{"pageNumber":"1343","pageRowStart":"33550","pageSize":"25","recordCount":46734,"records":[{"id":18108,"text":"ofr94709 - 1994 - Subsurface investigation for liquefaction analysis and piezometer calibration at Treasure Island Naval Station, California","interactions":[],"lastModifiedDate":"2019-08-29T13:35:34","indexId":"ofr94709","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-709","title":"Subsurface investigation for liquefaction analysis and piezometer calibration at Treasure Island Naval Station, California","docAbstract":"<p>Between January and March, 1994, a drilling program was conducted at the Treasure Island Naval Station to evaluate the liquefaction resistance of soils that did and did not liquefy during the Loma Prieta, California, earthquake of October 17, 1989. A second goal of this drilling program was to test and calibrate a retrievable piezometer system that is designed to monitor dynamic pore-water pressure during liquefaction.</p><p>Retrievable Piezometer </p><p>A retrievable piezometer can be used to replace failed transducers without redrilling, and the external casing can be installed without the piezometer itself. Many external casings can be installed throughout a region and used only when necessary.</p><p>At two sites the USGS retrievable piezometer was placed at depths between 2.3 and 4.6m. The retrievable piezometer involves augering a hole to the testing depth and emplacing a 33-mm outside diameter pvc pipe with a porous stone. The hole is back filled and sealed with bentonite, the top of the boring is capped with a box flush to the ground. Later, a commercial transducer is connected to a 21-mm outside diameter pvc pipe and lowered down the 33 mm casing and screwed into the bottom porous-stone assembly. A calibrating transducer (the same type and model as in the USGS retrievable piezometer) was installed inside a penetrometer with a 60° conical tip and an external sleeve that protects the porous filter, located immediately behind the tip, during advancement through dry soil. After the instrument was advanced to the proper depth the tip with the porous filter was advanced past the protective sleeve. Pore pressure was elevated separately by dynamic impact and blasting.</p><p>The first calibration tests were conducted within the U.S. Geotechnical Test Site established at the Treasure Island fire station (building 157) (de Alba and others, 1994). A 590 kg weight (diameter 72 cm) was dropped 0.69 to 1.63 m onto a steel plate (91 cm square, 0.6 cm thick) to elevate pore pressure, each test involved dropping the weight one time. The surficial distance from the energy source to the piezometers ranged from 1 to 3.6 m. At an empty field (bounded by 11th and 13th streets and H and I ave) pore pressure was elevated using the 590 kg weight and no. 8 blasting caps (50 grains, 3 grams) and primer cord. The explosives were placed 2 m from the piezometers at depths of 2.4 to 2.7 m. A USGS explosives expert handled the explosives under the supervision of Navy personnel.</p><p>Liquefaction </p><p>Gray and brown, fine to medium grained sand was hydraulically dredged from San Francisco Bay to create Treasure Island (fig. 1). During the Loma Prieta earthquake Treasure Island experience a peak ground acceleration of 0.16 g (Shakal and other, 1989) and portions of the soil beneath Treasure Island liquefied and were vented to the ground surface as sand boils. During November, 1989, a survey of Treasure Island was made to document ground effects such as sand boils, settlement, and ground cracking. During this survey samples of more than 30 sand boils were taken for grain size analysis (Bennett, in press).</p><p>Although the soil beneath the fire station did not liquefy, surrounding areas did. The surrounding liquefaction may have affected the peak ground acceleration. Fifteen seconds into the acceleration record at the fire station there is a sudden drop in ground acceleration, and 16 seconds into the record there is practically no response (Idriss, 1991). De Alba and others (1994) ascribe the behavior of the acceleration record to the liquefaction of the underlying sand.</p><p>Besides the generation of sand boils, Treasure Island experienced significant ground settlement and lateral deformation that damaged lifelines for water and gas (Seed and others, 1990).</p><p>The primary objective of this report is to document the subsurface stratigraphy at the liquefaction and non-liquefaction sites (fig. 2), and to explore the relation between sand boils and subsurface sediment. This documentation adds to the geotechnical data base of liquefaction by clarifying which layers actually liquefy during earthquakes. Another objective is to briefly describe the piezometer calibration test in terms of what was done and where it was done, results of the calibration work will be reported later by the primary investigator, Behnam Hushmand of Hushmand Associates. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr94709","usgsCitation":"Bennett, M.J., 1994, Subsurface investigation for liquefaction analysis and piezometer calibration at Treasure Island Naval Station, California: U.S. Geological Survey Open-File Report 94-709, 41 p., https://doi.org/10.3133/ofr94709.","productDescription":"41 p.","costCenters":[],"links":[{"id":367101,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0709/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":149287,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0709/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Treasure Island Naval Station","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.39078521728516,\n              37.804358908571395\n            ],\n            [\n              -122.3495864868164,\n              37.804358908571395\n            ],\n            [\n              -122.3495864868164,\n              37.835818618104156\n            ],\n            [\n              -122.39078521728516,\n              37.835818618104156\n            ],\n            [\n              -122.39078521728516,\n              37.804358908571395\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db6999e2","contributors":{"authors":[{"text":"Bennett, Michael J. mjbennett@usgs.gov","contributorId":2783,"corporation":false,"usgs":true,"family":"Bennett","given":"Michael","email":"mjbennett@usgs.gov","middleInitial":"J.","affiliations":[{"id":237,"text":"Earthquake Science Center","active":true,"usgs":true}],"preferred":true,"id":178562,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19506,"text":"ofr94490 - 1994 - Report of the Interagency biological methods workshop","interactions":[],"lastModifiedDate":"2012-02-02T00:07:33","indexId":"ofr94490","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-490","title":"Report of the Interagency biological methods workshop","docAbstract":"The U.S. Geological Survey hosted the Interagency Biological Methods Workshop in Reston, Virginia, during June 22-23, 1993. The purposes of the workshop were to (1) promote better communication among Federal agencies that are using or developing biological methods in water-quality assessment programs for streams and rivers, and (2) facilitate the sharing of data and interagency collaboration. The workshop was attended by 45 biologists representing numerous Federal agencies and programs, and a few regional and State programs that were selected to provide additional perspectives. The focus of the workshop was community assessment methods for fish, invertebrates, and algae; physical habitat characterization; and chemical analyses of biological tissues. Charts comparing program objectives, design features, and sampling methods were compiled from materials that were provided by participating agencies prior to the workshop and formed the basis for small workgroup discussions. Participants noted that differences in methods among programs were often necessitated by differences in program objectives. However, participants agreed that where programs have identified similar data needs, the use of common methods is beneficial. Opportunities discussed for improving data compatibility and information sharing included (1) modifying existing methods, (2) adding parameters, (3) improving access to data through shared databases (potentially with common database structures), and (4) future collaborative efforts that range from research on selected protocol questions to followup meetings and continued discussions.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr94490","usgsCitation":"Gurtz, M.E., and Muir, T.A., 1994, Report of the Interagency biological methods workshop: U.S. Geological Survey Open-File Report 94-490, viii, 85 p. ;28 cm., https://doi.org/10.3133/ofr94490.","productDescription":"viii, 85 p. ;28 cm.","costCenters":[],"links":[{"id":151517,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0490/report-thumb.jpg"},{"id":48965,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0490/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686531","contributors":{"authors":[{"text":"Gurtz, Martin E. megurtz@usgs.gov","contributorId":2987,"corporation":false,"usgs":true,"family":"Gurtz","given":"Martin","email":"megurtz@usgs.gov","middleInitial":"E.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":false,"id":181028,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Muir, Thomas A.","contributorId":88379,"corporation":false,"usgs":true,"family":"Muir","given":"Thomas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":181029,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17243,"text":"ofr94381 - 1994 - Hydrologic data for northern Bucks County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-13T10:26:56","indexId":"ofr94381","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-381","title":"Hydrologic data for northern Bucks County, Pennsylvania","docAbstract":"Hydrologic and water-quality data were collected in northern Bucks County, Pa., as part of a study conducted by the U.S. Geological Survey, in cooperation with Bridgeton, Buckingham, Nockamixon, Plumstead, Solebury, Springfield, Tinicum, and Wrightstown Townships and New Hope Borough. Hydrologic data on ground water and surface water were collected to provide basic information on the quality and quantity of water resources in northern Bucks County. \r\n\r\n      Ground-water data include descriptions of 1,357 wells and water levels for 28 observation wells measured during 1990-93. Ground-water-quality analyses for 117 wells include physical properties and concentrations of major ions, nutrients, selected metals and other trace constituents, radon, and volatile organic compounds. Surface-water data include chemical analyses of water samples collected at sites on Beaver Creek, Crooks Creek, Geddes Run, Little Tinicum Creek, Paunnacussing Creek, Pidcock Creek, Rapp Creek, Smithtown Creek, and Tinicum Creek.