a guide for future test drilling.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1156","usgsCitation":"Holmes, W.F., 1979, Maps showing generalized structure contours on the tops of the Wasatch and Green River Formations, geologic sections, and contours of thickness of the Green River Formation, southeastern Uinta Basin, Utah and Colorado: U.S. Geological Survey IMAP 1156, 2 Plates: 39.17 x 42.66 and 37.98 x 42.08 inches, https://doi.org/10.3133/i1156.","productDescription":"2 Plates: 39.17 x 42.66 and 37.98 x 42.08 inches","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":255703,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1156/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":255705,"rank":300,"type":{"id":8,"text":"Cover"},"url":"https://pubs.usgs.gov/imap/1156/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":405261,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_8997.htm"},{"id":255706,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/1156/report-thumb.jpg"},{"id":255704,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1156/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"125000","country":"United States","state":"Colorado, Utah","otherGeospatial":"Uinta Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -110.083,\n 39.083\n ],\n [\n -108.833,\n 39.083\n ],\n [\n -108.833,\n 40.217\n ],\n [\n -110.083,\n 40.217\n ],\n [\n -110.083,\n 39.083\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605857","contributors":{"authors":[{"text":"Holmes, Walter F.","contributorId":31737,"corporation":false,"usgs":true,"family":"Holmes","given":"Walter","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":274185,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":66151,"text":"i1159 - 1979 - Maps showing formation temperatures and configurations of the tops of the Minnelusa Formation and the Madison Limestone, Powder River basin, Wyoming, Montana, and adjacent areas","interactions":[{"subject":{"id":9414,"text":"ofr78905 - 1978 - Maps showing formation temperatures and configurations of the tops of the Minnelusa Formation and the Madison Limestone, Powder River basin, Wyoming, Montana, and adjacent areas","indexId":"ofr78905","publicationYear":"1978","noYear":false,"title":"Maps showing formation temperatures and configurations of the tops of the Minnelusa Formation and the Madison Limestone, Powder River basin, Wyoming, Montana, and adjacent areas"},"predicate":"SUPERSEDED_BY","object":{"id":66151,"text":"i1159 - 1979 - Maps showing formation temperatures and configurations of the tops of the Minnelusa Formation and the Madison Limestone, Powder River basin, Wyoming, Montana, and adjacent areas","indexId":"i1159","publicationYear":"1979","noYear":false,"title":"Maps showing formation temperatures and configurations of the tops of the Minnelusa Formation and the Madison Limestone, Powder River basin, Wyoming, Montana, and adjacent areas"},"id":1}],"lastModifiedDate":"2016-08-23T09:40:24","indexId":"i1159","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1159","title":"Maps showing formation temperatures and configurations of the tops of the Minnelusa Formation and the Madison Limestone, Powder River basin, Wyoming, Montana, and adjacent areas","docAbstract":"

This report is part of a study to describe the hydrologic framework needed to evaluate the water resources of the Paleozoic age aquifers in the Northern Great Plains coal region (fig 1). Preliminary studies by the U.S. Geological Survey and State agencies in Wyoming, Montana, and South Dakota have indicated that these aquifers might provide significant percentage of the water requirements for coal development. Data in this report are needed to help evaluate the potential of the Paleozoic age aquifers as a source for water supplies. The results will also be used to provide information for the orderly development of the aquifers. 

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/i1159","usgsCitation":"Head, W.J., Kilty, K., and Knottek, R., 1979, Maps showing formation temperatures and configurations of the tops of the Minnelusa Formation and the Madison Limestone, Powder River basin, Wyoming, Montana, and adjacent areas: U.S. Geological Survey IMAP 1159, 20.35 x 24.11 inches, https://doi.org/10.3133/i1159.","productDescription":"20.35 x 24.11 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":189839,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/i1159.PNG"},{"id":327520,"rank":701,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1159/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":106626,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9000.htm","linkFileType":{"id":5,"text":"html"},"description":"9000"}],"country":"United States","state":"Montana, North Dakota, South Dakota, Wyoming","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.732421875,\n 41.902277040963696\n ],\n [\n -105.732421875,\n 47.100044694025215\n ],\n [\n -102.48046875,\n 47.100044694025215\n ],\n [\n -102.48046875,\n 41.902277040963696\n ],\n [\n -105.732421875,\n 41.902277040963696\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605839","contributors":{"authors":[{"text":"Head, W. J.","contributorId":33719,"corporation":false,"usgs":true,"family":"Head","given":"W.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":274063,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kilty, K.T.","contributorId":39466,"corporation":false,"usgs":true,"family":"Kilty","given":"K.T.","affiliations":[],"preferred":false,"id":274064,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Knottek, R.K.","contributorId":74084,"corporation":false,"usgs":true,"family":"Knottek","given":"R.K.","affiliations":[],"preferred":false,"id":274065,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}