Reclaimed water is being considered as as supplemental water supply in the Soledad, Poway, and Moosa basins, San Diego County. This report describes the geology, soils, hydrology, and cultural factors in each of the basins as they relate to use of reclaimed water. Imported water is currently the major water-supply source in the basins. Groundwater supplies are used to a limited extent for both agricultural and domestic needs. Surface water flows are intermittent and, therefore, have not been developed for use in the basins. All three of the basins have the potential for use of reclaimed water, but only the Moosa basin is currently implementing a plan for such use. Concentrations of dissolved solids, chloride, and sulfate in both ground and surface water commonly exceed local basin objectives. As of 1985, plans for use of reclaimed water are oriented toward improving the quality of the groundwater.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884030","usgsCitation":"Evenson, K.D., 1989, Water resources of Soledad, Poway, and Moosa basins, San Diego County, California: U.S. Geological Survey Water-Resources Investigations Report 88-4030, vii, 87 p., https://doi.org/10.3133/wri884030.","productDescription":"vii, 87 p.","costCenters":[],"links":[{"id":408837,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49220.htm","linkFileType":{"id":5,"text":"html"}},{"id":55894,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4030/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124068,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4030/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Diego County","otherGeospatial":"Soledad, Poway, and Mousa basins","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -117.2667,\n 33.2667\n ],\n [\n -117.2667,\n 32.875\n ],\n [\n -116.9583,\n 32.875\n ],\n [\n -116.9583,\n 33.2667\n ],\n [\n -117.2667,\n 33.2667\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69962e","contributors":{"authors":[{"text":"Evenson, K. D.","contributorId":85978,"corporation":false,"usgs":true,"family":"Evenson","given":"K.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":197401,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27851,"text":"wri894027 - 1989 - A numerical solution for the diffusion equation in hydrogeologic systems","interactions":[],"lastModifiedDate":"2018-01-30T20:57:46","indexId":"wri894027","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4027","title":"A numerical solution for the diffusion equation in hydrogeologic systems","docAbstract":"The documentation of a computer code for the numerical solution of the linear diffusion equation in one or two dimensions in Cartesian or cylindrical coordinates is presented. Applications of the program include molecular diffusion, heat conduction, and fluid flow in confined systems. The flow media may be anisotropic and heterogeneous. The model is formulated by replacing the continuous linear diffusion equation by discrete finite-difference approximations at each node in a block-centered grid. The resulting matrix equation is solved by the method of preconditioned conjugate gradients. The conjugate gradient method does not require the estimation of iteration parameters and is guaranteed convergent in the absence of rounding error. The matrixes are preconditioned to decrease the steps to convergence. The model allows the specification of any number of boundary conditions for any number of stress periods, and the output of a summary table for selected nodes showing flux and the concentration of the flux quantity for each time step. The model is written in a modular format for ease of modification. The model was verified by comparison of numerical and analytical solutions for cases of molecular diffusion, two-dimensional heat transfer, and axisymmetric radial saturated fluid flow. Application of the model to a hypothetical two-dimensional field situation of gas diffusion in the unsaturated zone is demonstrated. The input and output files are included as a check on program installation. The definition of variables, input requirements, flow chart, and program listing are included in the attachments. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nCopies of the report can be purchased from Books and Open-File Reports Section,","doi":"10.3133/wri894027","usgsCitation":"Ishii, A.L., Healy, R.W., and Striegl, R.G., 1989, A numerical solution for the diffusion equation in hydrogeologic systems: U.S. Geological Survey Water-Resources Investigations Report 89-4027, viii, 86 p. :ill. ;28 cm., https://doi.org/10.3133/wri894027.","productDescription":"viii, 86 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":56672,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4027/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":2169,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=89-4027","linkFileType":{"id":5,"text":"html"}},{"id":124299,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4027/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab940","contributors":{"authors":[{"text":"Ishii, A. L.","contributorId":61464,"corporation":false,"usgs":true,"family":"Ishii","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198779,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198781,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Striegl, Robert G. 0000-0002-8251-4659 rstriegl@usgs.gov","orcid":"https://orcid.org/0000-0002-8251-4659","contributorId":1630,"corporation":false,"usgs":true,"family":"Striegl","given":"Robert","email":"rstriegl@usgs.gov","middleInitial":"G.