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr94381","usgsCitation":"Schreffler, C.L., McManus, B., Rowland-Lesitsky, C.J., and Sloto, R., 1994, Hydrologic data for northern Bucks County, Pennsylvania: U.S. Geological Survey Open-File Report 94-381, iv, 90 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr94381.","productDescription":"iv, 90 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":149360,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0381/report-thumb.jpg"},{"id":21610,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1994/0381/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":46392,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0381/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c80e","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":175571,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McManus, B. C.","contributorId":45731,"corporation":false,"usgs":true,"family":"McManus","given":"B. C.","affiliations":[],"preferred":false,"id":175573,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rowland-Lesitsky, C. J.","contributorId":52982,"corporation":false,"usgs":true,"family":"Rowland-Lesitsky","given":"C.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":175574,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sloto, R. A.","contributorId":36155,"corporation":false,"usgs":true,"family":"Sloto","given":"R. A.","affiliations":[],"preferred":false,"id":175572,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":19541,"text":"ofr94509 - 1994 - Hydrologic, water-quality, and meteorologic data from selected sites in the Upper Catawba River Basin, North Carolina, January 1993 through March 1994","interactions":[],"lastModifiedDate":"2017-01-04T11:47:32","indexId":"ofr94509","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-509","title":"Hydrologic, water-quality, and meteorologic data from selected sites in the Upper Catawba River Basin, North Carolina, January 1993 through March 1994","docAbstract":"Hydrologic, water-quality, and meteorologic data were collected from January 1993 through March 1994 as part of a water-quality investigation of the Upper Catawba River Basin, North Carolina. Specific objectives of the investigation were to characterize the water quality of Rhodhiss Lake, Lake Hickory, and three tributary streams, and to calibrate hydrodynamic water-quality models for the two reservoirs.\r\n\r\nSampling locations included 11 sites in Rhodhiss Lake, 14 sites in Lake Hickory, and 3 tributary sites. Tributary sites were located at Lower Creek upstream from Rhodhiss Lake and at Upper Little River and Middle Little River upstream from Lake Hickory. During 21 sampling visits, specific conductance, pH, water temperature, dissolved-oxygen concentration, and water transparency were measured at all sampling locations. Water samples were collected for analysis of biochemical oxygen demand, fecal coliform bacteria, hardness, alkalinity, total and volatile suspended solids, suspended sediment, nutrients, total organic carbon, chlorophyll, iron, calcium, and magnesium from three sites in each reservoir and from the three tributary sites. Chemical and particle-size analyses of bottom material from Rhodhiss Lake and Lake Hickory were performed once during the study. At selected locations, automated instruments recorded water level, streamflow, water temperature, solar radiation, and air temperature at 15-minute intervals throughout the study.\r\n\r\nHydrologic data presented in the report include monthly water-level statistics and daily mean values of discharge. Diagrams, tables, and statistical summaries of water-quality data are provided. Meteorologic data in the report include monthly precipitation, and daily mean values of solar radiation and air temperature.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS ESIC, Open-File Reports Section [distributor],","doi":"10.3133/ofr94509","usgsCitation":"Jaynes, M., 1994, Hydrologic, water-quality, and meteorologic data from selected sites in the Upper Catawba River Basin, North Carolina, January 1993 through March 1994: U.S. Geological Survey Open-File Report 94-509, iv, 77 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr94509.","productDescription":"iv, 77 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":152211,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0509/report-thumb.jpg"},{"id":49012,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0509/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Upper Catawba River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.07841491699219,\n              35.745397676018534\n            ],\n            [\n              -81.05987548828125,\n              35.7944246009799\n            ],\n            [\n              -81.07429504394531,\n              35.846760876811395\n            ],\n            [\n              -81.12579345703125,\n              35.917971791312816\n            ],\n            [\n              -81.17660522460938,\n              36.030221194310705\n            ],\n            [\n              -81.22879028320312,\n              36.04077109130517\n            ],\n            [\n              -81.32560729980469,\n              36.03244234269516\n            ],\n            [\n              -81.45538330078125,\n              35.97633917493598\n            ],\n            [\n              -81.50413513183594,\n              35.940212068887455\n            ],\n            [\n              -81.55288696289062,\n              35.92909271208457\n            ],\n            [\n              -81.65863037109375,\n              35.9974519815276\n            ],\n            [\n              -81.78291320800781,\n              36.00300704420516\n            ],\n            [\n              -81.93260192871094,\n              36.017448375720896\n            ],\n            [\n              -81.98959350585936,\n              35.98356261296409\n            ],\n            [\n              -82.01774597167969,\n              35.92353244718235\n            ],\n            [\n              -82.01019287109375,\n              35.84787403967154\n            ],\n            [\n              -82.01019287109375,\n              35.77994251888403\n            ],\n            [\n              -82.09259033203125,\n              35.705819838018655\n            ],\n            [\n              -82.14752197265625,\n              35.68407153314097\n            ],\n            [\n              -82.27420806884766,\n              35.576358049114944\n            ],\n            [\n              -82.26322174072264,\n              35.56686337967425\n            ],\n            [\n              -82.2052001953125,\n              35.54116627999815\n            ],\n            [\n              -82.100830078125,\n              35.567980458012094\n            ],\n            [\n              -82.0184326171875,\n              35.59031875398378\n            ],\n            [\n              -81.8865966796875,\n              35.47856499535729\n            ],\n            [\n              -81.65176391601562,\n              35.6517169333161\n            ],\n            [\n              -81.43478393554688,\n              35.687417812220446\n            ],\n            [\n              -81.309814453125,\n              35.69634053686435\n            ],\n            [\n              -81.07841491699219,\n              35.745397676018534\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db688868","contributors":{"authors":[{"text":"Jaynes, M.L.","contributorId":45736,"corporation":false,"usgs":true,"family":"Jaynes","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":181091,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18410,"text":"ofr94491 - 1994 - Meteorological data for four sites at surface-disruption features in Yucca Flat, Nevada Test Site, Nye County, Nevada, 1985-86","interactions":[],"lastModifiedDate":"2012-02-02T00:07:24","indexId":"ofr94491","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-491","title":"Meteorological data for four sites at surface-disruption features in Yucca Flat, Nevada Test Site, Nye County, Nevada, 1985-86","docAbstract":"Surface-disruption features, or craters, resulting from underground nuclear testing at the Nevada Test Site may increase the potential for ground-water recharge in an area that would normally produce little, if any, recharge. This report presents selected meteorological data resulting from a study of two surface-disruption features during May 1985 through June 1986. The data were collected at four adjacent sites in Yucca Flat, about 56 kilometers north of Mercury, Nevada. Three sites (one in each of two craters and one at an undisturbed site at the original land surface) were instrumented to collect meteorological data for calculating bare-soil evaporation. These data include (1) long-wave radiation, (2) short-wave radiation, (3) net radiation, (4) air temperae, and (5) soil surface temperature. Meteorological data also were collected at a weather station at an undisturbed site near the study craters. Data collected at this site include (1) air temperature, (2) relative humidity, (3) wind velocity, and (4) wind direction.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nU.S. Geological Survey, Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr94491","usgsCitation":"Carman, R.L., 1994, Meteorological data for four sites at surface-disruption features in Yucca Flat, Nevada Test Site, Nye County, Nevada, 1985-86: U.S. Geological Survey Open-File Report 94-491, iii, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr94491.","productDescription":"iii, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":151232,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0491/report-thumb.jpg"},{"id":47748,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0491/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a50e4b07f02db629624","contributors":{"authors":[{"text":"Carman, Rita L.","contributorId":6468,"corporation":false,"usgs":true,"family":"Carman","given":"Rita","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":179072,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":19138,"text":"ofr91503 - 1994 - Water wells on St. Croix, U.S. Virgin Islands","interactions":[],"lastModifiedDate":"2023-08-18T11:30:00.985057","indexId":"ofr91503","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"91-503","title":"Water wells on St. Croix, U.S. Virgin Islands","docAbstract":"This report is a compilation of well-inventory data collected from December 1988 to September 1990 on St. Croix, U.S. Virgin Islands from 634 wells. The report includes well locations on 1982, 7.5 minute series, USGS topographic maps, which are published to scale, and tables of selected well data. The report includes the following well information: well name, U.S. Geological Survey Ground-Water Site Identification number, use of water, year well constructed, reported depth of well, measured depth of well, casing diameter, type of well finish and finish interval, land surface altitude of well, depth to water below land surface, date water level measured, and well yield.