{"pageNumber":"1627","pageRowStart":"40650","pageSize":"25","recordCount":68937,"records":[{"id":70018728,"text":"70018728 - 1995 - Petrography, geochemistry, and depositional setting of the San Pedro and Santo Tomas coal zones: Anomalous algae-rich coals in the middle part of the Claiborne Group (Eocene) of Webb County, Texas","interactions":[],"lastModifiedDate":"2018-02-01T12:50:23","indexId":"70018728","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2033,"text":"International Journal of Coal Geology","active":true,"publicationSubtype":{"id":10}},"title":"Petrography, geochemistry, and depositional setting of the San Pedro and Santo Tomas coal zones: Anomalous algae-rich coals in the middle part of the Claiborne Group (Eocene) of Webb County, Texas","docAbstract":"<p>Two coal zones, the San Pedro and the overlying Santo Tomas, are present for nearly 35 km in outcrop, surface and underground mines, and shallow drill holes along the strike of the middle part of the Claiborne Group (Eocene) in Webb County, Texas. A sandstone-dominated interval of 25 to 35 m separates the two coal zones, which range up to 3 m in thickness. Each coal zone contains carbonaceous shales, thin (&lt;0.75 m) impure coal beds, and thin (&lt;0.85 m) but commercially significant nonbanded coal beds. The nonbanded coals are different from other Tertiary coals of the Gulf of Mexico Coastal Plain: unlike lignites that are typical of the older Wilcox Group (Paleocene-Eocene) and younger Jackson Group (Eocene), nonbanded coals of the Claiborne Group have high vitrinite-reflectance values (0.53<span>&nbsp;</span><i>R</i><sub>max</sub>) and high calorific yields (average 6670 kcal/kg or 12,000 Btu, dry basis). The coals are weakly agglomerating (free-swelling index is 1.5–2.0) and have an apparent rank of high-volatile bituminous.</p><p>The coal-bearing portion of the middle Claiborne Group in the Rio Grande area represents a fining-upward transition from sandstone-dominated, marine-influenced, lower delta plain depositional environments to more inland, mudstone-rich, predominantly freshwater deltaic settings. Discontinuities within the San Pedro coal zone are attributed mainly to the influence of contemporaneous deposition of distributary mouth-bar sand bodies. The less variable nature of the Santo Tomas coal zone reflects its origin in the upper part of an interlobe basin that received only minor clastic influx.</p><p>Petrographic attributes of the nonbanded coals indicate that they formed subaqueously in fresh to possibly brackish waters. A highly degraded groundmass composed of eugelinite is the main petrographic component (approximately 71%, mineral-matter-free basis). An enriched liptinite fraction (approximately 23%) probably accounts for unusually high calorific values. There is negligible inertinite. Petrographic study of polished blocks indicates that approximately 10 percent of the nonbanded coal from both coal zones is composed of green algae fructifications, which also occur in clastic rocks of the coal-bearing interval. Such algal material cannot be identified or quantified by conventional coal petrographic techniques that utilize particle pellets or by palynological analyses that include acid preparation.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0166-5162(95)00022-4","usgsCitation":"Warwick, P.D., and Hook, R.W., 1995, Petrography, geochemistry, and depositional setting of the San Pedro and Santo Tomas coal zones: Anomalous algae-rich coals in the middle part of the Claiborne Group (Eocene) of Webb County, Texas: International Journal of Coal Geology, v. 28, no. 2-4, p. 303-342, https://doi.org/10.1016/0166-5162(95)00022-4.","productDescription":"40 p.","startPage":"303","endPage":"342","costCenters":[],"links":[{"id":227398,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"28","issue":"2-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a77b2e4b0c8380cd78562","contributors":{"authors":[{"text":"Warwick, Peter D. 0000-0002-3152-7783 pwarwick@usgs.gov","orcid":"https://orcid.org/0000-0002-3152-7783","contributorId":762,"corporation":false,"usgs":true,"family":"Warwick","given":"Peter","email":"pwarwick@usgs.gov","middleInitial":"D.","affiliations":[{"id":241,"text":"Eastern Energy Resources Science Center","active":true,"usgs":true}],"preferred":false,"id":380566,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hook, Robert W.","contributorId":26006,"corporation":false,"usgs":true,"family":"Hook","given":"Robert","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":380567,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018900,"text":"70018900 - 1995 - Investigation of aquifer-system compaction in the Hueco basin, El Paso, Texas, USA","interactions":[],"lastModifiedDate":"2012-03-12T17:19:14","indexId":"70018900","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Investigation of aquifer-system compaction in the Hueco basin, El Paso, Texas, USA","docAbstract":"The Pleistocene geologic history of the Rio Grande valley in the Hueco basin included a cycle of sediment erosion and re-aggradation, resulting in unconformable stratification of sediment of contrasting compressibility and stress history. Since the 1950s large groundwater withdrawals have resulted in significant water-level declines and associated land subsidence. Knowledge of the magnitude and variation of specific storage is needed for developing predictive models of subsidence and groundwater flow simulations. Analyses of piezometric and extensometric data in the form of stress-strain diagrams from a 16 month period yield in situ measurements of aquifer-system compressibility across two discrete aquifer intervals. The linear elastic behaviour of the deeper interval indicates over-consolidation of basin deposits, probably resulting from deeper burial depth before the middle Pleistocene. By contrast, the shallow aquifer system displays an inelastic component, suggesting pre-consolidation stress not significantly greater than current effective stress levels for a sequence of late Pleistocene clay. Harmonic analyses of the piezometric response to earth tides in two water-level piezometers provide an independent estimate of specific storage of aquifer sands.","largerWorkTitle":"IAHS-AISH Publication","conferenceTitle":"Proceedings of the 1995 5th International Symposium on Land Subsidence","conferenceDate":"16 October 1995 through 20 October 1995","conferenceLocation":"Hague, Neth","language":"English","publisher":"IAHS","publisherLocation":"Wallingford, United Kingdom","issn":"01447815","usgsCitation":"Heywood, C., 1995, Investigation of aquifer-system compaction in the Hueco basin, El Paso, Texas, USA, <i>in</i> IAHS-AISH Publication, no. 234, Hague, Neth, 16 October 1995 through 20 October 1995.","costCenters":[],"links":[{"id":226804,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"issue":"234","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a3e81e4b0c8380cd63e2a","contributors":{"authors":[{"text":"Heywood, Charles","contributorId":18916,"corporation":false,"usgs":true,"family":"Heywood","given":"Charles","affiliations":[],"preferred":false,"id":381051,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70019011,"text":"70019011 - 1995 - Thermodynamics of gas and steam-blast eruptions","interactions":[],"lastModifiedDate":"2019-06-05T12:49:34","indexId":"70019011","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1109,"text":"Bulletin of Volcanology","active":true,"publicationSubtype":{"id":10}},"title":"Thermodynamics of gas and steam-blast eruptions","docAbstract":"<p class=\"Para\">Eruptions of gas or steam and non-juvenile debris are common in volcanic and hydrothermal areas. From reports of non-juvenile eruptions or eruptive sequences world-wide, at least three types (or end-members) can be identified: (1) those involving rock and liquid water initially at boiling-point temperatures (‘boiling-point eruptions’); (2) those powered by gas (primarily water vapor) at initial temperatures approaching magmatic (‘gas eruptions’); and (3) those caused by rapid mixing of hot rock and ground- or surface water (‘mixing eruptions’). For these eruption types, the mechanical energy released, final temperatures, liquid water contents and maximum theoretical velocities are compared by assuming that the erupting mixtures of rock and fluid thermally equilibrate, then decompress isentropically from initial, near-surface pressure (≤10 MPa) to atmospheric pressure. Maximum mechanical energy release is by far greatest for gas eruptions (≤∼1.3 MJ/kg of fluid-rock mixture)-about one-half that of an equivalent mass of gunpowder and one-fourth that of TNT. It is somewhat less for mixing eruptions (≤∼0.4 MJ/kg), and least for boiling-point eruptions (≤∼0.25 MJ/kg). The final water contents of crupted boiling-point mixtures are usually high, producing wet, sloppy deposits. Final erupted mixtures from gas eruptions are nearly always dry, whereas those from mixing eruptions vary from wet to dry. If all the enthalpy released in the eruptions were converted to kinetic energy, the final velocity (<i class=\"EmphasisTypeItalic \">v</i><sub>max</sub>) of these mixtures could range up to 670 m/s for boiling-point eruptions and 1820 m/s for gas eruptions (highest for high initial pressure and mass fractions of rock (<i class=\"EmphasisTypeItalic \">m</i><sub>r</sub>) near zero). For mixing eruptions,<span>&nbsp;</span><i class=\"EmphasisTypeItalic \">v</i><sub>max</sub><span>&nbsp;</span>ranges up to 1150 m/s. All observed eruption velocities are less than 400 m/s, largely because (1) most solid material is expelled when<span>&nbsp;</span><i class=\"EmphasisTypeItalic \">m</i><sub>r</sub><span>&nbsp;</span>is high, hence<span>&nbsp;</span><i class=\"EmphasisTypeItalic \">v</i><sub>max</sub><span>&nbsp;</span>is low; (2) observations are made of large blocks the velocities of which may be less than the average for the mixture; (3) heat from solid particles is not efficiently transferred to the fluid during the eruptions; and (4) maximum velocities are reduced by choked flow or friction in the conduit.