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true},{"id":200,"text":"Coop Res Unit Seattle","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true},{"id":36183,"text":"Hydro-Ecological Interactions Branch","active":true,"usgs":true}],"preferred":false,"id":198780,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26766,"text":"wri894059 - 1989 - Hydrogeology and simulation of ground-water flow at superfund-site wells G and H, Woburn, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri894059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4059","title":"Hydrogeology and simulation of ground-water flow at superfund-site wells G and H, Woburn, Massachusetts","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894059","usgsCitation":"de Lima, V.A., and Olimpio, J., 1989, Hydrogeology and simulation of ground-water flow at superfund-site wells G and H, Woburn, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 89-4059, vi, 99 p. :ill. ;28 cm., https://doi.org/10.3133/wri894059.","productDescription":"vi, 99 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":158237,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4059/report-thumb.jpg"},{"id":55655,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4059/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625390","contributors":{"authors":[{"text":"de Lima, V. A.","contributorId":11638,"corporation":false,"usgs":true,"family":"de Lima","given":"V.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196965,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olimpio, J.C.","contributorId":36137,"corporation":false,"usgs":true,"family":"Olimpio","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":196966,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26769,"text":"wri884093 - 1989 - Hydrogeology and water quality near a solid- and hazardous-waste landfill, Northwood, Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri884093","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4093","title":"Hydrogeology and water quality near a solid- and hazardous-waste landfill, Northwood, Ohio","docAbstract":"Hydrogeology and water quality of ground water and selected streams were evaluated near a landfill in northwestern Ohio. The landfill is used for codisposal of solid and hazardous waste. Water-level and geologic data were collected from 36 wells and 3 surface-water sites during the period November 1983 to November 1985. Water-quality samples were collected from 18 wells and 3 surface-water sites this during this same period.\r\n\r\nThe primary aquifers in the area are the Greenfield Dolomite and underlying Lockport Dolomite of Silurian age. These bedrock carbonates are overlain by two clay tills of Wisconsin age. The tills are capped by a glacial lake clay. The tills generally are saturated, but do not yield sufficient water to be considered an aquifer. Two wells in the study area yield water, in part, from discontinuous deposits of outwash sand and gravel at the lower till-bedrock interface.\r\n\r\nRegional ground-water flow is from southwest to northeast; local flow is influenced by a ground-water mound centered under the northernmost cells of the landfill. Water levels in wells penetrating refuse within the landfill and the presence of leachate seeps indicate that the refuse is saturated. Head relations among the landfill, till, and dolomite aquifer indicate a vertical component of flow downward from the landfill to the dolomite aquifer. Water levels near the landfill fluctuate as much as 14 feet per year, in contrast to fluctuations of less than 3 feet per year in wells upgradient landfill.\r\n\r\nGround waters from wells completed in the dolomite aquifer and glacial till were found to have major-iron concentrations controlled, in large part, by reaction with calcite, dolomite, and other minerals in the aquifer. Only minor departures from equilibrium mineral saturation were noted for ground water, except in wells affected by cement/grout contamination. Molal ratios of calcuim:magnesium in ground water suggest a similar chemical evolution of waters throughout the dolomite aquifer in the study area. Stable-isotope ratios of oxygen and hydrogen indicate the source of water in the till unit and dolomite aquifer is atmospheric precipitation.\r\n\r\nElevated levels of total dissolved solids, boron, ammonia, and iron in the leachate and in wells downgradient of the landfill may indicate mixing of ground water with leachate. Oxygen and hydrogen stable-isotope ratios were used to differentiate waters from the glacial till and dolomite aquifer. Isotope ratios also show a shift off the local mixing line for leachate and for a well just downgradient from the landfill. The shift to heavier values of o D in the well water may be indicative of leachate mixing with ground water.