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr91503","usgsCitation":"Green, B., and Cherry, G., 1994, Water wells on St. Croix, U.S. Virgin Islands: U.S. Geological Survey Open-File Report 91-503, v, 119 p., https://doi.org/10.3133/ofr91503.","productDescription":"v, 119 p.","costCenters":[],"links":[{"id":153295,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1991/0503/report-thumb.jpg"},{"id":48604,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1991/0503/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"U.S. Virgin Islands, St. Croix","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -64.94502024554683,\n              17.819881966435986\n            ],\n            [\n              -64.94502024554683,\n              17.657759806684382\n            ],\n            [\n              -64.51124639649275,\n              17.657759806684382\n            ],\n            [\n              -64.51124639649275,\n              17.819881966435986\n            ],\n            [\n              -64.94502024554683,\n              17.819881966435986\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ac44","contributors":{"authors":[{"text":"Green, Bruce","contributorId":79129,"corporation":false,"usgs":true,"family":"Green","given":"Bruce","email":"","affiliations":[],"preferred":false,"id":180378,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cherry, Gregory","contributorId":33730,"corporation":false,"usgs":true,"family":"Cherry","given":"Gregory","affiliations":[],"preferred":false,"id":180377,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17276,"text":"ofr94299 - 1994 - International inventory of automated databases in the geosciences","interactions":[],"lastModifiedDate":"2012-02-02T00:07:21","indexId":"ofr94299","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-299","title":"International inventory of automated databases in the geosciences","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS ESIC-Open File Report Section [distributor],","doi":"10.3133/ofr94299","usgsCitation":"Gunderson, K., 1994, International inventory of automated databases in the geosciences: U.S. Geological Survey Open-File Report 94-299, 321 p, https://doi.org/10.3133/ofr94299.","productDescription":"321 p","costCenters":[],"links":[{"id":149864,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0299/report-thumb.jpg"},{"id":21588,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0299/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e07b3","contributors":{"authors":[{"text":"Gunderson, K.D.","contributorId":16850,"corporation":false,"usgs":true,"family":"Gunderson","given":"K.D.","email":"","affiliations":[],"preferred":false,"id":175718,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17124,"text":"ofr94680A - 1994 - Geochemical data and sample locality maps for stream-sediment, heavy-mineral-concentrate, mill tailing, water, and precipitate samples collected in and around the Holden mine, Chelan County, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:07:23","indexId":"ofr94680A","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-680","chapter":"A","title":"Geochemical data and sample locality maps for stream-sediment, heavy-mineral-concentrate, mill tailing, water, and precipitate samples collected in and around the Holden mine, Chelan County, Washington","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr94680A","usgsCitation":"Kilburn, J.E., Whitney, C., d’Angelo, W.M., Fey, D., Hopkins, R., Meier, A.L., Motooka, J.M., Roushey, B.H., and Sutley, S.J., 1994, Geochemical data and sample locality maps for stream-sediment, heavy-mineral-concentrate, mill tailing, water, and precipitate samples collected in and around the Holden mine, Chelan County, Washington: U.S. Geological Survey Open-File Report 94-680, 33 p. :maps ;28 cm., https://doi.org/10.3133/ofr94680A.","productDescription":"33 p. :maps ;28 cm.","costCenters":[],"links":[{"id":151269,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0680a/report-thumb.jpg"},{"id":46247,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0680a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae548","contributors":{"authors":[{"text":"Kilburn, James E.","contributorId":40189,"corporation":false,"usgs":true,"family":"Kilburn","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":175033,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Whitney, C.G.","contributorId":86361,"corporation":false,"usgs":true,"family":"Whitney","given":"C.G.","email":"","affiliations":[],"preferred":false,"id":175039,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"d’Angelo, W. M.","contributorId":55027,"corporation":false,"usgs":true,"family":"d’Angelo","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":175035,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Fey, D.L.","contributorId":44537,"corporation":false,"usgs":true,"family":"Fey","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":175034,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hopkins, R.T.","contributorId":80264,"corporation":false,"usgs":true,"family":"Hopkins","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":175036,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Meier, A. L.","contributorId":81480,"corporation":false,"usgs":true,"family":"Meier","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":175037,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Motooka, J. M.","contributorId":8834,"corporation":false,"usgs":true,"family":"Motooka","given":"J.","middleInitial":"M.","affiliations":[],"preferred":false,"id":175032,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Roushey, B. H.","contributorId":84387,"corporation":false,"usgs":true,"family":"Roushey","given":"B.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":175038,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Sutley, S. J.","contributorId":91484,"corporation":false,"usgs":true,"family":"Sutley","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":175040,"contributorType":{"id":1,"text":"Authors"},"rank":9}]}}
,{"id":32699,"text":"ofr94680B - 1994 - Geochemical data and sample locality maps for stream-sediment, heavy-mineral-concentrate, mill tailing, water and precipitate samples collected in and around the Holden mine, Chelan County, WA","interactions":[],"lastModifiedDate":"2013-09-17T15:20:00","indexId":"ofr94680B","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-680","chapter":"B","title":"Geochemical data and sample locality maps for stream-sediment, heavy-mineral-concentrate, mill tailing, water and precipitate samples collected in and around the Holden mine, Chelan County, WA","language":"ENGLISH","publisher":"Geological Survey (U.S.),","doi":"10.3133/ofr94680B","collaboration":"The USGS does not support this software or technical questions for the software associated with the publication.","usgsCitation":"Kilburn, J.E., Whitney, C., d’Angelo, W.M., Fey, D., Hopkins, R., Meier, A.L., Motooka, J.M., Roushey, B.H., and Sutley, S.J., 1994, Geochemical data and sample locality maps for stream-sediment, heavy-mineral-concentrate, mill tailing, water and precipitate samples collected in and around the Holden mine, Chelan County, WA: U.S. Geological Survey Open-File Report 94-680, 1 computer disk ;5 1/4 in., https://doi.org/10.3133/ofr94680B.","productDescription":"1 computer disk ;5 1/4 in.","costCenters":[],"links":[{"id":164073,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":277705,"type":{"id":4,"text":"Application Site"},"url":"https://pubs.usgs.gov/of/1994/0680b/application.zip"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae53d","contributors":{"authors":[{"text":"Kilburn, James E.","contributorId":40189,"corporation":false,"usgs":true,"family":"Kilburn","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":208956,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Whitney, C.G.","contributorId":86361,"corporation":false,"usgs":true,"family":"Whitney","given":"C.G.","email":"","affiliations":[],"preferred":false,"id":208962,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"d’Angelo, W. M.","contributorId":55027,"corporation":false,"usgs":true,"family":"d’Angelo","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":208958,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Fey, D.L.","contributorId":44537,"corporation":false,"usgs":true,"family":"Fey","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":208957,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hopkins, R.T.","contributorId":80264,"corporation":false,"usgs":true,"family":"Hopkins","given":"R.T.","email":"","affiliations":[],"preferred":false,"id":208959,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Meier, A. L.","contributorId":81480,"corporation":false,"usgs":true,"family":"Meier","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":208960,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Motooka, J. M.","contributorId":8834,"corporation":false,"usgs":true,"family":"Motooka","given":"J.","middleInitial":"M.","affiliations":[],"preferred":false,"id":208955,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Roushey, B. H.","contributorId":84387,"corporation":false,"usgs":true,"family":"Roushey","given":"B.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":208961,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Sutley, S. J.","contributorId":91484,"corporation":false,"usgs":true,"family":"Sutley","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":208963,"contributorType":{"id":1,"text":"Authors"},"rank":9}]}}
