An investigation of the effects of hypothetical residential development in the Graber Pond watershed was done by the U.S. Geological Survey in cooperation with the city of Middleton. The investigation entailed evaluation of the existing (1989) water budget and water-level conditions for the pond and the water-level conditions expected to result from the hypothetical development that may occur by the year 2000. A water-budget model was calibrated to closely match water levels observed from July 18-August 31, 1989. Water input to the pond during this period was computed to be about 2.58 feet. Of this, about 25 percent (0.65 foot) was from direct rainfall on the pond surface, about 19 percent (0.50 foot) was from storm runoff, and about 55 percent (1.43 feet) was discharge from a nearby manufacturing plant. Simulation of the hypothetical development conditions in the watershed predicts that the average late-summer pond level may rise about 0.7 foot.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri924029","collaboration":"Prepared in cooperation with the City of Middleton, Wisconsin","usgsCitation":"House, L.B., 1993, Simulation of the effects of hypothetical residential development on water levels in Graber Pond, Middleton, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 92-4029, iv, 10 p., https://doi.org/10.3133/wri924029.","productDescription":"iv, 10 p.","numberOfPages":"14","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":157996,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1992/4029/report-thumb.jpg"},{"id":56617,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1992/4029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Dane County","city":"Middleton","otherGeospatial":"Graber Pond","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.54132080078125,\n 43.09264728863636\n ],\n [\n -89.54132080078125,\n 43.13381279555054\n ],\n [\n -89.49093818664551,\n 43.13381279555054\n ],\n [\n -89.49093818664551,\n 43.09264728863636\n ],\n [\n -89.54132080078125,\n 43.09264728863636\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f1e31","contributors":{"authors":[{"text":"House, L. B.","contributorId":49386,"corporation":false,"usgs":true,"family":"House","given":"L.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198670,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":41347,"text":"ofr93655 - 1993 - Potentiometric surface of the lower Patapsco Aquifer in southern Maryland, September 1991","interactions":[],"lastModifiedDate":"2012-02-02T00:10:33","indexId":"ofr93655","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-655","title":"Potentiometric surface of the lower Patapsco Aquifer in southern Maryland, September 1991","docAbstract":"A map showing the potentiometric surface of the lower Patapsco aquifer in the Patapsco Formation of Cretaceous age in southern Maryland during September 1991 was prepared from water levels measured in 53 wells. The potentiometric surface was at least 125 feet above sea level near the northwestern boundary and outcrop area of the aquifer in a topographically high area of Prince Georges County, and at least 87 ft above sea level in a similar setting in Anne Arundel County. From these high areas, the potentiometric surface declined to the south and southeast toward large well fields at Severndale, Annapolis, Waldorf, La Plata, Indian Head, and Morgantown.","language":"ENGLISH","doi":"10.3133/ofr93655","usgsCitation":"Curtin, S.E., Andreasen, D.C., and Mack, F., 1993, Potentiometric surface of the lower Patapsco Aquifer in southern Maryland, September 1991: U.S. Geological Survey Open-File Report 93-655, 1 map :photocopy ;22 x 17 cm., https://doi.org/10.3133/ofr93655.","productDescription":"1 map :photocopy ;22 x 17 cm.","costCenters":[],"links":[{"id":172759,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0655/report-thumb.jpg"},{"id":79108,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0655/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db682e60","contributors":{"authors":[{"text":"Curtin, Stephen E. securtin@usgs.gov","contributorId":3703,"corporation":false,"usgs":true,"family":"Curtin","given":"Stephen","email":"securtin@usgs.gov","middleInitial":"E.","affiliations":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"preferred":true,"id":224870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":224871,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mack, Frederick K.","contributorId":95858,"corporation":false,"usgs":true,"family":"Mack","given":"Frederick K.","affiliations":[],"preferred":false,"id":224872,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":38378,"text":"pp1530A - 1993 - Field observations, preliminary model analysis, and aquifer thermal efficiency","interactions":[],"lastModifiedDate":"2016-05-17T08:58:17","indexId":"pp1530A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"1530","chapter":"A","title":"Field observations, preliminary model analysis, and aquifer thermal efficiency","docAbstract":"In May 1980, the University of Minnesota began a project to evaluate the feasibility of storing heated (150 degrees Celsius (°C) water in the deep (180 to 240 meters (m)) Franconia-Ironton-Galesville aquifer and later recovering it for space heating. The Aquifer Thermal-Energy Storage (ATES) system was a doublet-well design in which the injection and withdrawal wells were spaced approximately 250 m apart. High-temperature water from the university's steam-generation facilities supplied heat for injection. Water was pumped from one of the wells through a heat exchanger, where heat was added or removed. Water then was injected back into the aquifer through the other well. The experimental plan for testing the ATES system consisted of a series of short-term hot-water injection, storage, and withdrawal cycles. Each cycle was 24 days long, and each injection, storage, and withdrawal step of the cycle was 8 days.