\r\n\r\nThe effect of this mixing denoted by hydrologic, isotopic, and chemical-quality data is limited mostly to elevated levels of the common ions. Analysis did not indicate significant levels of toxic metals or organic contaminants except phenol, which was present at concentrations of from 1 to 5 micrograms per liter in six wells. Analysis of water-quality data from nearby streams suggest that surface leaching from the landfill does not significantly affect stream-water quality, but may contribute to higher level of trace metals in the streambed sediments.","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey ;\r\nU.S. Geological Survey, Books and Open-File Reports [distributor],","doi":"10.3133/wri884093","usgsCitation":"De Roche, J., and Breen, K.J., 1989, Hydrogeology and water quality near a solid- and hazardous-waste landfill, Northwood, Ohio: U.S. Geological Survey Water-Resources Investigations Report 88-4093, v, 76 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884093.","productDescription":"v, 76 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124874,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4093/report-thumb.jpg"},{"id":55658,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4093/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db625407","contributors":{"authors":[{"text":"De Roche, J.T.","contributorId":66691,"corporation":false,"usgs":true,"family":"De Roche","given":"J.T.","affiliations":[],"preferred":false,"id":196970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Breen, K. J.","contributorId":44176,"corporation":false,"usgs":true,"family":"Breen","given":"K.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":196969,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27366,"text":"wri894030 - 1989 - Modification of a method-of-characteristics solute-transport model to incorporate decay and equilibrium-controlled sorption or ion exchange","interactions":[],"lastModifiedDate":"2021-03-11T12:49:37.744131","indexId":"wri894030","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4030","title":"Modification of a method-of-characteristics solute-transport model to incorporate decay and equilibrium-controlled sorption or ion exchange","docAbstract":"The U.S. Geological Survey computer model of two-dimensional solute transport and dispersion in ground water (Konikow and Bredehoeft, 1978) has been modified to incorporate the following types of chemical reactions: (1) first-order irreversible rate-reaction, such as radioactive decay; (2) reversible equilibrium-controlled sorption with linear, Freundlich, or Langmuir isotherms; and (3) reversible equilibrium-controlled ion exchange for monovalent or divalent ions. Numerical procedures are developed to incorporate these processes in the general solution scheme that uses method-of- characteristics with particle tracking for advection and finite-difference methods for dispersion. The first type of reaction is accounted for by an exponential decay term applied directly to the particle concentration. The second and third types of reactions are incorporated through a retardation factor, which is a function of concentration for nonlinear cases. The model is evaluated and verified by comparison with analytical solutions for linear sorption and decay, and by comparison with other numerical solutions for nonlinear sorption and ion exchange.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri894030","usgsCitation":"Goode, D., and Konikow, L.F., 1989, Modification of a method-of-characteristics solute-transport model to incorporate decay and equilibrium-controlled sorption or ion exchange: U.S. Geological Survey Water-Resources Investigations Report 89-4030, vi, 65 p., https://doi.org/10.3133/wri894030.","productDescription":"vi, 65 p.","costCenters":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"links":[{"id":56228,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4030/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4030/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6994ce","contributors":{"authors":[{"text":"Goode, D.J. 0000-0002-8527-2456","orcid":"https://orcid.org/0000-0002-8527-2456","contributorId":95512,"corporation":false,"usgs":true,"family":"Goode","given":"D.J.","affiliations":[],"preferred":false,"id":197988,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Konikow, Leonard F. 0000-0002-0940-3856 lkonikow@usgs.gov","orcid":"https://orcid.org/0000-0002-0940-3856","contributorId":158,"corporation":false,"usgs":true,"family":"Konikow","given":"Leonard","email":"lkonikow@usgs.gov","middleInitial":"F.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":197987,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28406,"text":"wri884101 - 1989 - Estimated use of water in Colorado, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:50","indexId":"wri884101","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4101","title":"Estimated use of water in Colorado, 1985","docAbstract":"Water-use data was collected for the State of Colorado as part of the U.S. Geological Survey 's National Water-Use Information Program. An estimated 20,800 million gal/day of water were used in Colorado during 1985. 