,{"id":31832,"text":"ofr94669A - 1994 - HyperCard database for Correlation of Marine and Terrestrial Records Project","interactions":[],"lastModifiedDate":"2012-02-02T00:09:04","indexId":"ofr94669A","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-669","chapter":"A","title":"HyperCard database for Correlation of Marine and Terrestrial Records Project","language":"ENGLISH","doi":"10.3133/ofr94669A","usgsCitation":"Phi, T.N., and Gardner, J.V., 1994, HyperCard database for Correlation of Marine and Terrestrial Records Project: U.S. Geological Survey Open-File Report 94-669, 12 p. : col. ill. ; 28 cm., https://doi.org/10.3133/ofr94669A.","productDescription":"12 p. : col. ill. ; 28 cm.","costCenters":[],"links":[{"id":160203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0669a/report-thumb.jpg"},{"id":60027,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0669a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc582","contributors":{"authors":[{"text":"Phi, Thang N.","contributorId":6102,"corporation":false,"usgs":true,"family":"Phi","given":"Thang","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":207037,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gardner, James V.","contributorId":93035,"corporation":false,"usgs":true,"family":"Gardner","given":"James","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":207038,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":31833,"text":"ofr94669B - 1994 - HyperCard database for Correlation of Marine and Terrestrial Records Project","interactions":[],"lastModifiedDate":"2012-02-02T00:09:04","indexId":"ofr94669B","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-669","chapter":"B","title":"HyperCard database for Correlation of Marine and Terrestrial Records Project","language":"ENGLISH","doi":"10.3133/ofr94669B","usgsCitation":"Phi, T.N., and Gardner, J.V., 1994, HyperCard database for Correlation of Marine and Terrestrial Records Project: U.S. Geological Survey Open-File Report 94-669, Two 3 1/2 inch diskettes. , https://doi.org/10.3133/ofr94669B.","productDescription":"Two 3 1/2 inch diskettes. ","costCenters":[],"links":[{"id":160204,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc59c","contributors":{"authors":[{"text":"Phi, Thang N.","contributorId":6102,"corporation":false,"usgs":true,"family":"Phi","given":"Thang","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":207039,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gardner, James V.","contributorId":93035,"corporation":false,"usgs":true,"family":"Gardner","given":"James","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":207040,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27425,"text":"wri944029 - 1994 - Surface-water-quality assessment of the Kentucky River Basin, Kentucky: Fixed-station network and selected water-quality data, April 1987 through August 1991","interactions":[],"lastModifiedDate":"2022-12-13T20:23:14.327586","indexId":"wri944029","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-4029","title":"Surface-water-quality assessment of the Kentucky River Basin, Kentucky: Fixed-station network and selected water-quality data, April 1987 through August 1991","docAbstract":"This report describes selected data-collection activities and the associated data collected during the Kentucky River Basin pilot study of the U.S. Geological Survey's National Water-Quality Assessment Program. The data are intended to provide a nationally consistent description and improved understanding of current water quality in the basin. The data were collected at seven fixed stations that represent stream cross sections where constituent transport and water-quality trends can be evaluated. The report includes descriptions of (1) the basin; (2) the design of the fixed-station network; (3) the fixed-station sites; (4) the physical and chemical measurements; (5) the methods of sample collection, processing, and analysis; and (6) the quality-assurance and quality-control procedures. Water-quality data collected at the fixed stations during routine periodic sampling and supplemental high-flow sampling from April 1987 to August 1991 are presented.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944029","usgsCitation":"Griffin, M.S., Martin, G.R., and White, K.D., 1994, Surface-water-quality assessment of the Kentucky River Basin, Kentucky: Fixed-station network and selected water-quality data, April 1987 through August 1991: U.S. Geological Survey Water-Resources Investigations Report 94-4029, vi, 149 p., https://doi.org/10.3133/wri944029.","productDescription":"vi, 149 p.","costCenters":[],"links":[{"id":410395,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47937.htm","linkFileType":{"id":5,"text":"html"}},{"id":56279,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4029/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158044,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4029/report-thumb.jpg"}],"country":"United States","state":"Kentucky","otherGeospatial":"Kentucky River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.6,\n              38.9403\n            ],\n            [\n              -85.133,\n              38.9403\n            ],\n            [\n              -85.133,\n              36.8903\n            ],\n            [\n              -82.6,\n              36.8903\n            ],\n            [\n              -82.6,\n              38.9403\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae5e4b07f02db68a4fa","contributors":{"authors":[{"text":"Griffin, M. S.","contributorId":93534,"corporation":false,"usgs":true,"family":"Griffin","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":198096,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, G. R.","contributorId":14004,"corporation":false,"usgs":true,"family":"Martin","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198094,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"White, K. D.","contributorId":45717,"corporation":false,"usgs":true,"family":"White","given":"K.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":198095,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27561,"text":"wri944156 - 1994 - Identification of potential public water-supply areas of the Cape Cod aquifer, Massachusetts, using a geographic information system","interactions":[],"lastModifiedDate":"2012-02-02T00:08:42","indexId":"wri944156","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-4156","title":"Identification of potential public water-supply areas of the Cape Cod aquifer, Massachusetts, using a geographic information system","docAbstract":"Potential public water-supply areas of the Cape Cod aquifer, Massachusetts, were identified using a geographic information system (GIS) to aid regional and local ground-water resource management efforts. Criteria were selected to identify potential areas on the basis of data restrictions in addition to State requirements for siting new public water- supply wells, Federal or local restrictions on land use, and general hydrogeologic or water-quality concerns. Data layers were created for each criterion and overliad to eliminate areas from consideration as potential public water supplies. Remaining areas, those not included within the applied criteria, are the primary areas to consider for potential public water supplies. The areas identified in this analysis as potential public water supplies range from 0.5 to 7.9 percent of the individual flow cells, or 5.6 percent of the total flow cell area. The criteria were ranked so that criteria more limiting to potential public water supplies were given a higher rank than other criteria. The ranking scheme allows for the inclusion of areas with lower ranked criteria as potential public water supplies. Results can be viewed on a plat in this report, or accessed using the map-based, menu-driven GIS application, which provides interactive display and query of investigation results.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri944156","usgsCitation":"Harris, S., and Steeves, P.A., 1994, Identification of potential public water-supply areas of the Cape Cod aquifer, Massachusetts, using a geographic information system: U.S. Geological Survey Water-Resources Investigations Report 94-4156, iv, 23 p. :col. ill., col. maps ;28 cm., https://doi.org/10.3133/wri944156.","productDescription":"iv, 23 p. :col. ill., col. maps ;28 cm.","costCenters":[],"links":[{"id":95641,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4156/report.pdf","size":"5691","linkFileType":{"id":1,"text":"pdf"}},{"id":95642,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1994/4156/plate-1.pdf","size":"12660","linkFileType":{"id":1,"text":"pdf"}},{"id":159050,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4156/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa007","contributors":{"authors":[{"text":"Harris, S.L.","contributorId":79921,"corporation":false,"usgs":true,"family":"Harris","given":"S.L.","email":"","affiliations":[],"preferred":false,"id":198327,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Steeves, P. A.","contributorId":35774,"corporation":false,"usgs":true,"family":"Steeves","given":"P.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":198326,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26945,"text":"wri944186 - 1994 - Hydrogeology and simulation of ground-water flow at U.S. Marine Corps Air Station, Cherry Point, North Carolina, 1987-90","interactions":[],"lastModifiedDate":"2022-01-12T21:10:35.143462","indexId":"wri944186","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-4186","title":"Hydrogeology and simulation of ground-water flow at U.S. Marine Corps Air Station, Cherry Point, North Carolina, 1987-90","docAbstract":"Geophysical and lithologic well-log data from 30 wells and chloride data, and water-level data from oil-test wells, supply wells, and observation wells were evaluated to define the hydrogeologic framework at the U.S. Marine Corps Air Station, Cherry Point, North Carolina. Elements of the hydrogeologic framework important to this study include six aquifers and their respective confining units. In descending order, these aquifers are the surficial, Yorktown, Pungo River, upper and lower Castle Hayne, and Beaufort. The upper and lower Castle Hayne and Beaufort aquifers and related confining units are relatively continuous throughout the study area. The surficial, Yorktown, Pungo River, and upper and lower Castle Hayne aquifers contain freshwater.\r\n\r\nThe upper and lower Castle Hayne aquifers serve as the Air Station?s principal supply of freshwater. However, the lower Castle Hayne aquifer contains brackish water near its base and there is potential for upward movement of this water to supply wells completed in this aquifer.\r\n\r\nThe potential for brackish-water encroachment is greatest if wells are screened too deep in the lower Castle Hayne aquifer or if pumping rates are too high. Lateral movement of brackish water into aquifers incised by estuarine streams is also possible if ground-water flow gradients toward these bodies are reversed by pumping.