\nThe Franconia-Ironton-Galesville aquifer is a consolidated sandstone, approximately 60 m thick, the top of which is approximately 180 m below the land surface. It is confined above by the St. Lawrence Formation a dolomitic sandstone 8 m thick and below by the Eau Claire Formation a shale 30 m thick. Initial hydraulic testing with inflatable packers indicated that the aquifer has four hydraulic zones with distinctly different values of relative horizontal hydraulic conductivity. The thickness of each zone was determined by correlating data from geophysical logs, core samples, and the inflatable-packer tests.
\nA comprehensive network for data collection, storage, and analysis was designed to monitor temperature and pressure changes during the ATES test cycles. A total of 22 pressure transducers and 56 thermocouples monitored pressures and temperatures in the aquifer and in the upper and lower confining units.
\nTemperature and pressure measurements were collected in observation well nests at distances of approximately 7 and 14 m from the production wells. All pressure and temperature data were transmitted through buried cables to a central data logger, where the measurements were viewed independently or stored on computer magnetic tape for later analysis. Interactive computer programs were available to display data stored on magnetic tapes as individual measurements or as plots of pressure and temperature versus time.
\nAnalyses of step-drawdown and constant-discharge aquifer tests indicate that the Franconia-Ironton-Galesville aquifer is anisotropic in the horizontal plane. Major and minor transmissivities are 101.5 and 44.6 m2/d (square meters per day), respectively, for the Ironton and Galesville Sandstones and 40.0 and 24.0 m2/d, respectively, for the upper part of the Franconia Formation. The average transmissivity of the entire Franconia-Ironton-Galesville aquifer is about 98 m2/d. Effective porosity ranges from 0.25 to 0.31, and the average storage coefficient is 4.5x10-5.
\nTwo computer models were constructed to simulate the movement of ground water and heat. The first was a nonisothermal, isotropic, single-phase, radial, ground-water flow and thermal-energy-transport model that was constructed to examine the sensitivity of model results to various hydraulic and thermal properties. The model also was used to study the potential for buoyancy flow within the aquifer and the effect of various cyclic injection and withdrawal schemes on the relative thermal efficiency of the aquifer. The second model was a threedimensional ground-water flow and thermal-energy-transport model that was constructed to incorporate the anisotropy of the aquifer.
\nIn the first model, the sensitivity analysis assumed 8 days of injection of 150°C water at 18.9 liters per second (L/s), 8 days of storage, and 8 days of withdrawal of hot water at 18.9 L/s. The analysis indicates that, for practical ranges of hydraulic and thermal properties, the ratio of horizontal to vertical hydraulic conductivity is the least important property and thermal dispersivity is the most important property used to compute temperature and aquifer thermal efficiency.
\nBuoyancy flow was examined for several values of hydraulic conductivity and ratios of horizontal to vertical hydraulic conductivities. For the assumed base values of hydraulic and thermal properties, buoyancy flow was negligible. The greatest simulated buoyancy flow resulted from simulations in which horizontal hydraulic conductivity was increased to ten times the base value and in which the vertical hydraulic conductivity was set equal to the horizontal hydraulic conductivity.
\nThe effects of various injection and withdrawal rates and durations on computed values of aquifer relative-thermal efficiency and final well-bore temperature were studied for five 1-year hypothetical test cycles of injection and withdrawal. The least efficient scheme was 8 months injection of 150°C water at 18.9 L/s and 4 months of withdrawal of hot water at 18.9 L/s. The most efficient scheme was obtained with 6 months of injection of 150°C water at 18.9 L/s and 6 months of withdrawal of hot water at 37.8 L/s. The hypothetical simulations indicate that the calibrated model of the doublet-well system would be a valuable tool for use by the university in selecting a highly efficient system operation.
\nIn the second model, analytical solutions of anisotropic hydraulic flow around the doublet-well system were obtained to provide fluid-flux boundary conditions around the heat-injection well in three dimensions. This information simplified simulation of the doublet-well system because only the heat injection well needed to be simulated.
\nThis second model was calibrated with data from an 8-day ambienttemperature injection test at 18.9 L/s. Boundary-flux conditions were examined for nonisothermal conditions by simulating 8 days of injection of 150°C water at 18.9 L/s.