</p>","language":"English","publisher":"Springer","doi":"10.1007/BF00301399","issn":"02588900","usgsCitation":"Mastin, L., 1995, Thermodynamics of gas and steam-blast eruptions: Bulletin of Volcanology, v. 57, no. 2, p. 85-98, https://doi.org/10.1007/BF00301399.","productDescription":"14 p.","startPage":"85","endPage":"98","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true}],"links":[{"id":226447,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":205729,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1007/BF00301399"}],"volume":"57","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb281e4b08c986b325845","contributors":{"authors":[{"text":"Mastin, L.G.","contributorId":80313,"corporation":false,"usgs":true,"family":"Mastin","given":"L.G.","email":"","affiliations":[],"preferred":false,"id":381387,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018861,"text":"70018861 - 1995 - Chemistry and petrography of calcite in the KTB pilot borehole, Bavarian Oberpfalz, Germany","interactions":[],"lastModifiedDate":"2018-03-12T12:29:48","indexId":"70018861","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1213,"text":"Chemical Geology","active":true,"publicationSubtype":{"id":10}},"title":"Chemistry and petrography of calcite in the KTB pilot borehole, Bavarian Oberpfalz, Germany","docAbstract":"The KTB pilot borehole in northeast Bavaria, Germany, penetrates 4000 m of gneiss, amphibolite, and subordinate calc-silicate, lamprophyre and metagabbro. There are three types of calcite in the drilled section: 1) metamorphic calcite in calc-silicate and marble; 2) crack-filling calcite in all lithologies; and 3) replacement calcite in altered minerals. Crack-filling and replacement calcite postdate metamorphic calcite. Multiple calcite generations in individual cracks suggest that different generations of water repeatedly flowed through the same cracks. Crack-filling mineral assemblages that include calcite originally formed at temperatures of 150-350??C. Presently, crack-filling calcite is in chemical and isotopic equilibrium with saline to brackish water in the borehole at temperatures of ???120??C. The saline to brackish water contains a significant proportion of meteoric water. Re-equilibration of crack-filling calcite to lower temperatures means that calcite chemistry tells us little about water-rock interactions in the crystal section of temperatures higher than ~120??C. -from Author","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Chemical Geology","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Elsevier","doi":"10.1016/0009-2541(95)00063-R","issn":"00092541","usgsCitation":"Komor, S., 1995, Chemistry and petrography of calcite in the KTB pilot borehole, Bavarian Oberpfalz, Germany: Chemical Geology, v. 124, no. 3-4, p. 199-215, https://doi.org/10.1016/0009-2541(95)00063-R.","productDescription":"17 p.","startPage":"199","endPage":"215","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":226345,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":266050,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1016/0009-2541(95)00063-R"}],"volume":"124","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059f5a6e4b0c8380cd4c342","contributors":{"authors":[{"text":"Komor, S.C.","contributorId":21182,"corporation":false,"usgs":true,"family":"Komor","given":"S.C.","email":"","affiliations":[],"preferred":false,"id":380956,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70019083,"text":"70019083 - 1995 - Relation between stream-water quality and geohydrology during base-flow conditions, Roberts creek watershed, Clayton County, Iowa","interactions":[],"lastModifiedDate":"2016-03-16T15:55:44","indexId":"70019083","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3718,"text":"Water Resources Bulletin","printIssn":"0043-1370","active":true,"publicationSubtype":{"id":10}},"title":"Relation between stream-water quality and geohydrology during base-flow conditions, Roberts creek watershed, Clayton County, Iowa","docAbstract":"<p>An investigation to determine the relation between stream water quality and geohydrology in the Roberts Creek watershed, Clayton County, Iowa, was conducted during selected base-flow periods in 1988-90. Discharge measurements were made and water samples collected for analyses of nutrients and selected herbicides in 19 subbasins along the main stem and tributaries of Roberts Creek. The areal extent of unconsolidated and bedrock units subcropping in each subbasin was quantified. The hydrologic data were correlated statistically with the geologic data to determine relations. Roberts Creek generally gained water and had larger nitrogen concentrations in subbasins in which loess and alluvial material were underlain primarily by low-permeability till and shale units. Roberts Creek generally lost water and had lower nitrate concentrations in subbasins with subcropping karstic units. Nitrogen concentrations decreased in streams underlain by the karstic units because the nitrogen removed by biological processes was not replaced by ground-water inflow. Seepage from Roberts Creek to ground water in areas of subcropping karstic carbonate rocks reduced the flow, which reduced the velocity, causing increased residence time of water in the stream. The additional residence time may allow additional time for biological processes to remove nitrogen from solution. There was no significant relation between dissolved orthophosphate or atrazine and the underlying geology.</p>","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Water Resources Bulletin","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"American Water Resources Association","publisherLocation":"Bethesda, MD, United States","doi":"10.1111/j.1752-1688.1995.tb03387.x","issn":"00431370","usgsCitation":"Kalkhoff, S.J., 1995, Relation between stream-water quality and geohydrology during base-flow conditions, Roberts creek watershed, Clayton County, Iowa: Water Resources Bulletin, v. 31, no. 4, p. 593-604, https://doi.org/10.1111/j.1752-1688.1995.tb03387.x.","productDescription":"12 p.","startPage":"593","endPage":"604","numberOfPages":"12","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":226947,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Iowa","county":"Clayton County","otherGeospatial":"Roberts Creek watershed","volume":"31","issue":"4","noUsgsAuthors":false,"publicationDate":"2007-06-08","publicationStatus":"PW","scienceBaseUri":"50e4a648e4b0e8fec6cdc166","contributors":{"authors":[{"text":"Kalkhoff, Stephen J. 0000-0003-4110-1716 sjkalkho@usgs.gov","orcid":"https://orcid.org/0000-0003-4110-1716","contributorId":1731,"corporation":false,"usgs":true,"family":"Kalkhoff","given":"Stephen","email":"sjkalkho@usgs.gov","middleInitial":"J.","affiliations":[{"id":35680,"text":"Illinois-Iowa-Missouri Water Science Center","active":true,"usgs":true},{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true},{"id":36532,"text":"Central Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":381628,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018763,"text":"70018763 - 1995 - Use of hydrologic budgets and hydrochemistry to determine ground-water and surface-water interactions for Rapid Creek, Western South Dakota","interactions":[],"lastModifiedDate":"2012-03-12T17:19:28","indexId":"70018763","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Use of hydrologic budgets and hydrochemistry to determine ground-water and surface-water interactions for Rapid Creek, Western South Dakota","docAbstract":"The study of ground-water and surface-water interactions often employs streamflow-gaging records and hydrologic budgets to determine ground-water seepage. Because ground-water seepage usually is computed as a residual in the hydrologic budget approach, all uncertainty of measurement and estimation of budget components is associated with the ground-water seepage. This uncertainty can exceed the estimate, especially when streamflow and its associated error of measurement, is large relative to other budget components. In a study of Rapid Creek in western South Dakota, the hydrologic budget approach with hydrochemistry was combined to determine ground-water seepage. The City of Rapid City obtains most of its municipal water from three infiltration galleries (Jackson Springs, Meadowbrook, and Girl Scout) constructed in the near-stream alluvium along Rapid Creek. The reach of Rapid Creek between Pactola Reservoir and Rapid City and, in particular the two subreaches containing the galleries, were studied intensively to identify the sources of water to each gallery. Jackson Springs Gallery was found to pump predominantly ground water with a minor component of surface water. Meadowbrook and Girl Scout Galleries induce infiltration of surface water from Rapid Creek but also have a significant component of ground water.","largerWorkTitle":"International Symposium on Groundwater Management - Proceedings","conferenceTitle":"Proceedings of the International Symposium on Groundwater Management","conferenceDate":"14 August 1995 through 16 August 1995","conferenceLocation":"San Antonio, TX, USA","language":"English","publisher":"ASCE","publisherLocation":"New York, NY, United States","usgsCitation":"Anderson, M.T., 1995, Use of hydrologic budgets and hydrochemistry to determine ground-water and surface-water interactions for Rapid Creek, Western South Dakota, <i>in</i> International Symposium on Groundwater Management - Proceedings, San Antonio, TX, USA, 14 August 1995 through 16 August 1995, p. 145-150.","startPage":"145","endPage":"150","numberOfPages":"6","costCenters":[],"links":[{"id":227136,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bbf27e4b08c986b3299b3","contributors":{"authors":[{"text":"Anderson, Mark T. 0000-0002-1477-6788 manders@usgs.gov","orcid":"https://orcid.org/0000-0002-1477-6788","contributorId":1764,"corporation":false,"usgs":true,"family":"Anderson","given":"Mark","email":"manders@usgs.gov","middleInitial":"T.","affiliations":[{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true},{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true}],"preferred":false,"id":380682,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018772,"text":"70018772 - 1995 - Measurements of velocity and discharge, Grand Canyon, Arizona, May 1994","interactions":[],"lastModifiedDate":"2012-03-12T17:19:27","indexId":"70018772","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Measurements of velocity and discharge, Grand Canyon, Arizona, May 1994","docAbstract":"The U.S. Geological Survey (USGS) evaluated the feasibility of utilizing an acoustic Doppler current profiler (ADCP) to collect velocity and discharge data in the Colorado River in Grand Canyon, Arizona, in May 1994. An ADCP is an instrument that can be used to measure water velocity and discharge from a moving boat. Measurements of velocity and discharge were made with an ADCP at 54 cross sections along the Colorado River between the Little Colorado River and Diamond Creek. Concurrent measurements of discharge with an ADCP and a Price-AA current meter were made at three U.S. Geological Survey streamflow-gaging stations: Colorado River above the Little Colorado River near Desert View, Colorado River near Grand Canyon, and Colorado River above Diamond Creek near Peach Springs. Discharges measured with an ADCP were within 3 percent of the rated discharge at each streamflow-gaging station. Discharges measured with the ADCP were within 4 percent of discharges measured with a Price-AA meter, except at the Colorado River above Diamond Creek. Vertical velocity profiles were measured with the ADCP from a stationary position at four cross sections along the Colorado River. Graphs of selected vertical velocity profiles collected in a cross section near National Canyon show considerable temporal variation among profile.","largerWorkTitle":"International Water Resources Engineering Conference - Proceedings","conferenceTitle":"Proceedings of the 1st International Conference on Water Resources. Part 1 (of 2)","conferenceDate":"14 August 1995 through 18 August 1995","conferenceLocation":"San Antonio, TX, USA","language":"English","publisher":"ASCE","publisherLocation":"New York, NY, United States","usgsCitation":"Oberg, K.A., and Fisk, G.G., 1995, Measurements of velocity and discharge, Grand