\r\n\r\nThe potential for the reversed movement of water from the surficial aquifer downward to the water-supply aquifer is greatest in areas where clay confining units are missing. These missing clay units could indicate the presence of a paleochannel of the Neuse River.\r\n\r\nA quasi three-dimensional finite-difference ground-water flow model was constructed and calibrated to simulate conditions at and in the vicinity of the Air Station for the period of 1987-90. Comparisons of 94 observed and computed heads were made, and the average difference between them is -0.2 feet with a root mean square error of 5.7 feet.\r\n\r\nAn analysis was made to evaluate the sensitivity of the model to the absence of the Yorktown and Pungo River confining units in a 1-square-mile area in the southern part of the Air Station. This analysis resulted in a maximum simulated head increase of 2 feet in one 0.11-square-mile model cell in the Pungo River aquifer.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944186","usgsCitation":"Eimers, J.L., Daniel, C.C., and Coble, R.W., 1994, Hydrogeology and simulation of ground-water flow at U.S. Marine Corps Air Station, Cherry Point, North Carolina, 1987-90: U.S. Geological Survey Water-Resources Investigations Report 94-4186, vi, 75 p., https://doi.org/10.3133/wri944186.","productDescription":"vi, 75 p.","costCenters":[],"links":[{"id":55833,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4186/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123309,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4186/report-thumb.jpg"},{"id":394279,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48061.htm"}],"country":"United States","state":"North Carolina","otherGeospatial":"Cherry Point, Marine Corps Air Station","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.9482421875,\n              34.85550980979316\n            ],\n            [\n              -76.83425903320312,\n              34.85550980979316\n            ],\n            [\n              -76.83425903320312,\n              34.95574425733423\n            ],\n            [\n              -76.9482421875,\n              34.95574425733423\n            ],\n            [\n              -76.9482421875,\n              34.85550980979316\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60f72a","contributors":{"authors":[{"text":"Eimers, J. L.","contributorId":95919,"corporation":false,"usgs":true,"family":"Eimers","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197292,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Daniel, C. C. III","contributorId":71953,"corporation":false,"usgs":true,"family":"Daniel","given":"C.","suffix":"III","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":197291,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Coble, R. W.","contributorId":49380,"corporation":false,"usgs":true,"family":"Coble","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197290,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":28842,"text":"wri934116 - 1994 - Application of the precipitation-runoff modeling system model to simulate dry season runoff for three watersheds in south-central Guam","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri934116","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"93-4116","title":"Application of the precipitation-runoff modeling system model to simulate dry season runoff for three watersheds in south-central Guam","docAbstract":"The Precipitation-Runoff Modeling System model was calibrated and verified using existing hydrologic and climatic data for the Maulap and Imong River watersheds for simulation of dry season runoff from three gaged areas that contribute to the Fena Reservoir water supply. The model was applied to the Almagosa River watershed by transferring calibrated parameters and coefficients because data were not available for daily diversions of as much as 3.9 cubic feet per second of runoff at Almagosa Springs. Application of the model in the watershed of Fena Reservoir can provide a physically based method for estimating reservoir recharge during the dry season, January through May. Estimated recharge can be examined in relation to the effect of varying intensities of monthly reservoir-water production in order to identify a basis for the rational release of water.  Differences between simulated and observed monthly mean runoff for dry season months in the verification period (November 1980 through December 1981) ranged from-0.04 cubic feet per second (-3.51 percent) to 0.74 cubic feet per second (30.34 percent) at Maulap River and from 0.03 cubic feet per second (1.3 percent) to 1.19 cubic feet per second (27.95 percent) at Imong River. On the basis of runoff simulations for the four complete dry seasons included in the total calibration and verification periods (1981 and 1984-86), the total volume of runoff during the 5month dry season can be predicted to within 20 percent of actual runoff at Maulap River, and to within 27 percent at Imong River.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Reports Section [distributor],","doi":"10.3133/wri934116","usgsCitation":"Nakama, L., 1994, Application of the precipitation-runoff modeling system model to simulate dry season runoff for three watersheds in south-central Guam: U.S. Geological Survey Water-Resources Investigations Report 93-4116, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri934116.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123512,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4116/report-thumb.jpg"},{"id":57717,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4116/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a66f","contributors":{"authors":[{"text":"Nakama, L.Y.","contributorId":27097,"corporation":false,"usgs":true,"family":"Nakama","given":"L.Y.","email":"","affiliations":[],"preferred":false,"id":200492,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27429,"text":"wri934100 - 1994 - Analysis of data from test-well sites along the downdip limit of freshwater in the Edwards Aquifer, San Antonio, Texas, 1985-87","interactions":[],"lastModifiedDate":"2016-08-16T13:15:26","indexId":"wri934100","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"93-4100","title":"Analysis of data from test-well sites along the downdip limit of freshwater in the Edwards Aquifer, San Antonio, Texas, 1985-87","docAbstract":"<p>Many researchers have studied the downdip limit of freshwater in the Edwards aquifer or various aspects of the saline-water zone and its relation to the freshwater zone. These studies were summarized and used to synthesize a consistent hydrologic and geochemical framework from which to interpret data from field studies. The concept derived from the previous work on the downdip limit of the freshwater zone is that fresh recharge water entered the aquifer and developed a vast flow system controlled by barrier faults. Some recharge water flows into the saline-water zone rather than toward major freshwater discharge points. The water that enters the salinewater zone continues to dissolve gypsum and dolomite, and calcite precipitates out of the water. This process of dedolomitization has helped to develop the large secondary porosity of the freshwater zone as the downdip limit of the freshwater zone progressively moved downdip in recent geologic time.</p>\n<p>The drilling of test holes and installation of monitoring wells began in 1985 and helped to define the downdip limit of the freshwater zone at one location. Dolomite was found in greater amounts in rocks from the saline-water-zone test hole than in rocks from the freshwater-zone test hole. Other mineralogic and lithologic contrasts between the saline-water-zone test hole and the freshwater-zone test hole support the conceptual model of dedolomitization. Geophysical logs and test-hole survey logs helped to define the stratification of freshwater and associated altered rock textures, secondary porosity development, and water chemistry in the freshwater-, saline-water-, and transition-zone test holes.</p>\n<p>The differences in actual measured head among the seven completed monitor wells varied over time, especially during periods of substantial water use. The water levels in two monitor wells completed at the freshwater zone (site D; wells Dl and D2) responded quickly and strongly to withdrawals. In the transition zone (site C; wells Cl and C2), the water level in the shallow monitor well (Cl) completed in a cavern responded quickly, but because it was farther from the water-supply wells near site D, it did not respond as strongly to changes in withdrawals at the nearby well field. The water levels in the three salinewater wells at site A (Al, A2, and A3) and the deep site C well (C2) were less responsive to stresses relative to the water-level changes in the freshwater wells (Dl, D2, and Cl).</p>\n<p>Large amounts of freshwater were produced from the upper 300 to 350 feet of the aquifer in the freshwater zone (site D). Water produced from below this interval was as saline as that from the saline-water zone (site A). The cavern near the top of the aquifer in the transition zone (site C) produced large amounts of freshwater. The freshwater produced from the cavern was of a different geochemical type than the water from the other wells. The saline-water-zone test hole (site A) produced small amounts of water having specific conductance generally about 5,800 to 6,200 microsiemens per centimeter at 25 degrees Celsius.</p>\n<p>A consistent trend in the water quality was not detected in the monitor-well data for July 1986-April 1987. This was caused, in part, by the average to above-average rainfall and by the lack of large withdrawals during the period. The water quality of samples from several of the wells was similar to the water quality determined by a previous study of the area. Geochemistry of the oil- or gas-well brines from downdip in the saline-water zone had slight resemblance to the geochemistry of the water at the downdip limit of freshwater; updip flow of saline water toward the freshwater zone was not indicated.