89% came from surface water sources and 11% came from groundwater sources. Public supply systems provided 4% of all water used in Colorado during 1985, but provided 80% of all commercial, domestic, and industrial water used. An estimated 4,840 million gal/day of water were consumed during 1985; return flows amounted to 16,000 million gallons per day. Of all water used, 60% was used for irrigation, 35% for hydroelectric power generation, and the remaining 5% for commercial, domestic, industrial, livestock, mining, and other uses. The most water was used in Montrose (3,260 million gal/day), Mesa (1,950 million gal/day), and Gunnison (1,520 million gal/day) Counties. The predominant water uses in these counties were hydroelectric power and irrigation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri884101","usgsCitation":"Litke, D.W., and Appel, C.L., 1989, Estimated use of water in Colorado, 1985: U.S. Geological Survey Water-Resources Investigations Report 88-4101, xi, 157 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884101.","productDescription":"xi, 157 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124029,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4101/report-thumb.jpg"},{"id":57211,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4101/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a044","contributors":{"authors":[{"text":"Litke, D. W.","contributorId":94346,"corporation":false,"usgs":true,"family":"Litke","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199745,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Appel, C. L.","contributorId":62212,"corporation":false,"usgs":true,"family":"Appel","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199744,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27063,"text":"wri894024 - 1989 - Chemical characteristics, including stable-isotope ratios, of surface water and ground water from selected sources in and near East Fork Armells Creek basin, southeastern Montana, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri894024","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4024","title":"Chemical characteristics, including stable-isotope ratios, of surface water and ground water from selected sources in and near East Fork Armells Creek basin, southeastern Montana, 1985","docAbstract":"Water samples were collected from 29 sites to provide synoptic chemical data, including stable-isotope ratios, for an area of active surface coal mining and to explore the effectiveness of using the data to chemically distinguish water from different aquifers. Surface-water samples were collected from one spring, four sites on East Armells Creek, one site on Stocker Creek, and two fly-ash ponds. Streamflows in East Fork Armells Creek ranged from no flow in several upstream reaches to 2.11 cu ft/sec downstream from Colstrip, Montana. Only one tributary, Stocker Creek, was observed to contribute surface flow in the study area. Groundwater samples were collected from wells completed in Quaternary alluvium or mine spoils, Rosebud overburden, Rosebud coal bed, McKay coal bed, and sub-McKay deposits of the Tongue River Member, Paleocene Fort Union Formation. Dissolved-solids concentrations, in mg/L, were 840 at the spring, 3,100 to 5,000 in the streams, 13,000 to 22,000 in the ash ponds, and 690 to 4 ,100 in the aquifers. With few exceptions, water from the sampled spring, streams, and wells had similar concentrations of major constituents and trace elements and similar stable-isotope ratios. Water from the fly-ash ponds had larger concentrations of dissolved solids, boron, and manganese and were isotopically more enriched in deuterium and oxygen-18 than water from other sources. Water from individual aquifers could not be distinguished by either ion-composition diagrams or statistical cluster analyses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri894024","usgsCitation":"Ferreira, R.F., Lambing, J., and Davis, R.E., 1989, Chemical characteristics, including stable-isotope ratios, of surface water and ground water from selected sources in and near East Fork Armells Creek basin, southeastern Montana, 1985: U.S. Geological Survey Water-Resources Investigations Report 89-4024, iv, 32 p. :ill. ;28 cm., https://doi.org/10.3133/wri894024.","productDescription":"iv, 32 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123672,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4024/report-thumb.jpg"},{"id":55936,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4024/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e462b","contributors":{"authors":[{"text":"Ferreira, R. F.","contributorId":80690,"corporation":false,"usgs":true,"family":"Ferreira","given":"R.