Canyon, Arizona, May 1994, <i>in</i> International Water Resources Engineering Conference - Proceedings, v. 2, San Antonio, TX, USA, 14 August 1995 through 18 August 1995, p. 1774-1778.","startPage":"1774","endPage":"1778","numberOfPages":"5","costCenters":[],"links":[{"id":227315,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a533ce4b0c8380cd6c959","contributors":{"editors":[{"text":"Espey William H.Combs Phil G.","contributorId":128391,"corporation":true,"usgs":false,"organization":"Espey William H.Combs Phil G.","id":536435,"contributorType":{"id":2,"text":"Editors"},"rank":1}],"authors":[{"text":"Oberg, Kevin A. kaoberg@usgs.gov","contributorId":928,"corporation":false,"usgs":true,"family":"Oberg","given":"Kevin","email":"kaoberg@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":380710,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fisk, Gregory G.","contributorId":51728,"corporation":false,"usgs":true,"family":"Fisk","given":"Gregory","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":380711,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70019053,"text":"70019053 - 1995 - Modeling photosynthetically active radiation in water of Tampa Bay, Florida, with emphasis on the geometry of incident irradiance","interactions":[],"lastModifiedDate":"2013-03-13T20:47:31","indexId":"70019053","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1587,"text":"Estuarine, Coastal and Shelf Science","active":true,"publicationSubtype":{"id":10}},"title":"Modeling photosynthetically active radiation in water of Tampa Bay, Florida, with emphasis on the geometry of incident irradiance","docAbstract":"A model is developed that uses a simplified geometric description of incident direct solar beam and diffuse skylight. The model incorporates effects of solar elevation angle and cloudiness on the amount of in-air photosynthetically active radiation (PAR) that passes through the air-water interface and on K0 in waters of relatively low turbidity. The value of K0 was estimated to vary as much as 41% on a clear summer day due to changes in solar elevation angle. The model was used to make estimates of the depth to which sea-grasses might receive adequate light for survival for a range of values of K0. -from Authors","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Estuarine, Coastal and Shelf Science","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"Elsevier","doi":"10.1006/ecss.1995.0025","usgsCitation":"Miller, R.L., and McPherson, B.F., 1995, Modeling photosynthetically active radiation in water of Tampa Bay, Florida, with emphasis on the geometry of incident irradiance: Estuarine, Coastal and Shelf Science, v. 40, no. 4, p. 359-377, https://doi.org/10.1006/ecss.1995.0025.","startPage":"359","endPage":"377","numberOfPages":"19","costCenters":[],"links":[{"id":269298,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1006/ecss.1995.0025"},{"id":226451,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"40","issue":"4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a5c1be4b0c8380cd6fa3a","contributors":{"authors":[{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":381532,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McPherson, B. F.","contributorId":62983,"corporation":false,"usgs":true,"family":"McPherson","given":"B.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":381533,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018898,"text":"70018898 - 1995 - Identifying trends in sediment discharge from alterations in upstream land use","interactions":[],"lastModifiedDate":"2013-03-13T21:18:43","indexId":"70018898","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1483,"text":"Effects of scale on interpretation and management of sediment and water quality. Proc. symposium, Boulder, 1995","active":true,"publicationSubtype":{"id":10}},"title":"Identifying trends in sediment discharge from alterations in upstream land use","docAbstract":"Environmental monitoring is a primary reason for collecting sediment data. One emphasis of this monitoring is identification of trends in suspended sediment discharge. A stochastic equation was used to generate time series of annual suspended sediment discharges using statistics from gaging stations with drainage areas between 1606 and 1 805 230 km2. Annual sediment discharge was increased linearly to yield a given increase at the end of a fixed period and trend statistics were computed for each simulation series using Kendal's tau (at 0.05 significance level). A parameter was calculated from two factors that control trend detection time: (a) the magnitude of change in sediment discharge, and (b) the natural variability of sediment discharge. In this analysis the detection of a trend at most stations is well over 100 years for a 20% increase in sediment discharge. Further research is needed to assess the sensitivity of detecting trends at sediment stations.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Effects of scale on interpretation and management of sediment and water quality. Proc. symposium, Boulder, 1995","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","usgsCitation":"Parker, R.S., and Osterkamp, W.R., 1995, Identifying trends in sediment discharge from alterations in upstream land use: Effects of scale on interpretation and management of sediment and water quality. Proc. symposium, Boulder, 1995, v. 226, p. 207-213.","startPage":"207","endPage":"213","numberOfPages":"7","costCenters":[],"links":[{"id":226802,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":269312,"type":{"id":11,"text":"Document"},"url":"https://iahs.info/redbooks/a226/iahs_226_0207.pdf"}],"volume":"226","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a385ce4b0c8380cd6153f","contributors":{"authors":[{"text":"Parker, R. S.","contributorId":104510,"corporation":false,"usgs":true,"family":"Parker","given":"R.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":381049,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Osterkamp, W. R.","contributorId":46044,"corporation":false,"usgs":true,"family":"Osterkamp","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":381048,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018918,"text":"70018918 - 1995 - Pesticides in near-surface aquifers: An assessment using highly sensitive analytical methods and tritium","interactions":[],"lastModifiedDate":"2019-02-25T07:06:48","indexId":"70018918","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2262,"text":"Journal of Environmental Quality","active":true,"publicationSubtype":{"id":10}},"title":"Pesticides in near-surface aquifers: An assessment using highly sensitive analytical methods and tritium","docAbstract":"<p>In 1992, the U.S. Geological Survey (USGS) determined the distribution of pesticides in near-surface aquifers of the midwestern USA to be much more widespread than originally determined during a 1991 USGS study. The frequency of pesticide detection increased from 28.4% during the 1991 study to 59.0% during the 1992 study. This increase in pesticide detection was primarily the result of a more sensitive analytical method that used reporting limits as much as 20 times lower than previously available and a threefold increase in the number of pesticide metabolites analyzed. No pesticide concentrations exceeded the U.S. Environmental Protection Agency's (USEPAs) maximum contaminant levels or health advisory levels for drinking water. However, five of the six most frequently detected compounds during 1992 were pesticide metabolites that currently do not have drinking water standards determined. The frequent presence of pesticide metabolites for this study documents the importance of obtaining information on these compounds to understand the fate and transport of pesticides in the hydrologic system. It appears that the 56 parent compounds analyzed follow similar pathways through the hydrologic system as atrazine. When atrazine was detected by routine or sensitive analytical methods, there was an increased likelihood of detecting additional parent compounds. As expected, the frequency of pesticide detection was highly dependent on the analytical reporting limit. The number of atrazine detections more than doubled as the reporting limit decreased from 0.10 to 0.01 &micro;g/L. The 1992 data provided no indication that the frequency of pesticide detection would level off as improved analytical methods provide concentrations below 0.003 &micro;g/L. A relation was determined between groundwater age and the frequency of pesticide detection, with 15.8% of the samples composed of pre-1953 water and 70.3% of the samples of post-1953 water having a detection of at least one pesticide or metabolite. Pre-1953 water is less likely to contain pesticides because it tends to predate the use of pesticides to increase crop production in the Midwest. Pre-1953 water was more likely to occur in the near-surface bedrock aquifers (50.0%) than in the near-surface unconsolidated aquifers (9.1%) sampled.</p>","language":"English","publisher":"ACSESS","doi":"10.2134/jeq1995.00472425002400060011x","issn":"00472425","usgsCitation":"Kolpin, D., Goolsby, D.A., and Thurman, E., 1995, Pesticides in near-surface aquifers: An assessment using highly sensitive analytical methods and tritium: Journal of Environmental Quality, v. 24, no. 6, p. 1125-1132, https://doi.org/10.2134/jeq1995.00472425002400060011x.","productDescription":"8 p.","startPage":"1125","endPage":"1132","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":226351,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"24","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a7757e4b0c8380cd7848b","contributors":{"authors":[{"text":"Kolpin, D.W.","contributorId":87565,"corporation":false,"usgs":true,"family":"Kolpin","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":381099,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goolsby, D. A.","contributorId":50508,"corporation":false,"usgs":true,"family":"Goolsby","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":381098,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thurman, E.M.","contributorId":102864,"corporation":false,"usgs":true,"family":"Thurman","given":"E.M.","affiliations":[],"preferred":false,"id":381100,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70018894,"text":"70018894 - 1995 - Scale as a factor in designing sampling programs for determination of annual trace element fluxes","interactions":[],"lastModifiedDate":"2013-03-13T21:18:00","indexId":"70018894","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1483,"text":"Effects of scale on interpretation and management of sediment and water quality. Proc. symposium, Boulder, 1995","active":true,"publicationSubtype":{"id":10}},"title":"Scale as a factor in designing sampling programs for determination of annual trace element fluxes","docAbstract":"Concentration data of suspended sediment-associated trace elements are a requisite for estimation of annual chemical fluxes. Fluvial suspended sediment and associated trace elements display marked shortterm spatial and temporal variability, suggesting that determination of annual fluxes requires high frequency depth and width integrated sampling and subsequent chemical analyses. When time scales are shifted from hours or days to a year, short-term variability is less important. A 2 year study on the Arkansas River indicates that it may be possible, after detailed site characterization of mean/median sediment chemical data, to estimate annual fluxes of trace elements solely through monitoring of discharge and suspended sediment concentration.