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri934100","collaboration":"Prepared in cooperation with the San Antonio Water System, Edwards Underground Water District, and Texas Water Development Board","usgsCitation":"Groschen, G., 1994, Analysis of data from test-well sites along the downdip limit of freshwater in the Edwards Aquifer, San Antonio, Texas, 1985-87: U.S. Geological Survey Water-Resources Investigations Report 93-4100, vi, 92 p., https://doi.org/10.3133/wri934100.","productDescription":"vi, 92 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":122715,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1993/4100/report-thumb.jpg"},{"id":56291,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1993/4100/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","city":"San Antonio","otherGeospatial":"Edwards Aquifer","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db680635","contributors":{"authors":[{"text":"Groschen, G.E.","contributorId":17260,"corporation":false,"usgs":true,"family":"Groschen","given":"G.E.","email":"","affiliations":[],"preferred":false,"id":198105,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28132,"text":"wri944139 - 1994 - Runoff, precipitation, mass balance, and ice velocity measurements at South Cascade Glacier, Washington, 1993 balance year","interactions":[],"lastModifiedDate":"2012-02-02T00:08:36","indexId":"wri944139","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-4139","title":"Runoff, precipitation, mass balance, and ice velocity measurements at South Cascade Glacier, Washington, 1993 balance year","docAbstract":"Winter snow accumulation and summer snow, firn, and ice ablation were measured at South Cascade Glacier, Wash., to determine the winter and net balance for the 1993 balance year. The 1993 winter balance, averaged over the glacier, was 1.98 meters, and the net balance was -1.23 meters. This negative valance continued a trend of negative balance years beginning in 1977. Air temperature, barometric pressure, and runoff from this glacier basin and an adjacent non-glacierized basin were also continuously measured. Surface ice velocity was measured over an annual period. This report makes all these data available to users throughout the glaciological and climato1ogical community.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri944139","usgsCitation":"Krimmel, R.M., 1994, Runoff, precipitation, mass balance, and ice velocity measurements at South Cascade Glacier, Washington, 1993 balance year: U.S. Geological Survey Water-Resources Investigations Report 94-4139, vi, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri944139.","productDescription":"vi, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158621,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4139/report-thumb.jpg"},{"id":56966,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4139/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66cb25","contributors":{"authors":[{"text":"Krimmel, R. M.","contributorId":81093,"corporation":false,"usgs":true,"family":"Krimmel","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199272,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30579,"text":"wri944140 - 1994 - Land use in, and water quality of, the Pea Hill Arm of Lake Gaston, Virginia and North Carolina, 1988-90","interactions":[],"lastModifiedDate":"2018-04-12T12:51:28","indexId":"wri944140","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-4140","title":"Land use in, and water quality of, the Pea Hill Arm of Lake Gaston, Virginia and North Carolina, 1988-90","docAbstract":"<p>The City of Virginia Beach currently (1994) supplies water to about 400,000 people in southeastern Virginia. The city plans to withdraw water from the Pea Hill Arm of Lake Gaston to meet projected water needs of the population to the year 2030. The purpose of this report is to (1) describe the temporal and spatial distribution of selected water-quality constituents, (2) document current (1989) land use and land cover in the Pea Hill Arm drainage basin, and (3) discuss relations, if any, between the quality of water in the inlets within the Pea Hill Arm and land uses. The report focuses on water-quality problems in the basin, including changes in concentrations of major ions, nutrients, and algae associated with urban development adjacent to water bodies.</p><p>The Pea Hill Arm was classified as mesotrophic on the basis of the range of concentrations of total phosphorus (0.001 to 0.61 milligrams per liter); the range of concentrations of total organic-plus-ammonia nitrogen (0.2 to 1.4 milligrams per liter); and the range of concentrations of chlorophyll a (1.4 to 56 micrograms per liter). These water-quality data were collected at 3 feet below the water surface during water years 1989-90.</p><p>Thermal stratification in Pea Hill Arm generally began in April and ended in September. Water below a depth of about 25 feet generally became anoxic by June. Destratification generally began in late September and was completed by November. Lake Gaston followed the same general stratification and destratification pattern as Pea Hill Arm, except Lake Gaston was partially destratified during the summer when large amounts of water were released from John H. Kerr Reservoir and Lake Gaston Dams. </p><p>During water year 1988, streamflows were 33 percent below the long-term mean-annual streamflows at one of the major streams to Lake Gaston. Low streamflows contributed to elevated specific conductances and concentrations of sodium, calcium, magnesium, and alkalinity from October 1988 to February 1989 at sampling stations in the Pea Hill Arm and Lake Gaston.</p><p>About 75 percent of the land use in the Pea Hill Arm is forest land. The remaining 25 percent of the Pea Hill Arm drainage basin is 8 percent pasture/open land, 8 percent open water, 6 percent residential land, and 3 percent cropland. No statistical relations are present between water-quality constituents measured and developed land uses within 11 basins in the Pea Hill Arm Basin, except during periods of stormwater runoff. During a stormwater-runoff event, there was a relation between total nitrite plus nitrate and land use (Kendall's tau correlation coefficient of 0.69). The relation between the developed land use and total nitrite plus nitrate can also be related to the increased ground-water inputs during high base-flow periods.</p><p>Spatial differences in water-quality constituents as determined by Wilcoxon (matched-pairs) signed-rank tests and cluster analyses were longitudinal and primarily grouped into riverine, transition, and lacustrine zones. These zones were grouped on the basis of flow characteristics and nutrient concentrations. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944140","collaboration":"Prepared in cooperation with the City of Virginia Beach","usgsCitation":"Woodside, M., 1994, Land use in, and water quality of, the Pea Hill Arm of Lake Gaston, Virginia and North Carolina, 1988-90: U.S. Geological Survey Water-Resources Investigations Report 94-4140, Report: vii, 54 p.; 1 Plate: 24.56 x 26.32 inches, https://doi.org/10.3133/wri944140.","productDescription":"Report: vii, 54 p.; 1 Plate: 24.56 x 26.32 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":353359,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1994/4140/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124144,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4140/report-thumb.jpg"},{"id":59338,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4140/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina, Virginia","otherGeospatial":"Lake Gaston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -78.29544067382812,\n              36.38259604087706\n            ],\n            [\n              -78.29544067382812,\n              36.69264861993992\n            ],\n            [\n              -77.64450073242188,\n              36.69264861993992\n            ],\n            [\n              -77.64450073242188,\n              36.38259604087706\n            ],\n            [\n              -78.29544067382812,\n              36.38259604087706\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a150","contributors":{"authors":[{"text":"Woodside, Michael D. mdwoodsi@usgs.gov","contributorId":2903,"corporation":false,"usgs":true,"family":"Woodside","given":"Michael D.","email":"mdwoodsi@usgs.gov","affiliations":[{"id":503,"text":"Office of Water Quality","active":true,"usgs":true}],"preferred":true,"id":203487,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27905,"text":"wri944124 - 1994 - Ground-water discharge by evapotranspiration in a desert environment of southern Nevada, 1987","interactions":[],"lastModifiedDate":"2023-04-11T20:00:49.325476","indexId":"wri944124","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-4124","title":"Ground-water discharge by evapotranspiration in a desert environment of southern Nevada, 1987","docAbstract":"Evapotranspiration (ET) data were collected at two sites where microclimates are typical of the Mojave Desert in southern Nevada-one site with and one without ground-water contributions to ET--under extremely arid desert conditions. By comparing the rate of evapotranspiration at the two sites, the amount of ground-water ET can be inferred. This method may be useful for quantifying ground-water discharge by ET around basin playas or the summer carbonate-aquifer springs, ET rates are greatest in early spring, but are less than 0.6 millimeter per day (mm/d). As the summer progresses and soil moisture is depleted, ET drops below 0.1 mm/d and vegetation wilts. In areas'with a ground-water contribution, under similar climatic conditions, ET rates increase with increasing solar radiation and plant growth from 1 mm/d in winter to an average of 1.5 to 3.0 mm/d in spring. The highest average is about 5.0 mm/d, in June, July, and August, with fluctuations generally between 3.0 and 7.0 mm/d; the rate then decreases from 3.0 to less than 1.0 mm/d by late autumn. A comparison of monthly ET totals based on average daily rates at the two sites indicates that about 520 millimeters of ground water was lost to ET at Ash Meadows during the 6 months of record, April through September 1987. This is in general agreement with the range of values estimated for areas with native vegetation in the Amargosa Desert where the depth to water was between 0.0 and 1.5 meters. Estimated rates ranged from 320 to 760 millimeters per year.