\nResults of simulations using both models indicate that the fluxboundary conditions are adequate for simulations of short-term heatinjection testing.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp1530A","collaboration":"Prepared in cooperation with the University of Minnesota and the Minnesota Geological Survey","usgsCitation":"Miller, R.T., and Delin, G., 1993, Field observations, preliminary model analysis, and aquifer thermal efficiency: U.S. Geological Survey Professional Paper 1530, v, 55 p., https://doi.org/10.3133/pp1530A.","productDescription":"v, 55 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":121592,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1530a/report-thumb.jpg"},{"id":64727,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1530a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fce4b07f02db5f57a1","contributors":{"authors":[{"text":"Miller, R. T.","contributorId":15209,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":219708,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Delin, G. N.","contributorId":12834,"corporation":false,"usgs":true,"family":"Delin","given":"G. N.","affiliations":[],"preferred":false,"id":219707,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38441,"text":"pp1404K - 1993 - Geohydrology and simulation of ground-water flow in the Northern Atlantic Coastal Plain aquifer system","interactions":[],"lastModifiedDate":"2025-04-17T20:08:12.669298","indexId":"pp1404K","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"1404","chapter":"K","title":"Geohydrology and simulation of ground-water flow in the Northern Atlantic Coastal Plain aquifer system","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1404K","usgsCitation":"Leahy, P., and Martin, M., 1993, Geohydrology and simulation of ground-water flow in the Northern Atlantic Coastal Plain aquifer system: U.S. Geological Survey Professional Paper 1404, Report: viii, 81 p.; 22 Plates: 21.00 x 32.00 inches or smaller, https://doi.org/10.3133/pp1404K.","productDescription":"Report: viii, 81 p.; 22 Plates: 21.00 x 32.00 inches or smaller","costCenters":[],"links":[{"id":482369,"rank":25,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4850.htm","linkFileType":{"id":5,"text":"html"}},{"id":64913,"rank":22,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-20.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64912,"rank":21,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-19.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64911,"rank":20,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-18.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64910,"rank":19,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64909,"rank":18,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64908,"rank":17,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64906,"rank":15,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64905,"rank":14,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64904,"rank":13,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64903,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64902,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64901,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64900,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64899,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64898,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64897,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64896,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64895,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64894,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64916,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1404k/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122069,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1404k/report-thumb.jpg"},{"id":64915,"rank":24,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-22.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64914,"rank":23,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-21.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64907,"rank":16,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1404k/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Atlantic Coastal Plain","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -79.67586841031775,\n 40.7769102537803\n ],\n [\n -79.67586841031775,\n 32.313618048559746\n ],\n [\n -69.31128430453131,\n 32.313618048559746\n ],\n [\n -69.31128430453131,\n 40.7769102537803\n ],\n [\n -79.67586841031775,\n 40.7769102537803\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8c69","contributors":{"authors":[{"text":"Leahy, P.P.","contributorId":104896,"corporation":false,"usgs":true,"family":"Leahy","given":"P.P.","email":"","affiliations":[],"preferred":false,"id":219828,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, Mary","contributorId":7290,"corporation":false,"usgs":true,"family":"Martin","given":"Mary","affiliations":[],"preferred":false,"id":219827,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":42174,"text":"ofr9327 - 1993 - Altitude and configuration of the potentiometric surface in Plumstead Township, Bucks County, Pennsylvania, June 1991 through November 1991","interactions":[],"lastModifiedDate":"2017-06-13T14:11:03","indexId":"ofr9327","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-27","title":"Altitude and configuration of the potentiometric surface in Plumstead Township, Bucks County, Pennsylvania, June 1991 through November 1991","docAbstract":"No abstract 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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9327","usgsCitation":"Schreffler, C.L., 1993, Altitude and configuration of the potentiometric surface in Plumstead Township, Bucks County, Pennsylvania, June 1991 through November 1991: U.S. Geological Survey Open-File Report 93-27, 1 map :photocopy ;62 x 71 cm., on sheet 79 x 87 cm., https://doi.org/10.3133/ofr9327.","productDescription":"1 map :photocopy ;62 x 71 cm., on sheet 79 x 87 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":173449,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":79910,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0027/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db687328","contributors":{"authors":[{"text":"Schreffler, Curtis