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197493,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lambing, J. H.","contributorId":100860,"corporation":false,"usgs":true,"family":"Lambing","given":"J. H.","affiliations":[],"preferred":false,"id":197494,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davis, R. E.","contributorId":77153,"corporation":false,"usgs":true,"family":"Davis","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197492,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26778,"text":"wri884077 - 1989 - Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 10","interactions":[],"lastModifiedDate":"2012-02-02T00:08:30","indexId":"wri884077","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4077","title":"Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 10","docAbstract":"This report delineates and describes the geohydrology and susceptibility of major aquifers to contamination in Area 10--Choctaw, Clarke, and Washington Counties in southwest Alabama. The major aquifers in the study area are the Nanafalia-Clayton, Lisbon, and Pliocene-Miocene aquifers of Tertiary age. The recharge areas for these aquifers generally coincide with their areas of use. Each aquifer is a source of public water supply in one or more of the three counties. All recharge areas for the major aquifers are susceptible to contamination from the surface. However, large parts of the recharge areas are rural areas that are used for timberlands, farms, and pastures; these areas have low potential for contamination and are several miles from pumping centers. (USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, U.S. Geological Survey,","doi":"10.3133/wri884077","usgsCitation":"DeJarnette, S., 1989, Geohydrology and susceptibility of major aquifers to surface contamination in Alabama; area 10: U.S. Geological Survey Water-Resources Investigations Report 88-4077, v, 23 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri884077.","productDescription":"v, 23 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119088,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4077/report-thumb.jpg"},{"id":55661,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4077/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55662,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4077/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae053","contributors":{"authors":[{"text":"DeJarnette, S.S.","contributorId":6896,"corporation":false,"usgs":true,"family":"DeJarnette","given":"S.S.","affiliations":[],"preferred":false,"id":196988,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27374,"text":"wri884212 - 1989 - Use of surface-geophysical methods to assess riverbed scour at bridge piers","interactions":[],"lastModifiedDate":"2012-02-02T00:08:43","indexId":"wri884212","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4212","title":"Use of surface-geophysical methods to assess riverbed scour at bridge piers","docAbstract":"A ground-penetrating-radar system, and three seismic systems--color fathometer, tuned transducer, and black-and-white fathometer--were used to evaluate river-bed scour at the Charter Oak, Founder 's and Bulkeley Bridges in Hartford, Connecticut. Cross-sections of the channel and some lateral sections were run at each bridge in June and July 1987, and significant scour at piers supporting each of these bridges was recorded. Each of the four geophysical systems proved to have advantages and limitations. The ground penetrating radar system used single and dual 80 megahertz antennae floating in the water to transmit and receive the signal. The method was successful in water less than 25 ft deep, and in resistive earth materials. The geometry of existing scour holes and the extent of post-scour sedimentation were clearly defined. The color fathometer, operating at a signal frequency of 20 kilohertz, delineated existing scour-hole geometry, detected infilling of scour holes, and provided qualitative information about the physical properties of sediments. The tuned transducer, operating at a signal frequency of 14 kilohertz, defined scour-hole geometry and the extent of post-scour sediment deposition. Both of these systems were effective in water greater than 5 ft deep. At a signal frequency of 200 kilohertz, the black-and-white fathometer could not penetrate post-scour deposits, but it was useful in defining existing scour-holed geometry in water of any depth. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBooks and Open-File Reports, Federal Center,","doi":"10.3133/wri884212","usgsCitation":"Gorin, S., and Haeni, F., 1989, Use of surface-geophysical methods to assess riverbed scour at bridge piers: U.S. Geological Survey Water-Resources Investigations Report 88-4212, v, 33 p. :ill., one map ;28 cm., https://doi.org/10.3133/wri884212.","productDescription":"v, 33 p. :ill., one map ;28 cm.","costCenters":[],"links":[{"id":158969,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4212/report-thumb.jpg"},{"id":56233,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4212/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56234,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4212/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56235,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4212/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56236,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4212/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db6042d4","contributors":{"authors":[{"text":"Gorin, S.R.","contributorId":85996,"corporation":false,"usgs":true,"family":"Gorin","given":"S.R.","email":"","affiliations":[],"preferred":false,"id":198003,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haeni, F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":198004,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44810,"text":"wri894019 - 1989 - Flood of December 25, 1987, in Millington, Tennessee and vicinity","interactions":[],"lastModifiedDate":"2012-02-02T00:10:57","indexId":"wri894019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-4019","title":"Flood