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944124","usgsCitation":"Johnson, M.J., 1994, Ground-water discharge by evapotranspiration in a desert environment of southern Nevada, 1987: U.S. Geological Survey Water-Resources Investigations Report 94-4124, iv, 20 p., https://doi.org/10.3133/wri944124.","productDescription":"iv, 20 p.","costCenters":[],"links":[{"id":415597,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48010.htm","linkFileType":{"id":5,"text":"html"}},{"id":56721,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4124/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":126808,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4124/report-thumb.jpg"}],"country":"United States","state":"Nevada","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -115.25,\n              36.75\n            ],\n            [\n              -116.3667,\n              36.75\n            ],\n            [\n              -116.3667,\n              36.25\n            ],\n            [\n              -115.25,\n              36.25\n            ],\n            [\n              -115.25,\n              36.75\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ce8e","contributors":{"authors":[{"text":"Johnson, M. J.","contributorId":52988,"corporation":false,"usgs":true,"family":"Johnson","given":"M.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198877,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29353,"text":"wri944155 - 1994 - Development and application of generalized-least-squares regression models to estimate low-flow duration discharges in Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri944155","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-4155","title":"Development and application of generalized-least-squares regression models to estimate low-flow duration discharges in Massachusetts","docAbstract":"Physically based mathematical models were developed by use of generalized-least-squares regression analyses to estimate long-term 95-, 98-, and 99-percent duration discharges for ungaged streams in Massachusetts. Duration discharges for 61 sites were used in the recession analyses; 37 sites were streamflow-gaging stations and 24 sites were low-flow partial-record stations. The duration discharges were related to basin chacteristics measured from digital data bases, by use of geographic information systems computer software. Significant chacterisfics used in the models were drainage area, area underlain by stratified-drift deposits per unit of stream length in the basin, and a surrogate for the effective head on the aquifer in the stratified-drift deposits, computed by subtracting the minimum basin elevation from the mean basin elevation. Standard errors of prediction were 57.5, 85.6, and 98.5 percent for models for the 95-, 98-, and 99-percent duration discharges, respectively. Model error variances were about 10 times the sampling error variances, indicating that the precision of future models are likely to be improved more by obtaining better measurements of basin characteristics or by adding new sites to the analyses than by collecting more streamflow data at the sites presently used in the analyses. The models were used to predict duration discharges for 35 selected sites in the Concord River, Noah Coastal, South Coastal, Narragansett and Tenmile River Basins. Ninety-perrcent prediction intervals were computed for the estimates at each of the sites, except at sites where values of the independent variables were outside the ranges of those for the sites used in the regression analyses.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nEarth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/wri944155","usgsCitation":"Ries, K., 1994, Development and application of generalized-least-squares regression models to estimate low-flow duration discharges in Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 94-4155, iv, 33 p. :maps ;28 cm., https://doi.org/10.3133/wri944155.","productDescription":"iv, 33 p. :maps ;28 cm.","costCenters":[],"links":[{"id":123524,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4155/report-thumb.jpg"},{"id":58205,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4155/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6672fd","contributors":{"authors":[{"text":"Ries, Kernell G. III kries@usgs.gov","contributorId":1913,"corporation":false,"usgs":true,"family":"Ries","given":"Kernell G.","suffix":"III","email":"kries@usgs.gov","affiliations":[{"id":502,"text":"Office of Surface Water","active":true,"usgs":true}],"preferred":false,"id":201395,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29003,"text":"wri944185 - 1994 - Identification, characterization, and analysis of hydraulically conductive fractures in granitic basement rocks, Millville, Massachusetts","interactions":[],"lastModifiedDate":"2019-12-08T13:46:53","indexId":"wri944185","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-4185","title":"Identification, characterization, and analysis of hydraulically conductive fractures in granitic basement rocks, Millville, Massachusetts","docAbstract":"A suite of geophysical logs designed to identify and characterize fractures and water production in fractures was run in six bedrock boreholes at a ground-water contamination site near the towns of Millville and Uxbridge in south-central Massachusetts. The geophysical logs used in this study included conventional gamma, single-point resistance, borehole fluid resistivity, caliper, spontaneous potential, and temperature; and the borehole televiewer and heat-pulse flowmeter, which are not usually used to log bedrock water-supply wells. Downward flow under ambient hydraulic-head conditions was measured in three of the boreholes at the site, and the profile of fluid column resistivity inferred from the logs indicated downward flow in all six boreholes. Steady injection tests at about 1.0 gallon per minute were used to identify fractures capable of conducting flow under test conditions. Sixteen of 157 fracturesidentified on the televiewer logs and interpreted as permeable fractures in the data analysis were determined to conduct flow under ambient hydraulic-head conditions or during injection. Hydraulic-head monitoring in the bedrock boreholes indicated a consistent head difference between the upper and lower parts of the boreholes. This naturally occurring hydraulic-head condition may account, in part, for the transport of contaminants from the overlying soil into the bedrock aquifer. The downward flow may also account for the decrease in contaminant concentrations found in some boreholes after routine use of the boreholes as water-supply wells was discontinued.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri944185","usgsCitation":"Paillet, F.L., and Ollila, P., 1994, Identification, characterization, and analysis of hydraulically conductive fractures in granitic basement rocks, Millville, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 94-4185, v, 38 p., https://doi.org/10.3133/wri944185.","productDescription":"v, 38 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c762","contributors":{"authors":[{"text":"Paillet, Frederick L.","contributorId":63820,"corporation":false,"usgs":true,"family":"Paillet","given":"Frederick","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200771,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ollila, P.W.","contributorId":45750,"corporation":false,"usgs":true,"family":"Ollila","given":"P.W.","email":"","affiliations":[],"preferred":false,"id":200770,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20668,"text":"ofr94473 - 1994 - A selected bibliography of references on geology, hydrology, and geochemistry of the Midwestern Basins and Arches region; Ohio, Indiana, Michigan, and Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:07:44","indexId":"ofr94473","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-473","title":"A selected bibliography of references on geology, hydrology, and geochemistry of the Midwestern Basins and Arches region; Ohio, Indiana, Michigan, and Illinois","docAbstract":"This report contains selected references used for the Midwestern Basins and Arches Regional Aquifer System Analysis project of the U.S. Geological Survey. The project was begun in 1988 to study the geologic framework, hydrology, and geochemistry of the surficial and the Silurian and Devonian carbonate-rock aquifers in the Midwestern Basins and Arches Region. The area of data collection is 90,000 square miles and includes parts of Ohio, Indiana, Michigan, and Illinois. Geologic, hydrologic, and geochemical references that apply to the hydrogeology and geochemistry of the region were collected and are presented in this bibliography by State and by geologic, hydrologic, and geochemical categories for each State.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor], 1994","doi":"10.3133/ofr94473","usgsCitation":"Robinson, A., and Bugliosi, E.F., 1994, A selected bibliography of references on geology, hydrology, and geochemistry of the Midwestern Basins and Arches region; Ohio, Indiana, Michigan, and Illinois: U.S. Geological Survey Open-File Report 94-473, iii, 38 p. :map ;28 cm., https://doi.org/10.3133/ofr94473.","productDescription":"iii, 38 p. :map ;28 cm.","costCenters":[],"links":[{"id":153107,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0473/report-thumb.jpg"},{"id":50193,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0473/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b18e4b07f02db6a71a4","contributors":{"authors":[{"text":"Robinson, Anthony","contributorId":57480,"corporation":false,"usgs":true,"family":"Robinson","given":"Anthony","email":"","affiliations":[],"preferred":false,"id":183035,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bugliosi, Edward F. ebuglios@usgs.gov","contributorId":1083,"corporation":false,"usgs":true,"family":"Bugliosi","given":"Edward","email":"ebuglios@usgs.gov","middleInitial":"F.