L. clschref@usgs.gov","contributorId":333,"corporation":false,"usgs":true,"family":"Schreffler","given":"Curtis","email":"clschref@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":226029,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":41887,"text":"ofr9375 - 1993 - Approximate altitude of water levels in wells completed in the Chicot and Evangeline aquifers in the Houston area, Texas, January-February 1991","interactions":[],"lastModifiedDate":"2016-08-15T12:05:00","indexId":"ofr9375","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-75","title":"Approximate altitude of water levels in wells completed in the Chicot and Evangeline aquifers in the Houston area, Texas, January-February 1991","docAbstract":"This report is one in a series of reports that annually depict altitudes of water levels since 1977, the most recent of which (Barbie and others, 1991) presented maps of the altitudes of water levels for 1990. This report was prepared in cooperation with the City of Houston and the Harris-Galveston Coastal Subsidence District, and preents approximate altitudes of water levels in wells in the Chicot and Evangeline aquifers, in the Houston area, January-February 1991.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9375","usgsCitation":"Barbie, D.L., Kasmarek, M.C., and Campodonico, A., 1993, Approximate altitude of water levels in wells completed in the Chicot and Evangeline aquifers in the Houston area, Texas, January-February 1991: U.S. Geological Survey Open-File Report 93-75, 2 Plates: 35.88 x 26.10 inches and 35.90 x 25.85 inches, https://doi.org/10.3133/ofr9375.","productDescription":"2 Plates: 35.88 x 26.10 inches and 35.90 x 25.85 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":136455,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr9375.PNG"},{"id":79612,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0075/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79611,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0075/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a229","contributors":{"authors":[{"text":"Barbie, Dana L.","contributorId":64632,"corporation":false,"usgs":true,"family":"Barbie","given":"Dana","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":225676,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kasmarek, Mark C. 0000-0003-2808-2506 mckasmar@usgs.gov","orcid":"https://orcid.org/0000-0003-2808-2506","contributorId":1968,"corporation":false,"usgs":true,"family":"Kasmarek","given":"Mark","email":"mckasmar@usgs.gov","middleInitial":"C.","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":225675,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Campodonico, Al","contributorId":32505,"corporation":false,"usgs":true,"family":"Campodonico","given":"Al","email":"","affiliations":[],"preferred":false,"id":225674,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":40888,"text":"ofr93654 - 1993 - Potentiometric surface of the upper Patapsco Aquifer in southern Maryland, September 1991","interactions":[],"lastModifiedDate":"2012-02-02T00:10:32","indexId":"ofr93654","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-654","title":"Potentiometric surface of the upper Patapsco Aquifer in southern Maryland, September 1991","docAbstract":"A map showing the potentiometric surface of the upper Patapsco aquifer in the Patapsco Formation of Cretaceous age in southern Maryland during September 1991 was prepared from water levels measured in wells. The potentiometric surface was at least 70 feet above sea level near the northwestern boundary and outcrop area of the aquifer in a topographically high area of Anne Arundel County, and at least 56 feet above sea level in a similar setting in Prince Georges County. From these high areas, the potentiometric surface declined to the south and southeast toward large well fields in the Annapolis and Waldorf areas and at the Chalk Point powerplant.","language":"ENGLISH","doi":"10.3133/ofr93654","usgsCitation":"Curtin, S.E., Andreasen, D.C., and Mack, F., 1993, Potentiometric surface of the upper Patapsco Aquifer in southern Maryland, September 1991: U.S. Geological Survey Open-File Report 93-654, 1 map :photocopy ;22 x 17 cm., https://doi.org/10.3133/ofr93654.","productDescription":"1 map :photocopy ;22 x 17 cm.","costCenters":[],"links":[{"id":173695,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0654/report-thumb.jpg"},{"id":78762,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0654/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db68295a","contributors":{"authors":[{"text":"Curtin, Stephen E. securtin@usgs.gov","contributorId":3703,"corporation":false,"usgs":true,"family":"Curtin","given":"Stephen","email":"securtin@usgs.gov","middleInitial":"E.","affiliations":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"preferred":true,"id":224117,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":224118,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mack, Frederick K.","contributorId":95858,"corporation":false,"usgs":true,"family":"Mack","given":"Frederick K.","affiliations":[],"preferred":false,"id":224119,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":38876,"text":"pp497H - 1993 - Earth-Fissure Movements Associated with Fluctuations in Ground-Water Levels near the Picacho Mountains, South-Central Arizona, 1980-84","interactions":[{"subject":{"id":18411,"text":"ofr90561 - 1991 - Earth-fissure movements associated with fluctuations in ground-water levels near the Picacho Mountains, south-central Arizona, 1980-84","indexId":"ofr90561","publicationYear":"1991","noYear":false,"title":"Earth-fissure movements associated with fluctuations in ground-water levels near the Picacho Mountains, south-central Arizona, 1980-84"},"predicate":"SUPERSEDED_BY","object":{"id":38876,"text":"pp497H - 1993 - Earth-Fissure Movements Associated with Fluctuations in Ground-Water Levels near the Picacho Mountains, South-Central Arizona, 1980-84","indexId":"pp497H","publicationYear":"1993","noYear":false,"chapter":"H","title":"Earth-Fissure