{"pageNumber":"258","pageRowStart":"6425","pageSize":"25","recordCount":10959,"records":[{"id":31210,"text":"ofr0131 - 2001 - Geologic map and digital database of the Conejo Well 7.5 minute quadrangle, Riverside County, southern California","interactions":[],"lastModifiedDate":"2022-09-28T19:59:42.780941","indexId":"ofr0131","displayToPublicDate":"2001-10-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2001-31","title":"Geologic map and digital database of the Conejo Well 7.5 minute quadrangle, Riverside County, southern California","docAbstract":"This data set maps and describes the geology of the Conejo Well 7.5 minute quadrangle, Riverside County, southern California. The quadrangle, situated in Joshua Tree National Park in the eastern Transverse Ranges physiographic and structural province, encompasses part of the northern Eagle Mountains and part of the south flank of Pinto Basin. It is underlain by a basement terrane comprising Proterozoic metamorphic rocks, Mesozoic plutonic rocks, and Mesozoic and Mesozoic or Cenozoic hypabyssal dikes. The basement terrane is capped by a widespread Tertiary erosion surface preserved in remnants in the Eagle Mountains and buried beneath Cenozoic deposits in Pinto Basin. Locally, Miocene basalt overlies the erosion surface. A sequence of at least three Quaternary pediments is planed into the north piedmont of the Eagle Mountains, each in turn overlain by successively younger residual and alluvial deposits. \r\nThe Tertiary erosion surface is deformed and broken by north-northwest-trending, high-angle, dip-slip faults in the Eagle Mountains and an east-west trending system of high-angle dip- and left-slip faults. In and adjacent to the Conejo Well quadrangle, faults of the northwest-trending set displace Miocene sedimentary rocks and basalt deposited on the Tertiary erosion surface and Pliocene and (or) Pleistocene deposits that accumulated on the oldest pediment. Faults of this system appear to be overlain by Pleistocene deposits that accumulated on younger pediments. East-west trending faults are younger than and perhaps in part coeval with faults of the northwest-trending set. \r\n\r\nThe Conejo Well database was created using ARCVIEW and ARC/INFO, which are geographical information system (GIS) software products of Envronmental Systems Research Institute (ESRI). The database consists of the following items: (1) a map coverage showing faults and geologic contacts and units, (2) a separate coverage showing dikes, (3) a coverage showing structural data, (4) a point coverage containing line ornamentation, and (5) a scanned topographic base at a scale of 1:24,000. The coverages include attribute tables for geologic units (polygons and regions), contacts (arcs), and site-specific data (points). The database, accompanied by a pamphlet file and this metadata file, also includes the following graphic and text products: (1) A portable document file (.pdf) containing a navigable graphic of the geologic map on a 1:24,000 topographic base. The map is accompanied by a marginal explanation consisting of a Description of Map and Database Units (DMU), a Correlation of Map and Database Units (CMU), and a key to point-and line-symbols. (2) Separate .pdf files of the DMU and CMU, individually. (3) A PostScript graphic-file containing the geologic map on a 1:24,000 topographic base accompanied by the marginal explanation. (4) A pamphlet that describes the database and how to access it. Within the database, geologic contacts , faults, and dikes are represented as lines (arcs), geologic units as polygons and regions, and site-specific data as points. Polygon, arc, and point attribute tables (.pat, .aat, and .pat, respectively) uniquely identify each geologic datum and link it to other tables (.rel) that provide more detailed geologic information.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr0131","usgsCitation":"Powell, R.E., 2001, Geologic map and digital database of the Conejo Well 7.5 minute quadrangle, Riverside County, southern California (Online only, Version 1.0): U.S. Geological Survey Open-File Report 2001-31, HTML Document, https://doi.org/10.3133/ofr0131.","productDescription":"HTML Document","onlineOnly":"Y","costCenters":[],"links":[{"id":160350,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":407543,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_34881.htm","linkFileType":{"id":5,"text":"html"}},{"id":2744,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/2001/of01-031/","linkFileType":{"id":5,"text":"html"}}],"scale":"24000","country":"United States","state":"California","county":"Riverside County","otherGeospatial":"Conejo Well, 7.5 minute quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115.75,\n              33.75\n            ],\n            [\n              -115.625,\n              33.75\n            ],\n            [\n              -115.625,\n              33.875\n            ],\n            [\n              -115.75,\n              33.875\n            ],\n            [\n              -115.75,\n              33.