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":183034,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":20664,"text":"ofr94486 - 1994 - Reconnaissance investigations of potential ground-water and sediment contamination at three former underground storage tank locations, Fort Jackson, South Carolina, 1994","interactions":[],"lastModifiedDate":"2017-01-04T11:25:55","indexId":"ofr94486","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-486","title":"Reconnaissance investigations of potential ground-water and sediment contamination at three former underground storage tank locations, Fort Jackson, South Carolina, 1994","docAbstract":"Investigations to provide initial qualitative delineation of petroleum hydrocarbon contamination at three former underground storage tank locations at Fort Jackson, South Carolina, were made during March 1994. Ground-water and sediment samples were collected using direct-push technology and analyzed on-site with a gas chromatograph, which provided real-time, semi-quantitative data. In addition, ground-water and sediment samples were collected at selected sites for laboratory analyses to provide a confirmation of the on-site data. These analyses provided qualitative data on the lateral distri- bution of petroleum hydrocarbons. Petroleum hydrocarbons were detected by on-site analysis in ground-water samples from nine locations at Site 1062, suggesting the presence of a contaminant plume. Concentrations ranged from less than the minimum detection limit to 4,511 mg/L (micrograms per liter) for benzene, 15,594 mg/L for toluene, 16,501 mg/L for ethylbenzene, and 19,391 mg/L for total xylenes. Concentrations of Total Petroleum Hydrocarbons-Gasoline Range Organics ranged from 323 mg/L to 3,364 mg/L; Total Petroleum Hydrocarbons-Diesel Range Organics were not detected. Three samples from this site were analyzed for benzene, toluene, ethylbenzene, and total xylenes at a laboratory and results showed concentrations ranging from less than the minimum detection limit to 1,070 mg/L for benzene, 7,930 mg/L for toluene, 6,890 mg/L for ethylbenzene, and 1,524 mg/L for total xylenes. Petroleum hydro- carbons were detected by on-site analysis in only one sample at Site 2438. A concentration of 131,000 micrograms per kilogram Total Petroleum Hydrocarbons-Diesel Range Organics was detected in sample number GP-2-4-13.5. Petroleum hydrocarbons were detected by on-site analysis in only one ground-water sample from Site 2444. A concentration of 3,145 mg/L Total Petroleum Hydrocarbons-Gasoline Range Organics was detected at sampling location GP-3-2.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr94486","usgsCitation":"Robertson, J., Nagle, D.D., and Rhodes, L.C., 1994, Reconnaissance investigations of potential ground-water and sediment contamination at three former underground storage tank locations, Fort Jackson, South Carolina, 1994: U.S. Geological Survey Open-File Report 94-486, v, 20 p. :maps ;28 cm., https://doi.org/10.3133/ofr94486.","productDescription":"v, 20 p. :maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":50189,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0486/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":154152,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0486/report-thumb.jpg"}],"country":"United States","state":"South Carolina","city":"Fort Jackson","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.99344253540039,\n              33.9751111297791\n            ],\n            [\n              -80.99344253540039,\n              34.030753873451836\n            ],\n            [\n              -80.90572357177734,\n              34.030753873451836\n            ],\n            [\n              -80.90572357177734,\n              33.9751111297791\n            ],\n            [\n              -80.99344253540039,\n              33.9751111297791\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63ea9c","contributors":{"authors":[{"text":"Robertson, J. F.","contributorId":11194,"corporation":false,"usgs":true,"family":"Robertson","given":"J. F.","affiliations":[],"preferred":false,"id":183025,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Nagle, Douglas D.","contributorId":41853,"corporation":false,"usgs":true,"family":"Nagle","given":"Douglas","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":183026,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rhodes, Liesl C.","contributorId":83956,"corporation":false,"usgs":true,"family":"Rhodes","given":"Liesl","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":183027,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":19697,"text":"ofr94459 - 1994 - User's manual for SEDCALC, a computer program for computation of suspended-sediment discharge","interactions":[],"lastModifiedDate":"2012-02-02T00:07:34","indexId":"ofr94459","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-459","title":"User's manual for SEDCALC, a computer program for computation of suspended-sediment discharge","docAbstract":"Sediment-Record Calculations (SEDCALC), a menu-driven set of interactive computer programs, was developed to facilitate computation of suspended-sediment records. The programs comprising SEDCALC were developed independently in several District offices of the U.S. Geological Survey (USGS) to minimize the intensive labor associated with various aspects of sediment-record computations.\r\n\r\nSEDCALC operates on suspended-sediment-concentration data stored in American Standard Code for \r\nInformation Interchange (ASCII) files in a predefined card-image format. Program options within SEDCALC can be used to assist in creating and editing the card-image files, as well as to reformat card-image files to and from formats used by the USGS Water-Quality System. \r\n\r\nSEDCALC provides options for creating card-image files containing time series of equal-interval suspended-sediment concentrations from \r\n\r\n\t\r\n  1. digitized suspended-sediment-concentration traces,\r\n\r\n  2. linear interpolation between log-transformed instantaneous\r\n     suspended-sediment-concentration data stored at unequal time\r\n     intervals, and\r\n\r\n  3. nonlinear interpolation between log-transformed\r\n     instantaneous suspended-sediment-concentration data\r\n     stored at unequal time intervals.\r\nSuspended-sediment discharge can be computed from the streamflow and suspended-sediment-concentration data or by application of transport relations derived by regressing log-transformed instantaneous streamflows on log-transformed instantaneous suspended-sediment concentrations or discharges. The computed suspended-sediment discharge data are stored in card-image files that can be either directly imported to the USGS Automated Data Processing System or used to generate plots by means of other SEDCALC options.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr94459","usgsCitation":"Koltun, G., Gray, J.R., and McElhone, T., 1994, User's manual for SEDCALC, a computer program for computation of suspended-sediment discharge: U.S. Geological Survey Open-File Report 94-459, iv, 46 p. :ill. ;28 cm., https://doi.org/10.3133/ofr94459.","productDescription":"iv, 46 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":151302,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1994/0459/report-thumb.jpg"},{"id":49179,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1994/0459/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49c2e4b07f02db5d3823","contributors":{"authors":[{"text":"Koltun, G. F. 0000-0003-0255-2960","orcid":"https://orcid.org/0000-0003-0255-2960","contributorId":49817,"corporation":false,"usgs":true,"family":"Koltun","given":"G. F.","affiliations":[],"preferred":false,"id":181357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gray, John R. 0000-0002-8817-3701 jrgray@usgs.gov","orcid":"https://orcid.org/0000-0002-8817-3701","contributorId":1158,"corporation":false,"usgs":true,"family":"Gray","given":"John","email":"jrgray@usgs.gov","middleInitial":"R.","affiliations":[{"id":5058,"text":"Office of the Chief Scientist for Water","active":true,"usgs":true}],"preferred":true,"id":181355,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McElhone, T.J.","contributorId":44167,"corporation":false,"usgs":true,"family":"McElhone","given":"T.J.","email":"","affiliations":[],"preferred":false,"id":181356,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":20351,"text":"ofr9468 - 1994 - Rainfall, streamflow, and water-quality data for five small watersheds, Nashville, Tennessee, 1990-92","interactions":[],"lastModifiedDate":"2012-02-02T00:07:46","indexId":"ofr9468","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","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":"94-68","title":"Rainfall, streamflow, and water-quality data for five small watersheds, Nashville, Tennessee, 1990-92","docAbstract":"Rainfall, streamflow, and water-quality data were collected furing storm conditions at five urban watersheds in Nashville, Tennessee. These data can be used to build a database for developing predictive models of the relations between storm- water quality and land use, storm characteristics, and seasonal variations. The primary land and mix of land uses was different for each watershed. Stormwater samples were collected during three storms at each watershed and analyzed for selected volatile, acidic and base/neutral organic compounds; organic pesticides; trace metals; conventional pollutants; and several physical properties. Storm loads were computed for all constituents and properties with event mean concentration above the minimum reporting level. None of the samples con- tained acidic organic compounds at concentrations above the minimum reporting levels. Several constituents in each of the other categories, however, were present at concentrations above the minimum reporting level. For 21 of these constituents, water-quality criteria have been pro- mulgated by the State of Tennessee. For only 8 of the 21 did the value exceed the most restrictive of the criteria: pyrene, dieldrin, and mercury concen- trations and counts of fecal coliform exceeded the criteria for recreational use, copper and zinc concentrations and pH value exceeded the criteria for fish and aquatic life, and lead concentrations exceeded the criteria for domestic supply.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nUSGS Earth Science Information Center, Open-File Reports Section [distributor],","doi":"10.3133/ofr9468","usgsCitation":"Outlaw, G.S., Hoos, A.B., and Pankey, J.T., 1994, Rainfall, streamflow, and water-quality data for five small watersheds, Nashville, Tennessee, 1990-92: U.S. Geological Survey Open-File Report 94-68, iv, 43 p. :map ;28 cm., https://doi.org/10.3133/ofr9468.","productDescription":"iv, 43 p. :map ;28 cm.","costCenters":[],"links":[{"id":1142,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/ofr_94-68","linkFileType":{"id":5,"text":"html"}},{"id":153092,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b5ae","contributors":{"authors":[{"text":"Outlaw, George S.","contributorId":88767,"corporation":false,"usgs":true,"family":"Outlaw","given":"George","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":182503,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoos, Anne B. abhoos@usgs.gov","contributorId":2236,"corporation":false,"usgs":true,"family":"Hoos","given":"Anne","email":"abhoos@usgs.gov","middleInitial":"B.","affiliations":[],"preferred":true,"id":182502,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Pankey, John T.","contributorId":105750,"corporation":false,"usgs":true,"family":"Pankey","given":"John","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":182504,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
]}