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Effects of scale on interpretation and management of sediment and water quality. Proc. symposium, Boulder, 1995","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","usgsCitation":"Horowitz, A.J., 1995, Scale as a factor in designing sampling programs for determination of annual trace element fluxes: Effects of scale on interpretation and management of sediment and water quality. Proc. symposium, Boulder, 1995, v. 226, p. 293-301.","startPage":"293","endPage":"301","numberOfPages":"9","costCenters":[],"links":[{"id":226757,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":269311,"type":{"id":11,"text":"Document"},"url":"https://iahs.info/redbooks/a226/iahs_226_0293.pdf"}],"volume":"226","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b8707e4b08c986b316278","contributors":{"authors":[{"text":"Horowitz, A. J.","contributorId":102066,"corporation":false,"usgs":true,"family":"Horowitz","given":"A.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":381040,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70196001,"text":"70196001 - 1995 - Hydrological processes and the water budget of lakes","interactions":[],"lastModifiedDate":"2018-03-13T11:37:13","indexId":"70196001","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Hydrological processes and the water budget of lakes","docAbstract":"<p><span>Lakes interact with all components of the hydrological system: atmospheric water, surface water, and groundwater. The fluxes of water to and from lakes with regard to each of these components represent the water budget of a lake. Mathematically, the concept of a water budget is deceptively simple: income equals outgo, plus or minus change in storage. In practice, however, measuring the water fluxes to and from lakes accurately is not simple, because understanding of the various hydrological processes and the ability to measure the various hydrological components are limited.</span></p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Physics and chemistry of lakes","language":"English","publisher":"Springer","doi":"10.1007/978-3-642-85132-2_2","isbn":"978-3-642-85134-6","usgsCitation":"Winter, T.C., 1995, Hydrological processes and the water budget of lakes, chap. <i>of</i> Physics and chemistry of lakes, p. 37-62, https://doi.org/10.1007/978-3-642-85132-2_2.","productDescription":"26 p.","startPage":"37","endPage":"62","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":352433,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5aff20d0e4b0da30c1bfd5e1","contributors":{"editors":[{"text":"Lerman, Abraham","contributorId":203297,"corporation":false,"usgs":false,"family":"Lerman","given":"Abraham","email":"","affiliations":[],"preferred":false,"id":730874,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Imboden, Dieter M.","contributorId":203298,"corporation":false,"usgs":false,"family":"Imboden","given":"Dieter","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":730875,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Gat, Joel R.","contributorId":190595,"corporation":false,"usgs":false,"family":"Gat","given":"Joel","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":730876,"contributorType":{"id":2,"text":"Editors"},"rank":3}],"authors":[{"text":"Winter, Thomas C.","contributorId":84736,"corporation":false,"usgs":true,"family":"Winter","given":"Thomas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":730873,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018919,"text":"70018919 - 1995 - Cooling, degassing and compaction of rhyolitic ash flow tuffs: A computational model","interactions":[],"lastModifiedDate":"2019-05-15T08:37:18","indexId":"70018919","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1109,"text":"Bulletin of Volcanology","active":true,"publicationSubtype":{"id":10}},"title":"Cooling, degassing and compaction of rhyolitic ash flow tuffs: A computational model","docAbstract":"<p>Previous models of degassing, cooling and compaction of rhyolitic ash flow deposits are combined in a single computational model that runs on a personal computer. The model applies to a broader range of initial and boundary conditions than Riehle's earlier model, which did not integrate heat and mass flux with compaction and which for compound units was limited to two deposits. Model temperatures and gas pressures compare well with simple measured examples. The results indicate that degassing of volatiles present at deposition occurs within days to a few weeks. Compaction occurs for weeks to two to three years unless halted by devitrification; near-emplacement temperatures can persist for tens of years in the interiors of thick deposits. Even modest rainfall significantly chills the upper parts of ash deposits, but compaction in simple cooling units ends before chilling by rainwater influences cooling of the interior of the sheet. Rainfall does, however, affect compaction at the boundaries of deposits in compound cooling units, because the influx of heat from the overlying unit is inadequate to overcome heat previously lost to vaporization of water. Three density profiles from the Matahina Ignimbrite, a compound cooling unit, are fairly well reproduced by the model despite complexities arising from numerous cooling breaks. Uncertainties in attempts to correlate in detail among the profiles may be the result of the non-uniform distribution of individual deposits. Regardless, it is inferred that model compaction is approximately valid. Thus the model should be of use in reconstructing the emplacement history of compound ash deposits, for inferring the depositional environments of ancient deposits and for assessing how long deposits of modern ash flows are capable of generating phreatic eruptions or secondary ash flows.&nbsp;</p>","language":"English","publisher":"Springer","doi":"10.1007/BF00301291","issn":"02588900","usgsCitation":"Riehle, J., Miller, T., and Bailey, R., 1995, Cooling, degassing and compaction of rhyolitic ash flow tuffs: A computational model: Bulletin of Volcanology, v. 57, no. 5, p. 319-336, https://doi.org/10.1007/BF00301291.","productDescription":"18 p. ","startPage":"319","endPage":"336","costCenters":[{"id":615,"text":"Volcano Hazards Program","active":true,"usgs":true}],"links":[{"id":226393,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"57","issue":"5","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059fbe2e4b0c8380cd4e009","contributors":{"authors":[{"text":"Riehle, J.R.","contributorId":73573,"corporation":false,"usgs":true,"family":"Riehle","given":"J.R.","affiliations":[],"preferred":false,"id":381102,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, T.F.","contributorId":8235,"corporation":false,"usgs":true,"family":"Miller","given":"T.F.","email":"","affiliations":[],"preferred":false,"id":381101,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bailey, R. A.","contributorId":87531,"corporation":false,"usgs":true,"family":"Bailey","given":"R. A.","affiliations":[],"preferred":false,"id":381103,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":85747,"text":"85747 - 1995 - Marine turtles in the Southeast","interactions":[{"subject":{"id":85747,"text":"85747 - 1995 - Marine turtles in the Southeast","indexId":"85747","publicationYear":"1995","noYear":false,"title":"Marine turtles in the Southeast"},"predicate":"IS_PART_OF","object":{"id":70148108,"text":"70148108 - 1995 - Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems","indexId":"70148108","publicationYear":"1995","noYear":false,"title":"Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems"},"id":1}],"isPartOf":{"id":70148108,"text":"70148108 - 1995 - Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems","indexId":"70148108","publicationYear":"1995","noYear":false,"title":"Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems"},"lastModifiedDate":"2017-04-18T16:01:32","indexId":"85747","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Marine turtles in the Southeast","docAbstract":"<p>Five species of marine turtles frequent the beaches and offshore waters of the southeastern United States: loggerhead (<i>Caretta caretta</i>), green (<i>Chelonia mydas</i>), Kemp's ridley (<i>Lepidochelys kempii</i>), leatherback (<i>Dermochelys coriacea</i>), and hawksbill (<i>Eretmochelys imbricata</i>). All five are reported to nest, but only the loggerhead and green turtle do so in substantial numbers. Most nesting occurs from southern North Carolina to the middle west coast of Florida, but scattered nesting occurs from Virginia through southern Texas. The beaches of Florida, particularly in Brevard and Indian River counties, host what may be the world's largest population of loggerheads.</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems","largerWorkSubtype":{"id":15,"text":"Monograph"},"language":"English","publisher":"National Biological Service","publisherLocation":"Washington, DC","usgsCitation":"Dodd, C.K., 1995, Marine turtles in the Southeast, chap. <i>of</i> Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems, p. 121-123.","productDescription":"3 p.","startPage":"121","endPage":"123","costCenters":[{"id":275,"text":"Florida Integrated Science Center","active":false,"usgs":true}],"links":[{"id":339893,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://www.webharvest.gov/peth04/20041019015728/https://biology.usgs.gov/s+t/index.htm","linkHelpText":"Archived website"},{"id":127772,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ec96","contributors":{"editors":[{"text":"LaRoe, Edward T.","contributorId":112276,"corporation":false,"usgs":true,"family":"LaRoe","given":"Edward","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":504736,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Farris, Gaye S.","contributorId":84410,"corporation":false,"usgs":true,"family":"Farris","given":"Gaye","email":"","middleInitial":"S.","affiliations":[{"id":455,"text":"National Wetlands Research Center","active":true,"usgs":true}],"preferred":true,"id":504739,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Puckett, Catherine E. cpuckett@usgs.gov","contributorId":4629,"corporation":false,"usgs":true,"family":"Puckett","given":"Catherine","email":"cpuckett@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":504737,"contributorType":{"id":2,"text":"Editors"},"rank":3},{"text":"Doran, Peter D.","contributorId":17533,"corporation":false,"usgs":true,"family":"Doran","given":"Peter","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":504738,"contributorType":{"id":2,"text":"Editors"},"rank":4},{"text":"Mac, Michael J.","contributorId":16772,"corporation":false,"usgs":true,"family":"Mac","given":"Michael","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":504735,"contributorType":{"id":2,"text":"Editors"},"rank":5}],"authors":[{"text":"Dodd, C. Kenneth