Movements Associated with Fluctuations in Ground-Water Levels near the Picacho Mountains, South-Central Arizona, 1980-84"},"id":1}],"lastModifiedDate":"2012-02-10T00:10:10","indexId":"pp497H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"497","chapter":"H","title":"Earth-Fissure Movements Associated with Fluctuations in Ground-Water Levels near the Picacho Mountains, South-Central Arizona, 1980-84","docAbstract":"The Picacho earth fissure transects subsiding alluvial sediments near the east periphery of the Picacho basin in south-central Arizona. The basin has undergone land subsidence of as much as 3.8 meters since the 1930's owing to compaction of the aquifer system in response to ground-water-Ievel declines that have exceeded 100 meters. The fissure, which extends generally north-south for 15 kilometers, exhibits horizontal tensile failure and as much as 0.6 meter of normal dip-slip movement at the land surface. The west side of the fissure is down thrown. The fissure was observed as early as 1927 and is the longest earth fissure in Arizona.\r\n\r\nVertical and horizontal displacements were monitored along a line normal to the fissure. The survey line extends from a bedrock outcrop in the Picacho Mountains on the east, past an observation well near the fissure, to a point 1,422 meters to the west. From May 1980 to May 1984, the downthrown west side of the fissure subsided 167+-1.8 millimeters and moved 18+-1.5 millimeters westward into the basin. Concurrently, the relatively upthrown east side subsided 148+-1.8 millimeters and moved 14+-1.5 millimeters westward. Dislocation modeling of deformation along the survey line near the fissure indicates that dip-slip movement has occurred along a vertical fault surface that extends from the land surface to a depth of about 300 meters. Slip was 9 millimeters from May to December 1980 and also 9 millimeters from March to November 1981.\r\n\r\nContinuous measurements were made of horizontal movement across the fissure using a buried invar-wire horizontal extensometer, while water-level fluctuations were continuously monitored in four piezometers nested in two observation wells. The range of horizontal movement was 4.620 millimeters, and the range of water-level fluctuation in the nearest piezometer in the deep alluvium was 9.05 meters. The maximum annual opening of the fissure during the study period was 3.740 millimeters from March to October 1981, while the water level declined 7.59 meters. The fissure closed 1.033 millimeters from October 1981 to March 1982, while the water level recovered 6.94 meters. Opening and closing of the fissure were smooth and were correlated with water-level decline and recovery, respectively, recorded in the nearby piezometers. Pearson correlation coefficients between the water-level fluctuations in the deeper piezometers and horizontal movement ranged from 0.913 to 0.925. The correlogram with water-level decline as ordinate and horizontal strain as abscissa exhibits hysteresis loops for annual cycles of water-level fluctuation as well as near-vertical excursions for shorter cycles of pumping and recovery.\r\n\r\nVertical and horizontal displacements also were monitored along a second survey line 1 kilometer north of and nearly parallel to the first survey line. The north line extends from bedrock on the east across three fissures to a point 582 meters to the west but does not cross the Picacho earth fissure. From May 1980 to May 1984, the fissure farthest from the mountain front along this line exhibited 20+-1 millimeters of opening and 33.3+-1.1 millimeters of vertical offset; the west side of the fissure was downthrown. During the same period, the zone between this fissure and the mountain front exhibited compression.\r\n\r\nThe hypothesis of generalized differential compaction is supported by data taken at the study site for several reasons. First, the vertical offset across fissures and the fit of deformation to a dislocation model are consistent with an elastic model of differential vertical movement deep in the alluvium. Second, correlation is high between horizontal movement across the Picacho earth fissure and water-level fluctuations in the deeper local piezometers. Third, correlation is high between horizontal movement across the fissure and compaction farther west in the basin. The hypothesis of rotation of a rigid plate is not supported because (1) fissures sometime","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/pp497H","usgsCitation":"Carpenter, M.C., 1993, Earth-Fissure Movements Associated with Fluctuations in Ground-Water Levels near the Picacho Mountains, South-Central Arizona, 1980-84: U.S. Geological Survey Professional Paper 497, iv, H1-H49, https://doi.org/10.3133/pp497H.","productDescription":"iv, H1-H49","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":122303,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0497h/report-thumb.jpg"},{"id":65877,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0497h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112,32.5 ], [ -112,33.25 ], [ -111.25,33.25 ], [ -111.25,32.5 ], [ -112,32.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c14b","contributors":{"authors":[{"text":"Carpenter, M. C.","contributorId":101672,"corporation":false,"usgs":true,"family":"Carpenter","given":"M.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":220591,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":41797,"text":"ofr9386 - 1993 - Approximate changes in water levels in wells completed in the Chicot and Evangeline aquifers, 1977-93 and 1992-93, and measured compaction, 1973-92, in the Houston-Galveston region, Texas","interactions":[],"lastModifiedDate":"2016-08-15T12:16:08","indexId":"ofr9386","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-86","title":"Approximate changes in water levels in wells completed in the Chicot and Evangeline aquifers, 1977-93 and 1992-93, and measured compaction, 1973-92, in the Houston-Galveston region, Texas","docAbstract":"This report is one in a series of reports that depict water-level changes since 1977 and compaction of subsurface material since 1973. The report was prepared in cooperation with the Harris-Galveston Coastal Subsidence District and the City of Houston, and presents maps showing the approximate changes in water levels in wells completed in the Chicot and Evangeline aquifers, 1977-93 and 1992-93 (figs. 1-4), and measured compaction, 1973-92 (figs. 5 and 6), in the Houston-Galveston region. The Houston-Galveston region includes Harris and Galveston Counties and adjacent parts of Brazoria, Fort Bend, Waller, Montgomery, Liberty, and Chambers Counties.