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","edition":"Online only, Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a49d9","contributors":{"authors":[{"text":"Powell, Robert E. 0000-0001-7682-1655 rpowell@usgs.gov","orcid":"https://orcid.org/0000-0001-7682-1655","contributorId":4210,"corporation":false,"usgs":true,"family":"Powell","given":"Robert","email":"rpowell@usgs.gov","middleInitial":"E.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":true,"id":205333,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30916,"text":"wri014074 - 2001 - Methods to quantify seepage beneath Levee 30, Miami-Dade County, Florida","interactions":[],"lastModifiedDate":"2023-03-15T18:51:36.439002","indexId":"wri014074","displayToPublicDate":"2001-10-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2001-4074","title":"Methods to quantify seepage beneath Levee 30, Miami-Dade County, Florida","docAbstract":"A two-dimensional, cross-sectional, finite-difference, ground-water flow model and a simple application of Darcy?s law were used to quantify ground-water flow (from a wetlands) beneath Levee 30 in Miami-Dade County, Florida. Geologic and geophysical data, vertical seepage data from the wetlands, canal discharge data, ground-water-level data, and surface-water-stage data collected during 1995 and 1996 were used as boundary conditions and calibration data for the ground-water flow model and as input for the analytical model. Vertical seepage data indicated that water from the wetlands infiltrated the subsurface, near Levee 30, at rates ranging from 0.033 to 0.266 foot per day when the gates at the control structures along Levee 30 canal were closed. During the same period, stage differences between the wetlands (Water Conservation Area 3B) and Levee 30 canal ranged from 0.11 to 1.27 feet. A layer of low-permeability limestone, located 7 to 10 feet below land surface, restricts vertical flow between the surface water in the wetlands and the ground water. Based on measured water-level data, ground-water flow appears to be generally horizontal, except in the direct vicinity of the canal. The increase in discharge rate along a 2-mile reach of the Levee 30 canal ranged from 9 to 30 cubic feet per second per mile and can be attributed primarily to ground-water inflow. Flow rates in Levee 30 canal were greatest when the gates at the control structures were open. The ground-water flow model data were compared with the measured ground-water heads and vertical seepage from the wetlands. Estimating the horizontal ground-water flow rate beneath Levee 30 was difficult owing to the uncertainty in the horizontal hydraulic conductivity of the main flow zone of the Biscayne aquifer. Measurements of ground-water flows into Levee 30 canal, a substantial component of the water budget, were also uncertain, which lessened the ability to validate the model results. Because of vertical flows near Levee 30 canal and a very low hydraulic gradient east of the canal, a simplified Darcian approach simulated with the ground-water flow model does not accurately estimate the horizontal ground-water flow rate. Horizontal ground-water flow rates simulated with the ground-water flow model (for a 60-foot-deep by 1-foot-wide section of the Biscayne aquifer) ranged from 150 to 450 cubic feet per day west of Levee 30 and from 15 to 170 cubic feet per day east of Levee 30 canal. Vertical seepage from the wetlands, within 500 feet of Levee 30, generally accounted for 10 to 15 percent of the total horizontal flow beneath the levee. Simulated horizontal ground-water flow was highest during the wet season and when the gates at the control structures were open.