Jr.","contributorId":89215,"corporation":false,"usgs":true,"family":"Dodd","given":"C.","suffix":"Jr.","email":"","middleInitial":"Kenneth","affiliations":[],"preferred":false,"id":296314,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018855,"text":"70018855 - 1995 - Source, movement and age of groundwater in the upper part of the Mojave River Basin, California, USA","interactions":[],"lastModifiedDate":"2012-03-12T17:19:13","indexId":"70018855","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1934,"text":"IAHS-AISH Publication","active":true,"publicationSubtype":{"id":10}},"title":"Source, movement and age of groundwater in the upper part of the Mojave River Basin, California, USA","docAbstract":"Water samples from wells were collected and analysed for oxygen-18, deuterium, tritium, carbon-14, and carbon-13 to determine the source, movement and age of groundwater in the upper part of the Mojave River basin. Water in the alluvial aquifer has a median deuterium composition of -66??? and contains tritium, and was recently recharged by water from the Mojave River. Water in the regional aquifer near the Mojave River, near Summit Valley, and underlying several small washes has deuterium compositions heavier than -60???. Although some water in the regional aquifer near the Mojave River contains tritium, most of this water does not contain tritium. Carbon-14 data indicate that this water was recharged less than 2400 years ago. Water in the remainder of the regional aquifer has a median deuterium composition of -84???, which is as much as 20??? lighter than the volume-weighted deuterium composition of present-day precipitation. These data show that this water was recharged under climatic conditions different from average conditions today. Carbon-14 data indicate that some water in the regional aquifer was recharged more than 20 000 years ago.Water samples from wells were collected and analyzed for oxygen-18, deuterium, tritium, carbon-14, and carbon-13 to determine the source, movement and age of groundwater in the upper part of the Mojave River basin. Water in the alluvial aquifer has a median deuterium composition of -66qq and contains tritium, and was recently recharged by water from the Mojave River. Water in the regional aquifer near the Mojave River, near Summit Valley, and underlying several small washes has deuterium compositions heavier than -60qq. Although some water in the regional aquifer near the Mojave River contains tritium, most of this water does not contain tritium. Carbon-14 data indicate that this water was recharged less than 2400 years ago. Water in the remainder of the regional aquifer has a median deuterium composition of -84qq, which is as much as 20qq lighter than the volume-weighted deuterium composition of present-day precipitation. These data show that this water was recharged under climatic conditions different from average conditions today. Carbon-14 data indicate that some water in the regional aquifer was recharged more than 20 000 years ago.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"IAHS-AISH Publication","largerWorkSubtype":{"id":10,"text":"Journal Article"},"conferenceTitle":"Proceedings of the 1994 International Symposium on Application of Tracers in Arid Zone Hydrology","conferenceDate":"22 August 1994 through 26 August 1994","conferenceLocation":"Vienna, Italy","language":"English","publisher":"IAHS","publisherLocation":"Wallingford, United Kingdom","issn":"01447815","usgsCitation":"Izbicki, J., Martin, P., and Michel, R.L., 1995, Source, movement and age of groundwater in the upper part of the Mojave River Basin, California, USA: IAHS-AISH Publication, no. 232, p. 43-56.","startPage":"43","endPage":"56","numberOfPages":"14","costCenters":[],"links":[{"id":226933,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"issue":"232","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b9341e4b08c986b31a3d4","contributors":{"authors":[{"text":"Izbicki, J. A. 0000-0003-0816-4408","orcid":"https://orcid.org/0000-0003-0816-4408","contributorId":28244,"corporation":false,"usgs":true,"family":"Izbicki","given":"J. A.","affiliations":[],"preferred":false,"id":380940,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, P.","contributorId":24398,"corporation":false,"usgs":true,"family":"Martin","given":"P.","affiliations":[],"preferred":false,"id":380939,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Michel, R. L.","contributorId":86375,"corporation":false,"usgs":true,"family":"Michel","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":380941,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70019076,"text":"70019076 - 1995 - Concentrations, transport and biological effects of dormant spray pesticides in the San Francisco Estuary, California","interactions":[],"lastModifiedDate":"2019-02-25T08:43:51","indexId":"70019076","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1571,"text":"Environmental Toxicology and Chemistry","active":true,"publicationSubtype":{"id":10}},"title":"Concentrations, transport and biological effects of dormant spray pesticides in the San Francisco Estuary, California","docAbstract":"<p>The transport and biological effects of dormant spray pesticides were examined in the San Francisco Estuary, California, by measuring dissolved- pesticide concentrations and estimating toxicity using bioassays at a series of sites in January and February 1993. Distinct pulses of pesticides, including diazinon, methidathion, and chlorpyrifos, were detected in the San Joaquin River in January and February and in the Sacramento River in February following rainfall. The higher pesticide loads in the Sacramento River compared with those in the San Joaquin River can be attributed to the greater amount of rainfall in the Sacramento Valley. The use patterns and water solubility of the pesticides can account for the observed temporal and spatial distributions in the two rivers. The pesticide pulses detected at Sacramento were followed through the northern embayment of San Francisco Estuary. In contrast, the pesticide distribution in the Sacramento-San Joaquin Delta changed from distinct pulses to steady increases in concentration over time. Seven-day bioassays indicated that Sacramento River water at Rio Vista was acutely toxic to Ceriodaphnia dubia (water flea) for 3 consecutive d and San Joaquin River water at Vernalis for 12 consecutive d. These water samples all had the highest diazinon concentrations. Examination of 96-h LC50 values (lethal concentration that kills 50% of test organisms in 96 H) indicates that measured diazinon concentrations could account for most but not all the observed toxicity. Other pesticides present could contribute to the toxicity.</p>","language":"English","publisher":"Wiley","doi":"10.1002/etc.5620140704","issn":"07307268","usgsCitation":"Kuivila, K., and Foe, C., 1995, Concentrations, transport and biological effects of dormant spray pesticides in the San Francisco Estuary, California: Environmental Toxicology and Chemistry, v. 14, no. 7, p. 1141-1150, https://doi.org/10.1002/etc.5620140704.","productDescription":"10 p.","startPage":"1141","endPage":"1150","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true},{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":226860,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"14","issue":"7","noUsgsAuthors":false,"publicationDate":"1995-07-01","publicationStatus":"PW","scienceBaseUri":"5059f9a1e4b0c8380cd4d6d9","contributors":{"authors":[{"text":"Kuivila, K.M.","contributorId":34529,"corporation":false,"usgs":true,"family":"Kuivila","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":381605,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Foe, C.G.","contributorId":71329,"corporation":false,"usgs":true,"family":"Foe","given":"C.G.","affiliations":[],"preferred":false,"id":381606,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018924,"text":"70018924 - 1995 - The Geysers-Clear Lake geothermal area, California - An updated geophysical perspective of heat sources","interactions":[],"lastModifiedDate":"2024-04-19T19:00:58.3654","indexId":"70018924","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1828,"text":"Geothermics","active":true,"publicationSubtype":{"id":10}},"title":"The Geysers-Clear Lake geothermal area, California - An updated geophysical perspective of heat sources","docAbstract":"<p><span>The Geysers-Clear Lake geothermal area encompasses a large dry-steam production area in The Geysers field and a documented high-temperature, high-pressure, water-dominated system in the area largely south of Clear Lake, which has not been developed. Both systems have been extensively studied with geophysical techniques, drilling, and geological mapping during the past 20 years. An updated view is presented of the geological/geophysical complexities of the crust in The Geysers-Clear Lake region in order to address key unanswered questions about the heat source and tectonics. Early geophysical interpretations used a gravity low centered in the area between Clear Lake and The Geysers to suggest that a large magma chamber existed at depths starting at about 7 km. This first-order assumption of a large magma chamber expressed in the gravity data was used as a guide in subsequent geophysical and geological interpretations. Drill-hole temperature evidence is strongly suggestive of a shallow, hot-intrusive body, but in this paper the complexities are documented of the geological and geophysical data sets that make it difficult to pinpoint the location of “magma” or hot, solidified intrusive material. Forward modeling, multidimensional inversions, and ideal body analysis of the gravity data, new electromagnetic sounding models, and arguments made from other geophysical data sets suggest that many of the geophysical anomalies have significant contributions from rock property and physical state variations in the upper 7 km and not from ”magma“ at greater depths. Regional tectonic and magmatic processes are analyzed to develop an updated scenario for pluton emplacement that differs substantially from earlier interpretations. In addition, a rationale is outlined for future exploration for geothermal resources in The Geysers-Clear Lake area.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0375-6505(94)00048-H","issn":"03756505","usgsCitation":"Stanley, W.D., and Blakely, R., 1995, The Geysers-Clear Lake geothermal area, California - An updated geophysical perspective of heat sources: Geothermics, v. 24, no. 2, p. 187-221, https://doi.org/10.1016/0375-6505(94)00048-H.","productDescription":"35 p.","startPage":"187","endPage":"221","numberOfPages":"35","costCenters":[],"links":[{"id":226482,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"24","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505ba757e4b08c986b3214ed","contributors":{"authors":[{"text":"Stanley, W. D.","contributorId":86756,"corporation":false,"usgs":true,"family":"Stanley","given":"W.