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9386","usgsCitation":"Kasmarek, M.C., Coplin, L., and Campodonico, A., 1993, Approximate changes in water levels in wells completed in the Chicot and Evangeline aquifers, 1977-93 and 1992-93, and measured compaction, 1973-92, in the Houston-Galveston region, Texas: U.S. Geological Survey Open-File Report 93-86, 7 Plates, https://doi.org/10.3133/ofr9386.","productDescription":"7 Plates","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":79509,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0086/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79510,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0086/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79511,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0086/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79513,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0086/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79514,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0086/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79515,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0086/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79516,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0086/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168562,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0086/report-thumb.jpg"},{"id":79512,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0086/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a1ea","contributors":{"authors":[{"text":"Kasmarek, Mark C. 0000-0003-2808-2506 mckasmar@usgs.gov","orcid":"https://orcid.org/0000-0003-2808-2506","contributorId":1968,"corporation":false,"usgs":true,"family":"Kasmarek","given":"Mark","email":"mckasmar@usgs.gov","middleInitial":"C.","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":225542,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Coplin, L.S.","contributorId":49366,"corporation":false,"usgs":true,"family":"Coplin","given":"L.S.","affiliations":[],"preferred":false,"id":225544,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Campodonico, Al","contributorId":32505,"corporation":false,"usgs":true,"family":"Campodonico","given":"Al","email":"","affiliations":[],"preferred":false,"id":225543,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":39622,"text":"pp1414E - 1993 - Hydrology of the Great Plains aquifer system in Nebraska, Colorado, Kansas, and adjacent areas","interactions":[],"lastModifiedDate":"2017-09-20T17:00:47","indexId":"pp1414E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"1414","chapter":"E","title":"Hydrology of the Great Plains aquifer system in Nebraska, Colorado, Kansas, and adjacent areas","language":"ENGLISH","doi":"10.3133/pp1414E","usgsCitation":"Helgesen, J.O., Leonard, R.B., and Wolf, R.J., 1993, Hydrology of the Great Plains aquifer system in Nebraska, Colorado, Kansas, and adjacent areas: U.S. Geological Survey Professional Paper 1414, p. E1-E80; 10 plates in separate case, https://doi.org/10.3133/pp1414E.","productDescription":"p. E1-E80; 10 plates in separate case","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":67246,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67247,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67248,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67249,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67250,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67251,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67252,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67253,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67254,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67255,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1414e/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":67256,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1414e/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":104645,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4874.htm","linkFileType":{"id":5,"text":"html"},"description":"4874"},{"id":120406,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1414e/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601d72","contributors":{"authors":[{"text":"Helgesen, J. O.","contributorId":62600,"corporation":false,"usgs":true,"family":"Helgesen","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":221825,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Leonard, R. B.","contributorId":32917,"corporation":false,"usgs":true,"family":"Leonard","given":"R.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":221824,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wolf, R. J.","contributorId":21518,"corporation":false,"usgs":true,"family":"Wolf","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":221823,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":39620,"text":"pp1410D - 1993 - Geochemistry of ground water in the Southeastern Coastal Plain aquifer system in Mississippi, Alabama, Georgia, and South Carolina","interactions":[],"lastModifiedDate":"2017-01-11T10:19:57","indexId":"pp1410D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"1410","chapter":"D","title":"Geochemistry of ground water in the Southeastern Coastal Plain aquifer system in Mississippi, Alabama, Georgia, and South Carolina","language":"ENGLISH","doi":"10.3133/pp1410D","usgsCitation":"Lee, R.W., 1993, Geochemistry of ground water in the Southeastern Coastal Plain aquifer system in Mississippi, Alabama, Georgia, and South Carolina: U.S. Geological Survey Professional Paper 1410, p. 