of December 25, 1987, in Millington, Tennessee and vicinity","docAbstract":"Intense rainfall totaling 9.2 in. in a 12-hour period on December 24-25, 1987, and 14.8 in for the period December 24-27 caused record floods in Millington, Tennessee and vicinity. The peak discharge of Big Creek at Raleigh-Millington Road was almost twice the discharge of the 100-year flood discharge and that of Loosahatchie River near Arlington was about equal to the 50-year flood discharge. The inundated area and flood elevations are depicted on a map of Millington, Tennessee and vicinity. Water surface profiles for the peak of December 25, 1987, for Loosahatchie River, Big Creek, Royster Creek, North Fork Creek, Casper Creek, and an unnamed tributary to Big Creek are shown. Flood damages and cleanup costs for this record flood have been estimated at about $9.2 million. (USGS)","language":"ENGLISH","doi":"10.3133/wri894019","usgsCitation":"Lewis, J.G., and Gamble, C.R., 1989, Flood of December 25, 1987, in Millington, Tennessee and vicinity: U.S. Geological Survey Water-Resources Investigations Report 89-4019, 1 map and 1 data sheet : col. ; 80 x 89 cm., sheets 80 x 89 cm. and 94 x 95 cm., folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri894019.","productDescription":"1 map and 1 data sheet : col. ; 80 x 89 cm., sheets 80 x 89 cm. and 94 x 95 cm., folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":120259,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1989/4019/report-thumb.jpg"},{"id":82140,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1989/4019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eee7a","contributors":{"authors":[{"text":"Lewis, James G.","contributorId":38155,"corporation":false,"usgs":true,"family":"Lewis","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":230479,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gamble, Charles R.","contributorId":6822,"corporation":false,"usgs":true,"family":"Gamble","given":"Charles","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":230478,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43528,"text":"ofr89647 - 1989 - Geologic sections to accompany geologic map of the central and northern Funeral Mountains and adjacent areas, Death Valley region, Southern California","interactions":[],"lastModifiedDate":"2012-02-02T00:11:02","indexId":"ofr89647","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-647","title":"Geologic sections to accompany geologic map of the central and northern Funeral Mountains and adjacent areas, Death Valley region, Southern California","language":"ENGLISH","doi":"10.3133/ofr89647","usgsCitation":"Wright, L.A., Troxel, B.W., and Zigler, J., 1989, Geologic sections to accompany geologic map of the central and northern Funeral Mountains and adjacent areas, Death Valley region, Southern California: U.S. Geological Survey Open-File Report 89-647, 8 sections on 1 sheet :photocopy ;sheet 76 x 107 cm., https://doi.org/10.3133/ofr89647.","productDescription":"8 sections on 1 sheet :photocopy ;sheet 76 x 107 cm.","costCenters":[],"links":[{"id":168448,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81177,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0647/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db6882c6","contributors":{"authors":[{"text":"Wright, Lauren Albert","contributorId":91361,"corporation":false,"usgs":true,"family":"Wright","given":"Lauren","email":"","middleInitial":"Albert","affiliations":[],"preferred":false,"id":228330,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Troxel, Bennie Wyatt","contributorId":92918,"corporation":false,"usgs":true,"family":"Troxel","given":"Bennie","email":"","middleInitial":"Wyatt","affiliations":[],"preferred":false,"id":228331,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zigler, J.L.","contributorId":49860,"corporation":false,"usgs":true,"family":"Zigler","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":228329,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":44831,"text":"wri884194 - 1989 - Hydrogeology of the stratified-drift aquifers in the Utica area, Oneida County, New York — Part 1 (west)","interactions":[],"lastModifiedDate":"2022-01-06T22:32:52.103226","indexId":"wri884194","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4194","title":"Hydrogeology of the stratified-drift aquifers in the Utica area, Oneida County, New York — Part 1 (west)","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri884194","usgsCitation":"Casey, G.D., and Reynolds, R.J., 1989, Hydrogeology of the stratified-drift aquifers in the Utica area, Oneida County, New York — Part 1 (west): U.S. Geological Survey Water-Resources Investigations Report 88-4194, https://doi.org/10.3133/wri884194.","costCenters":[],"links":[{"id":393993,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47095.htm"},{"id":82188,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1988/4194/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":171838,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1988/4194/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Oneida County","city":"Utica","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.5,\n 43\n ],\n [\n -75.75,\n 43\n ],\n [\n -75.75,\n 43.1556\n ],\n [\n -75.5,\n 43.1556\n ],\n [\n -75.5,\n 43\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614b5c","contributors":{"authors":[{"text":"Casey, George D.","contributorId":105689,"corporation":false,"usgs":true,"family":"Casey","given":"George","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":230513,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reynolds, Richard J. 0000-0001-5032-6613 rjreynol@usgs.gov","orcid":"https://orcid.org/0000-0001-5032-6613","contributorId":1082,"corporation":false,"usgs":true,"family":"Reynolds","given":"Richard","email":"rjreynol@usgs.gov","middleInitial":"J.