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":381111,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blakely, R.J. 0000-0003-1701-5236","orcid":"https://orcid.org/0000-0003-1701-5236","contributorId":70755,"corporation":false,"usgs":true,"family":"Blakely","given":"R.J.","affiliations":[],"preferred":false,"id":381110,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":85751,"text":"85751 - 1995 - Reef fishes of the Florida Keys","interactions":[{"subject":{"id":85751,"text":"85751 - 1995 - Reef fishes of the Florida Keys","indexId":"85751","publicationYear":"1995","noYear":false,"title":"Reef fishes of the Florida Keys"},"predicate":"IS_PART_OF","object":{"id":70148108,"text":"70148108 - 1995 - Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems","indexId":"70148108","publicationYear":"1995","noYear":false,"title":"Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems"},"id":1}],"isPartOf":{"id":70148108,"text":"70148108 - 1995 - Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems","indexId":"70148108","publicationYear":"1995","noYear":false,"title":"Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems"},"lastModifiedDate":"2017-04-18T16:55:07","indexId":"85751","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":5,"text":"Book chapter"},"publicationSubtype":{"id":24,"text":"Book Chapter"},"title":"Reef fishes of the Florida Keys","docAbstract":"<p>The Florida Keys are a chain of islands extending 320 km (199 mi) along the southern edge of the Florida Plateau from Biscayne Bay to the Dry Tortugas (101 km [63 mi] west of Key West). The Florida Reef Tract, a band of living coral reefs paralleling the Keys, extends from Fowey Rocks to the Marquesas and includes about 130 km (81 mi) of bank reefs and 6,000 patch reefs. For convenience, the Keys can be divided into the upper, middle, and lower Keys (Fig. 1).</p><p>The environmental and economic importance of the Florida Keys is indicated by the many protected or regulated areas, which include several national wildlife refuges, national parks, marine sanctuaries, and state-protected areas (Fig. 1). Because many recreational and commercial activities occur in nearshore habitats, these areas have high potential for environmental damage.</p><p>Relatively high rates of human population increase (28%-44%) are predicted over the next 20 years in some parts of the Keys; Monroe County, which includes all of the Keys, had a population growth of 160% during the past 40 years. Human activities associated with increased population growth may well ultimately disrupt the Florida Keys marine ecosystem and damage the area's overall economy. In recognition of this possibility, the Florida Keys National Marine Sanctuary was designated in 1990 under the Marine Protection, Research, and Sanctuaries Act, U.S. Public Law 101-605. The sanctuary includes 9,515 km<sup>2</sup> (3,673 mi<sup>2</sup>) of coastal waters around the Florida Keys. The Sanctuaries and Reserves Division of the National Oceanic and Atmospheric Administration was charged with developing a comprehensive management plan and regulations to protect sanctuary resources (NOAA 1995). We focus on the current status of Florida Keys reef fishes and areas where research is needed immediately.</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems","largerWorkSubtype":{"id":15,"text":"Monograph"},"language":"English","publisher":"National Biological Service","publisherLocation":"Washington, D.C.","usgsCitation":"Smith-Vaniz, W.F., Bohnsack, J.A., and Williams, J.D., 1995, Reef fishes of the Florida Keys, chap. <i>of</i> Our living resources: A report to the nation on the distribution, abundance, and health of U.S. plants, animals, and ecosystems, p. 279-284.","productDescription":"6 p.","startPage":"279","endPage":"284","costCenters":[{"id":275,"text":"Florida Integrated Science Center","active":false,"usgs":true}],"links":[{"id":127994,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":339901,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://www.webharvest.gov/peth04/20041019015728/https://biology.usgs.gov/s+t/index.htm","linkHelpText":"Archived website"}],"country":"United States","state":"Florida","otherGeospatial":"Florida Keys","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db635244","contributors":{"editors":[{"text":"LaRoe, Edward T.","contributorId":112276,"corporation":false,"usgs":true,"family":"LaRoe","given":"Edward","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":504746,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Farris, Gaye S.","contributorId":84410,"corporation":false,"usgs":true,"family":"Farris","given":"Gaye","email":"","middleInitial":"S.","affiliations":[{"id":455,"text":"National Wetlands Research Center","active":true,"usgs":true}],"preferred":true,"id":504749,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Puckett, Catherine E. cpuckett@usgs.gov","contributorId":4629,"corporation":false,"usgs":true,"family":"Puckett","given":"Catherine","email":"cpuckett@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":504747,"contributorType":{"id":2,"text":"Editors"},"rank":3},{"text":"Doran, Peter D.","contributorId":17533,"corporation":false,"usgs":true,"family":"Doran","given":"Peter","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":504748,"contributorType":{"id":2,"text":"Editors"},"rank":4},{"text":"Mac, Michael J.","contributorId":16772,"corporation":false,"usgs":true,"family":"Mac","given":"Michael","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":504745,"contributorType":{"id":2,"text":"Editors"},"rank":5}],"authors":[{"text":"Smith-Vaniz, William F.","contributorId":152526,"corporation":false,"usgs":false,"family":"Smith-Vaniz","given":"William","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":296321,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bohnsack, James A.","contributorId":9602,"corporation":false,"usgs":true,"family":"Bohnsack","given":"James","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":296320,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Williams, James D.","contributorId":17690,"corporation":false,"usgs":false,"family":"Williams","given":"James","email":"","middleInitial":"D.","affiliations":[{"id":12556,"text":"Florida Fish and Wildlife Conservation Commission","active":true,"usgs":false}],"preferred":false,"id":296322,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70018887,"text":"70018887 - 1995 - Simulation models for conservative and nonconservative solute transport in streams","interactions":[],"lastModifiedDate":"2013-03-13T21:17:11","indexId":"70018887","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1483,"text":"Effects of scale on interpretation and management of sediment and water quality. Proc. symposium, Boulder, 1995","active":true,"publicationSubtype":{"id":10}},"title":"Simulation models for conservative and nonconservative solute transport in streams","docAbstract":"Solute transport in streams is governed by a suite of hydrologic and chemical processes. Interactions between hydrologic processes and chemical reactions may be quantified through a combination of field-scale experimentation and simulation modeling. Two mathematical models that simulate conservative and nonconservative solute transport in streams are presented. A model for conservative solutes that considers One Dimensional Transport with Inflow and Storage (OTIS) may be used in conjunction with tracer-dilution methods to quantify hydrologic transport processes (advection, dispersion, lateral inflow and transient storage). For nonconservative solutes, a model known as OTEQ may be used to quantify chemical processes within the context of hydrologic transport. OTEQ combines the transport mechanisms in OTIS with a chemical equilibrium sub-model that considers complexation, precipitation/dissolution and sorption. OTEQ has been used to quantify processes affecting trace metals in two streams in the Rocky Mountains of Colorado, USA.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Effects of scale on interpretation and management of sediment and water quality. Proc. symposium, Boulder, 1995","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","usgsCitation":"Runkel, R., 1995, Simulation models for conservative and nonconservative solute transport in streams: Effects of scale on interpretation and management of sediment and water quality. Proc. symposium, Boulder, 1995, v. 226, p. 153-159.","startPage":"153","endPage":"159","numberOfPages":"7","costCenters":[],"links":[{"id":226664,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":269310,"type":{"id":11,"text":"Document"},"url":"https://water.usgs.gov/software/OTIS/addl/misc/iahs_226_0153.pdf"}],"volume":"226","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b8febe4b08c986b31920b","contributors":{"authors":[{"text":"Runkel, R.L.","contributorId":97529,"corporation":false,"usgs":true,"family":"Runkel","given":"R.L.","affiliations":[],"preferred":false,"id":381024,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70019136,"text":"70019136 - 1995 - Effect of ground-water/surface-water interactions on nitrate concentrations in discharge from the South Platte River alluvial aquifer, Colorado","interactions":[],"lastModifiedDate":"2012-03-12T17:19:16","indexId":"70019136","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Effect of ground-water/surface-water interactions on nitrate concentrations in discharge from the South Platte River alluvial aquifer, Colorado","docAbstract":"Concentrations of dissolved nitrate in recharge-area water from a 200-km2 segment of the South Platte River alluvial aquifer near Greeley, Colorado, range from less than 0.1 to 58 mg/l as nitrogen, and the median concentration is 26 mg/l as nitrogen. Hydraulic-head data indicate that this nitrate-enriched ground water move toward the South Platte River. However, the median concentration of nitrate in ground water from the discharge area is only about 9 mg/l as nitrogen. Moreover, measurements of dissolved oxygen, nitrogen gas, nitrate, and nitrate-nitrogen isotope ratios are then taken, and comparison between chloride and silica concentrations in river and ground waters are also made.","largerWorkTitle":"International Symposium on Groundwater Management - Proceedings","conferenceTitle":"Proceedings of the International Symposium on Groundwater Management","conferenceDate":"14 August 1995 through 16 August 1995","conferenceLocation":"San Antonio, TX, USA","language":"English","publisher":"ASCE","publisherLocation":"New York, NY, United States","usgsCitation":"McMahon, P., and Böhlke, J., 1995, Effect of ground-water/surface-water interactions on nitrate concentrations in discharge from the South Platte River alluvial aquifer, Colorado, <i>in</i> International Symposium on Groundwater Management - Proceedings, San Antonio, TX, USA, 14 August 1995 through 16 August 1995, p. 156-158.","startPage":"156","endPage":"158","numberOfPages":"3","costCenters":[],"links":[{"id":226318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a05e5e4b0c8380cd50ff5","contributors":{"authors":[{"text":"McMahon, P.B. 0000-0001-7452-2379","orcid":"https://orcid.org/0000-0001-7452-2379","contributorId":10762,"corporation":false,"usgs":true,"family":"McMahon","given":"P.B.","affiliations":[],"preferred":false,"id":381774,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Böhlke, J.K. 0000-0001-5693-6455","orcid":"https://orcid.org/0000-0001-5693-6455","contributorId":96696,"corporation":false,"usgs":true,"family":"Böhlke","given":"J.K.","affiliations":[],"preferred":false,"id":381775,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018857,"text":"70018857 - 1995 - Fate, bioavailability and toxicity of silver in estuarine environments","interactions":[],"lastModifiedDate":"2019-02-25T09:41:59","indexId":"70018857","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2676,"text":"Marine Pollution Bulletin","active":true,"publicationSubtype":{"id":10}},"title":"Fate, bioavailability and toxicity of silver in estuarine environments","docAbstract":"<p>The chemistry and bioavailability of Ag contribute to its high toxicity in marine and estuarine waters. Silver is unusual, in that both the dominant speciation reaction in seawater and the processes important in sorbing Ag in sediments favour enhanced bioavailability. Formation of a stable chloro complex favours dispersal of dissolved Ag, and the abundant chloro complex is available to biota. Sequestration by sediments also occurs, but with relatively slow kinetics. Amorphous aggregated coatings enhance Ag accumulation in sediments, as well as Ag uptake from sediments by deposit feeders. In estuaries, the bioaccumulation of Ag increases 56-fold with each unit of increased Ag concentration in sediments. Toxicity for sensitive marine species occurs at absolute concentrations as low as those observed for any nonalkylated metal, partly because bioaccumulation increases so steeply with contamination. The environmental window of tolerance to Ag in estuaries could be narrower than for many elements.