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W.","contributorId":86757,"corporation":false,"usgs":true,"family":"Lee","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":221818,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":41798,"text":"ofr9381 - 1993 - Approximate changes in water levels in wells completed in the Chicot and Evangeline aquifers, 1990-93 and 1992-93, in Fort Bend County and adjacent areas, Texas","interactions":[],"lastModifiedDate":"2016-08-15T12:11:52","indexId":"ofr9381","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-81","title":"Approximate changes in water levels in wells completed in the Chicot and Evangeline aquifers, 1990-93 and 1992-93, in Fort Bend County and adjacent areas, Texas","docAbstract":"This report was prepared in cooperation with the Fort Bend Subsidence District and presents data on water-level changes in wells during 1990-93 and 1992-93 in the Chicot and Evangeline aquifers (figs. 1-4) in Fort Bend County. Water-level changes maps were prepared previously by Locke (1990), and Locke and Santos (1992) for both aquifers, and by Wesselman (1972) for the Chicot aquifers.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9381","usgsCitation":"Santos, H.X., and Barbie, D.L., 1993, Approximate changes in water levels in wells completed in the Chicot and Evangeline aquifers, 1990-93 and 1992-93, in Fort Bend County and adjacent areas, Texas: U.S. Geological Survey Open-File Report 93-81, 4 Plates: 29.52 x 25.95 inches or smaller, https://doi.org/10.3133/ofr9381.","productDescription":"4 Plates: 29.52 x 25.95 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":168563,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr9381.PNG"},{"id":79518,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0081/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79517,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0081/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79519,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0081/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79520,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0081/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a1e5","contributors":{"authors":[{"text":"Santos, Horatio X.","contributorId":105348,"corporation":false,"usgs":true,"family":"Santos","given":"Horatio","email":"","middleInitial":"X.","affiliations":[],"preferred":false,"id":225546,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barbie, Dana L.","contributorId":64632,"corporation":false,"usgs":true,"family":"Barbie","given":"Dana","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":225545,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":40908,"text":"ofr93652 - 1993 - Potentiometric surface of the Aquia Aquifer in southern Maryland, September 1991","interactions":[],"lastModifiedDate":"2012-02-02T00:10:53","indexId":"ofr93652","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-652","title":"Potentiometric surface of the Aquia Aquifer in southern Maryland, September 1991","docAbstract":"A map showing the potentiometric surface of the Aquia aquifer in the Aquia Formation of Paleocene age in southern Maryland during September 1991 was prepared from water levels measured in 82 wells. The potentiometric surface was above sea level near the northwestern boundary and outcrop area of the aquifer in topographically high areas of Anne Arundel and Prince Georges Counties, and was below sea level in the remainder of the study area. The hydraulic gradient was directed southeastward toward an extensive cone of depression around well fields at Lexington Park and Solomons Island. Groundwater levels were more than 60 feet below sea level in a 60-sq-mi area surrounding the deepest part of the cone of depression and 117 feet below sea level in one well near the center of the cone.","language":"ENGLISH","doi":"10.3133/ofr93652","usgsCitation":"Curtin, S.E., Andreasen, D.C., and Mack, F., 1993, Potentiometric surface of the Aquia Aquifer in southern Maryland, September 1991: U.S. Geological Survey Open-File Report 93-652, 1 map :photocopy ;22 x 17 cm., https://doi.org/10.3133/ofr93652.","productDescription":"1 map :photocopy ;22 x 17 cm.","costCenters":[],"links":[{"id":171003,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1993/0652/report-thumb.jpg"},{"id":78791,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1993/0652/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b08e4b07f02db69ba8c","contributors":{"authors":[{"text":"Curtin, Stephen E. securtin@usgs.gov","contributorId":3703,"corporation":false,"usgs":true,"family":"Curtin","given":"Stephen","email":"securtin@usgs.gov","middleInitial":"E.","affiliations":[{"id":374,"text":"Maryland Water Science Center","active":true,"usgs":true}],"preferred":true,"id":224160,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Andreasen, D. C.","contributorId":32565,"corporation":false,"usgs":true,"family":"Andreasen","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":224161,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mack, Frederick K.","contributorId":95858,"corporation":false,"usgs":true,"family":"Mack","given":"Frederick K.","affiliations":[],"preferred":false,"id":224162,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":41886,"text":"ofr9362 - 1993 - Approximate altitude of water levels in wells completed in the Chicot and Evangeline aquifers in Fort Bend County and adjacent areas, Texas, January-February 1991","interactions":[],"lastModifiedDate":"2023-01-12T21:10:34.951913","indexId":"ofr9362","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-62","title":"Approximate altitude of water levels in wells completed in the Chicot and Evangeline aquifers in Fort Bend County and adjacent areas, Texas, January-February 1991","docAbstract":"This report was prepared in cooperation with the Fort Bend Subsidence District, and presents maps of the approximate altitude of water levels in wells completed in the Chicot and Evangeline aquifers (figs. -2) during January-February 1991 in Fort Bend County and adjacent areas, Texas. These approximate altitudes of water levels give an approximate depth to potable ground water within Fort Bend County and can be used to estimate depth for installing well pumps.