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri014074","usgsCitation":"Sonenshein, R., 2001, Methods to quantify seepage beneath Levee 30, Miami-Dade County, Florida: U.S. Geological Survey Water-Resources Investigations Report 2001-4074, iv, 36 p., https://doi.org/10.3133/wri014074.","productDescription":"iv, 36 p.","costCenters":[],"links":[{"id":414247,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_42283.htm","linkFileType":{"id":5,"text":"html"}},{"id":160322,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":2881,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri014074/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","county":"Miami-Dad County","otherGeospatial":"Levee 30","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -80.417,\n              25.95\n            ],\n            [\n              -80.5,\n              25.95\n            ],\n            [\n              -80.5,\n              25.758\n            ],\n            [\n              -80.417,\n              25.758\n            ],\n            [\n              -80.417,\n              25.95\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a55e4b07f02db62d22d","contributors":{"authors":[{"text":"Sonenshein, R.S.","contributorId":10415,"corporation":false,"usgs":true,"family":"Sonenshein","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":204353,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38274,"text":"pp1639 - 2001 - Geology, geochronology, geochemistry, and Pb-isotopic compositions of Proterozoic rocks, Poachie region, west-central Arizona — A study of the east boundary of the Proterozoic Mojave crustal province","interactions":[],"lastModifiedDate":"2022-01-07T20:23:27.137753","indexId":"pp1639","displayToPublicDate":"2001-10-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1639","title":"Geology, geochronology, geochemistry, and Pb-isotopic compositions of Proterozoic rocks, Poachie region, west-central Arizona — A study of the east boundary of the Proterozoic Mojave crustal province","docAbstract":"The Poachie region at the south edge of the Colorado Plateau transition zone in western Arizona is underlain by early and middle Proterozoic plutonic rocks locally separated by screens of amphibolite-facies early Proterozoic metamorphic rocks and is in the eastern part of the Mojave crustal province, as shown by 35 Pb-isotope analyses of rocks and feldspars. Previously published mapping, 10 U-Pb zircon ages, 55 rock analyses, and other studies in the larger region of the transition zone lead to interpretation of the history and origin of the Proterozoic crust.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Denver, CO","doi":"10.3133/pp1639","usgsCitation":"Bryant, B., Wooden, J.L., and Nealey, L., 2001, Geology, geochronology, geochemistry, and Pb-isotopic compositions of Proterozoic rocks, Poachie region, west-central Arizona — A study of the east boundary of the Proterozoic Mojave crustal province: U.S. Geological Survey Professional Paper 1639, 54 p., https://doi.org/10.3133/pp1639.","productDescription":"54 p.","costCenters":[],"links":[{"id":394054,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_43098.htm"},{"id":64657,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1639/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123407,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1639/report-thumb.jpg"},{"id":3503,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/p1639/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Arizona","otherGeospatial":"Poachie region","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.638,\n              34.2550\n            ],\n            [\n              -112.969,\n              34.2550\n            ],\n            [\n              -112.969,\n              34.576\n            ],\n            [\n              -113.638,\n              34.576\n            ],\n            [\n              -113.638,\n              34.2550\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c6b5","contributors":{"authors":[{"text":"Bryant, Bruce bbryant@usgs.gov","contributorId":1355,"corporation":false,"usgs":true,"family":"Bryant","given":"Bruce","email":"bbryant@usgs.gov","affiliations":[],"preferred":false,"id":219483,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wooden, J. L.","contributorId":58678,"corporation":false,"usgs":true,"family":"Wooden","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":219485,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nealey, L. David","contributorId":57092,"corporation":false,"usgs":true,"family":"Nealey","given":"L. David","affiliations":[],"preferred":false,"id":219484,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70123873,"text":"70123873 - 2001 - Quantifying hurricane-induced coastal changes using topographic lidar","interactions":[],"lastModifiedDate":"2014-09-09T16:22:27","indexId":"70123873","displayToPublicDate":"2001-09-09T16:19:00","publicationYear":"2001","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Quantifying hurricane-induced coastal changes using topographic lidar","docAbstract":"USGS and NASA are investigating the impacts of hurricanes on the United States East and Gulf of Mexico coasts with the ultimate objective of improving predictive