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":230512,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":44623,"text":"wri884067 - 1989 - Water-level maps of the Mississippi River Valley alluvial aquifer in eastern Arkansas, 1986","interactions":[],"lastModifiedDate":"2012-02-02T00:11:00","indexId":"wri884067","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"88-4067","title":"Water-level maps of the Mississippi River Valley alluvial aquifer in eastern Arkansas, 1986","docAbstract":"The Mississippi River Valley alluvial aquifer is a major source of water for irrigation in much of eastern Arkansas. Maps of the potentiometric surface, water level change, and depth to water illustrate the effects of large withdrawals for irrigation on water levels in the aquifer. The Mississippi River Valley alluvial aquifer is composed of Quaternary Flood plain and terrace deposits. Water in the aquifer generally is confined by an upper silt and clay layer. The regional direction of groundwater flow is south and southeast, except where affected by large withdrawals for irrigation by stream reaches that are hydraulically connected with the alluvial aquifer. The largest well yields range from 1,000 to 3,000 gal/min. Recharge to the aquifer principally is by infiltration of precipitation and water for surface water bodies. Both the spring and fall potentiometric surface maps show extensive cones of depression that result from large withdrawals for irrigation-one centered beneath Arkansas County, and another beneath western Poinsett and Cross Counties. Average water level differences between the spring and fall indicate a general decline of about 3 ft. The largest declines in water levels between 1981 and 1986 and the deepest water levels in 1986 occurred in areas most affected by large withdrawals for irrigation, as shown by the water level change map and depth to water map. The largest water level declines mainly occurred in central Lonoke County and in western Poinsett County. (USGS)","language":"ENGLISH","doi":"10.3133/wri884067","usgsCitation":"Plafcan, M., and Remsing, L.M., 1989, Water-level maps of the Mississippi River Valley alluvial aquifer in eastern Arkansas, 1986: U.S. Geological Survey Water-Resources Investigations Report 88-4067, 4 maps on 1 sheet ; sheet 94 x 132 cm. folded in envelope 31 x 23 cm., https://doi.org/10.3133/wri884067.","productDescription":"4 maps on 1 sheet ; sheet 94 x 132 cm. folded in envelope 31 x 23 cm.","costCenters":[],"links":[{"id":168815,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81953,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1988/4067/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db54539f","contributors":{"authors":[{"text":"Plafcan, Maria","contributorId":20338,"corporation":false,"usgs":true,"family":"Plafcan","given":"Maria","email":"","affiliations":[],"preferred":false,"id":230135,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Remsing, Larry M.","contributorId":32221,"corporation":false,"usgs":true,"family":"Remsing","given":"Larry","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":230136,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43744,"text":"ofr89255 - 1989 - Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Crowley and Otero Counties, Colorado","interactions":[],"lastModifiedDate":"2022-08-22T20:56:23.850691","indexId":"ofr89255","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-255","title":"Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Crowley and Otero Counties, Colorado","docAbstract":"The hydrogeology of the valley-fill aquifer of the Arkansas River valley in Crowley and Otero Counties, Colorado is presented in a series of three maps. The map shows: (1) the altitude and configuration of the bedrock surface beneath the valley-fill material; (2) the altitude and configuration of the water table in the spring of 1966; and (3) the saturation thickness of the valley-fill aquifer in the spring of 1966.