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9362","usgsCitation":"Locke, G.L., 1993, Approximate altitude of water levels in wells completed in the Chicot and Evangeline aquifers in Fort Bend County and adjacent areas, Texas, January-February 1991: U.S. Geological Survey Open-File Report 93-62, 2 Plates: 30.51 x 21.94 inches and 30.50 x 22.47 inches, https://doi.org/10.3133/ofr9362.","productDescription":"2 Plates: 30.51 x 21.94 inches and 30.50 x 22.47 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":136906,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr9362.PNG"},{"id":411806,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_12614.htm","linkFileType":{"id":5,"text":"html"}},{"id":79610,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0062/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":79609,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0062/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","county":"Fort Bend County","otherGeospatial":"Chicot and Evangeline aquifers","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -95.326,\n 29.813\n ],\n [\n -96.105,\n 29.813\n ],\n [\n -96.105,\n 29.261\n ],\n [\n -95.326,\n 29.261\n ],\n [\n -95.326,\n 29.813\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cce4b07f02db544505","contributors":{"authors":[{"text":"Locke, Glenn L. gllocke@usgs.gov","contributorId":2479,"corporation":false,"usgs":true,"family":"Locke","given":"Glenn","email":"gllocke@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":225673,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":34509,"text":"b2062 - 1993 - Geology and mineral resource assessment of the Venezuelan Guayana Shield","interactions":[],"lastModifiedDate":"2012-02-02T00:09:24","indexId":"b2062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2062","title":"Geology and mineral resource assessment of the Venezuelan Guayana Shield","language":"ENGLISH","publisher":"U.S. G.P.O. ; For sale by USGS Map Distribution,","doi":"10.3133/b2062","usgsCitation":"Water Resources Division, U.S. Geological Survey, and Corporacion Venezolana de Guayana., 1993, Geology and mineral resource assessment of the Venezuelan Guayana Shield: U.S. Geological Survey Bulletin 2062, vii, 121 p. ill. (some col.), col. maps ;28 cm., https://doi.org/10.3133/b2062.","productDescription":"vii, 121 p. ill. (some col.), col. maps ;28 cm.","costCenters":[],"links":[{"id":164137,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/2062/report-thumb.jpg"},{"id":62392,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/2062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db685114","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529514,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Corporacion Venezolana de Guayana.","contributorId":127974,"corporation":true,"usgs":false,"organization":"Corporacion Venezolana de Guayana.","id":529513,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":42302,"text":"ofr9328 - 1993 - Altitude and configuration of the potentiometric surface in New Hope Borough and Solebury Township, Bucks County, Pennsylvania, October 1991 through April 1992","interactions":[],"lastModifiedDate":"2017-06-13T14:09:09","indexId":"ofr9328","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"93-28","title":"Altitude and configuration of the potentiometric surface in New Hope Borough and Solebury Township, Bucks County, Pennsylvania, October 1991 through April 1992","docAbstract":"No abstract available
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr9328","usgsCitation":"Schreffler, C.L., 1993, Altitude and configuration of the potentiometric surface in New Hope Borough and Solebury Township, Bucks County, Pennsylvania, October 1991 through April 1992: U.S. Geological Survey Open-File Report 93-28, 2 maps ;62 x 59 cm. and 46 x 59 cm., on sheet 75 x 135 cm., folded in envelope 23 x 20 cm., https://doi.org/10.3133/ofr9328.","productDescription":"2 maps ;62 x 59 cm. and 46 x 59 cm., on sheet 75 x 135 cm., folded in envelope 23 x 20 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":136629,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":80072,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1993/0028/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db6872e8","contributors":{"authors":[{"text":"Schreffler, Curtis L. clschref@usgs.gov","contributorId":333,"corporation":false,"usgs":true,"family":"Schreffler","given":"Curtis","email":"clschref@usgs.gov","middleInitial":"L.","affiliations":[],"preferred":true,"id":226254,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38459,"text":"pp1414B - 1993 - Regional aquifers in Kansas, Nebraska, and parts of Arkansas, Colorado, Missouri, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: Geohydrologic framework","interactions":[],"lastModifiedDate":"2022-12-22T19:40:06.531886","indexId":"pp1414B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1993","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":"1414","chapter":"B","title":"Regional aquifers in Kansas, Nebraska, and parts of Arkansas, Colorado, Missouri, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: Geohydrologic framework","docAbstract":"Regional aquifers are described within a 370,000-square-mile area extending from the foothills of the Rocky Mountains in Colorado to the Missouri and Mississippi Rivers in eastern Nebraska and Missouri, and from South Dakota to the Ouachita, Arbuckle, and Wichita Mountains of Arkansas and Oklahoma.
\nThe present geohydrologic framework of aquifers and confining units in this area is controlled by topography, geologic structures, and hydraulic properties. All of these characteristics are the result of past geologic and hydrologic processes. From the end of the Precambrian to Late Cambrian time, the area was above sea level, and an uneven erosional surface had developed on the fractured crystalline rocks. From Late Cambrian through Middle Ordovician time, a transgressive but cyclic sea covered the area. The oldest deposits were mostly permeable sand followed by slightly permeable calcareous mud consisting of aragonite and algal remains.
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