capabilities. The cornerstone of our effort is to use topographic lidar to acquire pre- and post-storm topography to quantify changes to beaches and dunes. With its rapidity of acquisition and very high density, lidar is revolutionizing the. quantification of storm-induced coastal change. Lidar surveys have been acquired for the East and Gulf coasts to serve as pre-storm baselines. Within a few days of a hurricane landfall anywhere within the study area, the impacted area will be resurveyed to detect changes. For example, during 1999, Hurricane Dennis impacted the northern North Carolina coast. Along a 70-km length of coast between Cape Hatteras and Oregon Inlet, there was large variability in the types of impacts including overwash, dune erosion, dune stability, and even accretion at the base of dunes. These types of impacts were arranged in coherent patterns that repeated along the coast over scales of tens of kilometers. Preliminary results suggest the variability is related to the influence of offshore shoals that induce longshore gradients in wave energy by wave refraction.","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Coastal Dynamics '01 : proceedings of the Fourth Conference on Coastal Dynamics, June 11-15, 2001, Lund Sweden","largerWorkSubtype":{"id":12,"text":"Conference publication"},"language":"English","publisher":"American Society of Civil Engineers","usgsCitation":"Sallenger, Krabill, W., Swift, R., and Brock, J., 2001, Quantifying hurricane-induced coastal changes using topographic lidar, <i>in</i> Coastal Dynamics '01 : proceedings of the Fourth Conference on Coastal Dynamics, June 11-15, 2001, Lund Sweden, p. 1007-1016.","productDescription":"10 p.","startPage":"1007","endPage":"1016","costCenters":[{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true}],"links":[{"id":293566,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":293565,"type":{"id":15,"text":"Index Page"},"url":"https://ascelibrary.org/doi/abs/10.1061/40566%28260%29103"}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"54101476e4b07ab1cd980acd","contributors":{"authors":[{"text":"Sallenger, Jr.","contributorId":105768,"corporation":false,"usgs":true,"family":"Sallenger","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":500444,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krabill, William","contributorId":69013,"corporation":false,"usgs":true,"family":"Krabill","given":"William","affiliations":[],"preferred":false,"id":500443,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Swift, Robert","contributorId":18280,"corporation":false,"usgs":true,"family":"Swift","given":"Robert","affiliations":[],"preferred":false,"id":500441,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Brock, John","contributorId":39011,"corporation":false,"usgs":true,"family":"Brock","given":"John","affiliations":[],"preferred":false,"id":500442,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":69413,"text":"i2685 - 2001 - Maps showing the development of the Pu‘u ‘Ö‘ö-Küpaianaha flow field, June 1984-February 1987, Kïlauea Volcano, Hawaii","interactions":[],"lastModifiedDate":"2022-01-10T19:24:04.24552","indexId":"i2685","displayToPublicDate":"2001-09-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2685","subseriesTitle":"GIS","title":"Maps showing the development of the Pu‘u ‘Ö‘ö-Küpaianaha flow field, June 1984-February 1987, Kïlauea Volcano, Hawaii","docAbstract":"The Pu'u 'O'o - Kupaianaha eruption on the middle east rift zone of Kilauea began in January 1983 with intermittent activity along several fissures. By June 1983, the eruption had localized at the Pu'u 'O'o vent, and the activity settled into an increasingly regular pattern of brief eruptive episodes characterized by high lava fountains. The first 18 months of this eruption are chronicled in Wolfe and others (1988), which includes maps of the flows erupted in episodes 1-20. The maps presented here extend this series through the beginning of episode 48.