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0025-326X(95)00081-W","issn":"0025326X","usgsCitation":"Luoma, S., Ho, Y., and Bryan, G., 1995, Fate, bioavailability and toxicity of silver in estuarine environments: Marine Pollution Bulletin, v. 31, no. 1-3, p. 44-54, https://doi.org/10.1016/0025-326X(95)00081-W.","productDescription":"11 p.","startPage":"44","endPage":"54","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":205812,"rank":9999,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1016/0025-326X(95)00081-W"},{"id":226935,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"31","issue":"1-3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0f15e4b0c8380cd5375a","contributors":{"authors":[{"text":"Luoma, S. N.","contributorId":86353,"corporation":false,"usgs":true,"family":"Luoma","given":"S. N.","affiliations":[],"preferred":false,"id":380945,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ho, Y.B.","contributorId":27208,"corporation":false,"usgs":true,"family":"Ho","given":"Y.B.","email":"","affiliations":[],"preferred":false,"id":380943,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bryan, G.W.","contributorId":84402,"corporation":false,"usgs":true,"family":"Bryan","given":"G.W.","email":"","affiliations":[],"preferred":false,"id":380944,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70018762,"text":"70018762 - 1995 - Tilted middle Tertiary ash-flow calderas and subjacent granitic plutons, southern Stillwater Range, Nevada: Cross sections of an Oligocene igneous center","interactions":[],"lastModifiedDate":"2023-12-23T15:44:44.739972","indexId":"70018762","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1786,"text":"Geological Society of America Bulletin","active":true,"publicationSubtype":{"id":10}},"title":"Tilted middle Tertiary ash-flow calderas and subjacent granitic plutons, southern Stillwater Range, Nevada: Cross sections of an Oligocene igneous center","docAbstract":"<p>Steeply tilted late Oligocene caldera systems in the Stillwater caldera complex record a number of unusual features including extreme thickness of caldera-related deposits (&gt;4–5.5 km), lack of conclusive evidence for structural doming of the calderas despite intrusion of cogenetic plutonic rocks, and preservation of vertical compositional zoning in the plutonic rocks. The Stillwater caldera complex comprises three partly overlapping ash-flow calderas and subjacent plutonic rocks that were steeply tilted during early Miocene extension. The calderas and cogenetic plutonic rocks are exposed in cross section over an unusually large depth range of ∼10 km.</p><p>The Job Canyon caldera, the oldest (ca. 29–28 Ma) caldera, consists of two structural blocks. The north block consists of 0–1500 m of precollapse intermediate composition lava flows and breccias overlain by 2000 m of intracaldera rhyolite ash-flow tuff locally interbedded with thick sequences of caldera-collapse breccia, overlain in turn by 2500 m of intermediate lava flows and minor lacustrine and fluvial sedimentary rocks. The south block consists of thinner sequences (total thickness ≤2500 m) of intermediate lava flows and ash-flow tuff with local interbedded collapse breccia. The north part of the caldera is intruded by the cogenetic IXL pluton, which is vertically zoned downward from granodiorite to quartz monzodiorite.</p><p>The 25 to 23 Ma Poco Canyon and Elevenmile Canyon calderas and underlying Freeman Creek pluton overlap in time and space with each other. Caldera-related deposits in the Poco Canyon caldera comprise two cooling units of crystal-rich rhyolite and high-silica rhyolite tuff (tuff of Poco Canyon) separated by a unit of crystal-poor high-silica rhyolite tuff and caldera-collapse breccia (megabreccia of Government Trail Canyon) and by a thick unit of crystal-rich rhyolite and trachydacite ash-flow tuff related to the Elevenmile Canyon caldera (tuff of Elevenmile Canyon). Total thickness of caldera-related deposits is locally &gt;4500 m in the Poco Canyon caldera. The Elevenmile Canyon caldera is filled by &gt;3000 m of ash-flow tuff (tuff of Elevenmile Canyon), locally overlain by a unit of water-laid rhyolite tuff and sedimentary rocks and by a locally thick unit of rhyolite ash-flow tuff (tuff of Lee Canyon). Total thickness of caldera-related deposits in the Elevenmile Canyon caldera is &gt;4000 m. The composite Freeman Creek pluton intrudes the central and north parts of these calderas and consists of an older granodiorite porphyry phase probably related to the Elevenmile Canyon caldera and a younger granite phase probably related to the Poco Canyon caldera. A 7-km-long, texturally zoned rhyolite-porphyry to granite-porphyry dike intruded the north edges of these calderas and is probably a ring-fracture dike related to the Poco Canyon caldera.</p><p>Caldera collapse occurred mostly along subvertical ring-fracture faults that penetrated to depths of &gt;5 km and were repeatedly active during eruption of ash-flow tuffs. Subsidiary growth faults with relatively minor displacement are present in caldera-related deposits in the interior of the Job Canyon caldera. A fault separating the two structural blocks of the Job Canyon caldera later served as the north walls of both the Poco Canyon and the Elevenmile Canyon calderas. A second, long-active fault formed the south margin of the Job Canyon caldera, separated the Poco Canyon and Elevenmile Canyon calderas into blocks with greatly different amounts of caldera-related deposits, and later was reactivated during early Miocene extension. The calderas collapsed as large piston-like blocks, and there is no evidence for chaotic collapse. Preserved parts of caldera floors are relatively flat surfaces several kilometers across.</p>","language":"English","publisher":"Geological Society of America","doi":"10.1130/0016-7606(1995)107<0180:TMTAFC>2.3.CO;2","usgsCitation":"John, D., 1995, Tilted middle Tertiary ash-flow calderas and subjacent granitic plutons, southern Stillwater Range, Nevada: Cross sections of an Oligocene igneous center: Geological Society of America Bulletin, v. 107, no. 2, p. 180-200, https://doi.org/10.1130/0016-7606(1995)107<0180:TMTAFC>2.3.CO;2.","productDescription":"21 p.","startPage":"180","endPage":"200","numberOfPages":"21","costCenters":[],"links":[{"id":227135,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"107","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bb38ce4b08c986b325e64","contributors":{"authors":[{"text":"John, D. A.","contributorId":43748,"corporation":false,"usgs":true,"family":"John","given":"D. A.","affiliations":[],"preferred":false,"id":380681,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018761,"text":"70018761 - 1995 - Simulation of interaction between ground water in an alluvial aquifer and surface water in a large braided river","interactions":[],"lastModifiedDate":"2012-03-12T17:19:28","indexId":"70018761","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Simulation of interaction between ground water in an alluvial aquifer and surface water in a large braided river","docAbstract":"The Fairbanks, Alaska, area has many contaminated sites in a shallow alluvial aquifer. A ground-water flow model is being developed using the MODFLOW finite-difference ground-water flow model program with the River Package. The modeled area is discretized in the horizontal dimensions into 118 rows and 158 columns of approximately 150-meter square cells. The fine grid spacing has the advantage of providing needed detail at the contaminated sites and surface-water features that bound the aquifer. However, the fine spacing of cells adds difficulty to simulating interaction between the aquifer and the large, braided Tanana River. In particular, the assignment of a river head is difficult if cells are much smaller than the river width. This was solved by developing a procedure for interpolating and extrapolating river head using a river distance function. Another problem is that future transient simulations would require excessive numbers of input records using the current version of the River Package. The proposed solution to this problem is to modify the River Package to linearly interpolate river head for time steps within each stress period, thereby reducing the number of stress periods required.","largerWorkTitle":"International Symposium on Groundwater Management - Proceedings","conferenceTitle":"Proceedings of the International Symposium on Groundwater Management","conferenceDate":"14 August 1995 through 16 August 1995","conferenceLocation":"San Antonio, TX, USA","language":"English","publisher":"ASCE","publisherLocation":"New York, NY, United States","usgsCitation":"Leake, S.A., and Lilly, M.R., 1995, Simulation of interaction between ground water in an alluvial aquifer and surface water in a large braided river, <i>in</i> International Symposium on Groundwater Management - Proceedings, San Antonio, TX, USA, 14 August 1995 through 16 August 1995, p. 325-330.","startPage":"325","endPage":"330","numberOfPages":"6","costCenters":[],"links":[{"id":227134,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b906ae4b08c986b3194b7","contributors":{"authors":[{"text":"Leake, S. A.","contributorId":52164,"corporation":false,"usgs":true,"family":"Leake","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":380680,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lilly, M. R.","contributorId":38594,"corporation":false,"usgs":true,"family":"Lilly","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":380679,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70018925,"text":"70018925 - 1995 - Sediment