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89255","usgsCitation":"Nelson, G.A., Hurr, R., and Moore, J.E., 1989, Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Crowley and Otero Counties, Colorado: U.S. Geological Survey Open-File Report 89-255, 3 Plates: 40.68 × 23.65 inches or smaller, https://doi.org/10.3133/ofr89255.","productDescription":"3 Plates: 40.68 × 23.65 inches or smaller","costCenters":[],"links":[{"id":135203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":405421,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17614.htm","linkFileType":{"id":5,"text":"html"}},{"id":81297,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0255/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81296,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0255/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81295,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0255/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","county":"Crowley County, Otero County","otherGeospatial":"Arkansas River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.058,\n 38\n ],\n [\n -103.4,\n 38\n ],\n [\n -103.4,\n 38.25\n ],\n [\n -104.058,\n 38.25\n ],\n [\n -104.058,\n 38\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adfe1","contributors":{"authors":[{"text":"Nelson, Gregory A.","contributorId":78303,"corporation":false,"usgs":true,"family":"Nelson","given":"Gregory","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":228631,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":228629,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moore, John E.","contributorId":33688,"corporation":false,"usgs":true,"family":"Moore","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":228630,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":43746,"text":"ofr89256 - 1989 - Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Pueblo County, Colorado","interactions":[],"lastModifiedDate":"2022-08-22T21:05:54.013806","indexId":"ofr89256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-256","title":"Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Pueblo County, Colorado","docAbstract":"The hydrogeology of the valley-fill aquifer of the Arkansas River valley in Pueblo County, Colorado is presented in a series of three maps. The map shows: (1) the altitude and configuration of the bedrock surface beneath the valley-fill material; (2) the altitude and configuration of the water table in the spring of 1966; and (3) the saturation thickness of the valley-fill aquifer in the spring of 1966.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr89256","usgsCitation":"Nelson, G.A., Hurr, R., and Moore, J.E., 1989, Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Pueblo County, Colorado: U.S. Geological Survey Open-File Report 89-256, 3 Plates: 41.58 × 23.42 inches or smaller, https://doi.org/10.3133/ofr89256.","productDescription":"3 Plates: 41.58 × 23.42 inches or smaller","costCenters":[],"links":[{"id":135205,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81303,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0256/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81302,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0256/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81301,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1989/0256/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":405429,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17615.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Colorado","county":"Pueblo County","otherGeospatial":"Arkansas River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.750,\n 38.125\n ],\n [\n -104.047,\n 38.125\n ],\n [\n -104.047,\n 38.375\n ],\n [\n -104.750,\n 38.375\n ],\n [\n -104.750,\n 38.125\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4882e4b07f02db517371","contributors":{"authors":[{"text":"Nelson, Gregory A.","contributorId":78303,"corporation":false,"usgs":true,"family":"Nelson","given":"Gregory","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":228637,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":228635,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Moore, John E.","contributorId":33688,"corporation":false,"usgs":true,"family":"Moore","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":228636,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":43745,"text":"ofr89254 - 1989 - Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Prowers County, Colorado","interactions":[],"lastModifiedDate":"2022-08-22T21:01:23.367874","indexId":"ofr89254","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1989","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":"89-254","title":"Hydrogeologic characteristics of the Valley-Fill aquifer in the Arkansas River valley, Prowers County, Colorado","docAbstract":"The hydrogeology of the valley-fill aquifer of the Arkansas River valley in Prowers County, Colorado is presented in a series of three maps. The map shows: (1) the altitude and configuration of the bedrock surface beneath the valley-fill material; (2) the altitude and configuration of the water table in the spring of 1966; and (3) the saturation thickness of the valley-fill aquifer in the spring of 1966. (
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The map is based on water levels in 173 non-pumping drilled and dug wells measured in 1956 and 1965, and on the altitude of two springs that were flowing in November and December 1987. Water level altitudes are contoured at an interval of 20 ft. The surface defined by the contoured water levels may approximately represent the water table. Water table altitudes range from 379 ft to less than 80 ft above sea level. 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K.","contributorId":56223,"corporation":false,"usgs":true,"family":"Arthur","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":230481,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}