resuspension mechanisms in Old Tampa Bay, Florida","interactions":[],"lastModifiedDate":"2023-10-03T15:12:47.938555","indexId":"70018925","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1587,"text":"Estuarine, Coastal and Shelf Science","active":true,"publicationSubtype":{"id":10}},"title":"Sediment resuspension mechanisms in Old Tampa Bay, Florida","docAbstract":"<p><span>The mechanisms that resuspend bottom sediments in Old Tampa Bay, a shallow, microtidal, subtropical estuary in west-central Florida, were determined by analysing data collected during several periods from 1988 to 1990. Hydrodynamic and suspended-solids concentration data were collected at a relatively deep (4</span><span>&nbsp;</span><span>m) site where a permanent platform was built and at a relatively shallow (1·5</span><span>&nbsp;</span><span>m) site where a submersible instrument package was deployed. Bottom sediments were non-cohesive silts and fine sands. The primary sediment resuspension mechanism at both sites was wind waves, which were generated by strong and sustained winds associated with winter storms and tropical storms. At the platform, waves were depth-transitional, and estimated bottom shear stresses were most sensitive to wave period and water depth. Concentrations of suspended solids at this site corresponded well with wave motion, and non-linear wave-current interaction was small. At the shallow-water site, concentrations of suspended solids were elevated during periods of strong north-easterly winds and large bottom orbital velocities. At both sites, wind direction was an important factor in determining the occurrence and magnitude of sediment resuspension. Resuspended sediments settled within several hours as storm intensity diminished. Winds and waves generated by thunderstorms were more transient than those generated by winter storms and tropical storms. Based on the data collected during this study, thunderstorms are less likely to resuspend bottom sediment than winter storms and tropical storms. Maximum tidal currents at the study sites are usually less than 15</span><span>&nbsp;</span><span>cm s</span><sup>−1</sup><span>and did not increase observed concentrations of suspended solids.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1006/ecss.1995.0041","usgsCitation":"Schoellhamer, D., 1995, Sediment resuspension mechanisms in Old Tampa Bay, Florida: Estuarine, Coastal and Shelf Science, v. 40, no. 6, p. 603-620, https://doi.org/10.1006/ecss.1995.0041.","productDescription":"18 p.","startPage":"603","endPage":"620","costCenters":[],"links":[{"id":226483,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Old Tampa Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.52908503011928,\n              27.842463075881383\n            ],\n            [\n              -82.53898569165497,\n              27.84871611869343\n            ],\n            [\n              -82.5382785015456,\n              27.861221122682508\n            ],\n            [\n              -82.52625626968052,\n              27.876225223280002\n            ],\n            [\n              -82.5276706498999,\n              27.882476318607175\n            ],\n            [\n              -82.52696345979052,\n              27.91060178169785\n            ],\n            [\n              -82.52201312902235,\n              27.933721685430825\n            ],\n            [\n              -82.5361569312162,\n              27.946841593082354\n            ],\n            [\n              -82.54747197297196,\n              27.966830768749787\n            ],\n            [\n              -82.55030073341075,\n              27.97370119293504\n            ],\n            [\n              -82.57222362681155,\n              27.983693756137043\n            ],\n            [\n              -82.59202494988297,\n              27.983693756137043\n            ],\n            [\n              -82.61182627295506,\n              27.99430984001468\n            ],\n            [\n              -82.60758313229692,\n              28.00430049329593\n            ],\n            [\n              -82.61324065317443,\n              28.011792875347226\n            ],\n            [\n              -82.62314131471015,\n              28.02178190736211\n            ],\n            [\n              -82.64223544767222,\n              28.029273073214696\n            ],\n            [\n              -82.64860015865976,\n              28.02178190736211\n            ],\n            [\n              -82.65991520041484,\n              28.01928473623147\n            ],\n            [\n              -82.65991520041484,\n              28.006798011881486\n            ],\n            [\n              -82.66415834107302,\n              28.016787507183167\n            ],\n            [\n              -82.66132958063424,\n              28.031770012640706\n            ],\n            [\n              -82.67971652348695,\n              28.03863629732622\n            ],\n            [\n              -82.68537404436448,\n              28.033642679190493\n            ],\n            [\n              -82.69881065644897,\n              28.044877994058297\n            ],\n            [\n              -82.70446817732655,\n              28.042381358826475\n            ],\n            [\n              -82.69456751579084,\n              28.026151817466484\n            ],\n            [\n              -82.68820280480325,\n              28.018036128946818\n            ],\n            [\n              -82.68537404436448,\n              28.008671112823237\n            ],\n            [\n              -82.67971652348695,\n              28.00430049329593\n            ],\n            [\n              -82.69173875535208,\n              27.989314166059003\n            ],\n            [\n              -82.70800412787536,\n              27.9818202210579\n            ],\n            [\n              -82.70871131798471,\n              27.976199420527166\n            ],\n            [\n              -82.69951784655835,\n              27.976199420527166\n            ],\n            [\n              -82.70729693776532,\n              27.964956940772822\n            ],\n            [\n              -82.71366164875289,\n              27.961833821840997\n            ],\n            [\n              -82.72639107072739,\n              27.956211980026808\n            ],\n            [\n              -82.73063421138552,\n              27.944342685903422\n            ],\n            [\n              -82.73275578171491,\n              27.929348028825274\n            ],\n            [\n              -82.71649040919168,\n              27.929348028825274\n            ],\n            [\n              -82.69951784655835,\n              27.918725554506295\n            ],\n            [\n              -82.69244594546143,\n              27.919350434829852\n            ],\n            [\n              -82.67405900260938,\n              27.90747709121173\n            ],\n            [\n              -82.65496486964736,\n              27.904352310468497\n            ],\n            [\n              -82.65001453887915,\n              27.887476935083313\n            ],\n            [\n              -82.63516354657527,\n              27.88310140829614\n            ],\n            [\n              -82.62738445536831,\n              27.88310140829614\n            ],\n            [\n              -82.6174837938326,\n              27.875600093904765\n            ],\n            [\n              -82.619605364162,\n              27.865597533300388\n            ],\n            [\n              -82.60333999163875,\n              27.860595906739533\n            ],\n            [\n              -82.60192561141936,\n              27.845589642350276\n            ],\n            [\n              -82.592732139993,\n              27.829330512698263\n            ],\n            [\n              -82.52908503011928,\n              27.842463075881383\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"40","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505b89bae4b08c986b316e7b","contributors":{"authors":[{"text":"Schoellhamer, D. H. 0000-0001-9488-7340","orcid":"https://orcid.org/0000-0001-9488-7340","contributorId":85624,"corporation":false,"usgs":true,"family":"Schoellhamer","given":"D. H.","affiliations":[],"preferred":false,"id":381112,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70018856,"text":"70018856 - 1995 - Recent advances in understanding the interaction of groundwater and surface water","interactions":[],"lastModifiedDate":"2018-03-13T11:32:23","indexId":"70018856","displayToPublicDate":"1995-01-01T00:00:00","publicationYear":"1995","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3283,"text":"Reviews of Geophysics","active":true,"publicationSubtype":{"id":10}},"title":"Recent advances in understanding the interaction of groundwater and surface water","docAbstract":"<p><span>The most common image of the interaction of groundwater and surface water is that of the interaction of streams with a contiguous alluvial aquifer. This type of system has been the focus of study for more than 100 years, from the work of Boussinesq (1877) to the present, and stream-aquifer interaction continues to be the most common topic of papers discussing the interaction of groundwater and surface water. However, groundwater and surface water interact in a wide variety of landscapes from alpine to coastal. Within these landscapes, ground-water systems range in scale from local to regional, and the types of surface water include streams, lakes, wetlands, and oceans. Given the broad spectrum of the topic of groundwater and surface water interaction, an overview of studies of this topic could be organized according to surface water type, landscape type, scale of hydrologic systems, or field and analytical methods. All these factors are discussed, but this paper is organized according to landscape type because of the great increase in studies of the interaction of groundwater and surface water in landscapes other than riverine systems in the last 15 years. Furthermore, discussing studies by landscape type facilitates comparison of methods and results from different geologic and climatic settings. The general landscapes discussed are mountain terrane, riverine systems, coastal terrane, hummocky terrane, and karst terrane.</span></p>","language":"English","publisher":"AGU","doi":"10.1029/95RG00115","issn":"87551209","usgsCitation":"Winter, T.C., 1995, Recent advances in understanding the interaction of groundwater and surface water: Reviews of Geophysics, v. 33, no. S2, p. 985-994, https://doi.org/10.1029/95RG00115.","productDescription":"10 p.","startPage":"985","endPage":"994","numberOfPages":"10","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":226934,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"33","issue":"S2","noUsgsAuthors":false,"publicationDate":"2012-12-06","publicationStatus":"PW","scienceBaseUri":"505a95e2e4b0c8380cd81cbb","contributors":{"authors":[{"text":"Winter, Thomas C.","contributorId":84736,"corporation":false,"usgs":true,"family":"Winter","given":"Thomas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":380942,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}