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i2685","usgsCitation":"Heliker, C., Ulrich, G.E., Margriter, S.C., and Hoffmann, J.P., 2001, Maps showing the development of the Pu‘u ‘Ö‘ö-Küpaianaha flow field, June 1984-February 1987, Kïlauea Volcano, Hawaii: U.S. Geological Survey IMAP 2685, HTML Document, https://doi.org/10.3133/i2685.","productDescription":"HTML Document","costCenters":[{"id":336,"text":"Hawaiian Volcano Observatory","active":false,"usgs":true}],"links":[{"id":188358,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6346,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/imap/i2685/","linkFileType":{"id":5,"text":"html"}},{"id":110210,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_43380.htm","linkFileType":{"id":5,"text":"html"},"description":"43380"}],"scale":"50000","country":"United States","state":"Hawaii","otherGeospatial":"Pu'u 'O'o - Kupaianaha flow field","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -155.009,\n              19.317\n            ],\n            [\n              -155.153,\n              19.317\n            ],\n            [\n              -155.153,\n              19.447\n            ],\n            [\n              -155.009,\n              19.447\n            ],\n            [\n              -155.009,\n              19.317\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db606179","contributors":{"authors":[{"text":"Heliker, Christina","contributorId":53353,"corporation":false,"usgs":true,"family":"Heliker","given":"Christina","affiliations":[{"id":336,"text":"Hawaiian Volcano Observatory","active":false,"usgs":true}],"preferred":false,"id":280359,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ulrich, George E.","contributorId":23550,"corporation":false,"usgs":true,"family":"Ulrich","given":"George","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":280358,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Margriter, Sandy C.","contributorId":74082,"corporation":false,"usgs":true,"family":"Margriter","given":"Sandy","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":280360,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hoffmann, John P. jphoffma@usgs.gov","contributorId":1337,"corporation":false,"usgs":true,"family":"Hoffmann","given":"John","email":"jphoffma@usgs.gov","middleInitial":"P.","affiliations":[],"preferred":true,"id":280357,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":30012,"text":"wri994280 - 2001 - Hydrogeology and extent of saltwater intrusion of the Great Neck peninsula, Great Neck, Long Island, New York","interactions":[],"lastModifiedDate":"2017-03-28T10:35:02","indexId":"wri994280","displayToPublicDate":"2001-09-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"99-4280","title":"Hydrogeology and extent of saltwater intrusion of the Great Neck peninsula, Great Neck, Long Island, New York","docAbstract":"<p>Great Neck, a peninsula, in the northwestern part of Nassau County, N.Y., is underlain by unconsolidated deposits that form a sequence of aquifers and confining units. Seven public-supply wells have been affected by the intrusion of saltwater from the surrounding embayments (Little Neck Bay, Long Island Sound, Manhasset Bay). Fifteen observation wells were drilled in 1991–96 for the collection of hydrogeologic, geochemical, and geophysical data to delineate the subsurface geology and extent of saltwater intrusion within the peninsula. Continuous high-resolution seismic-reflection surveys in the embayments surrounding the Great Neck peninsula and the Manhasset Neck peninsula to the east were completed in 1993 and 1994.</p><p>Two hydrogeologic units are newly proposed herein.the North Shore aquifer and the North Shore confining unit. The new drill-core data collected in 1991–96 indicate that the Lloyd aquifer, the Raritan confining unit, and the Magothy aquifer have been completely removed from the northern part of the peninsula by extensive glacial erosion.</p><p>Water levels at selected observation wells were measured quarterly throughout the study. The results from two studies of the effects of tides on ground-water levels in 1992 and 1993 indicate that water levels at wells screened within the North Shore and Lloyd aquifers respond to tides and pumping effects, but those in the overlying upper glacial aquifer (where the water table is located) do not. Data from quarterly water-level measurements and the tidal-effect studies indicate the North Shore and Lloyd aquifers to be hydraulically connected.</p><p>Offshore seismic-reflection surveys in the surrounding embayments indicate at least two glacially eroded buried valleys with subhorizontal, parallel reflectors indicative of draped bedding that is interpreted as infilling by silt and clay. The buried valleys (1) truncate the surrounding coarse-grained deposits, (2) are asymmetrical and steep sided, (3) trend northwest-southeast, (4) are 2-4 miles long and about 1 mile wide, and (5) extend to more than 200 feet below sea level.</p><p>Water from six public-supply wells screened in the Magothy and upper glacial aquifers contained volatile organic compounds in concentrations above the New York State Department of Health Drinking Water Maximum Contaminant Levels, as did water from one public-supply well screened in the Lloyd aquifer, and from three observation wells screened in the upper glacial and Magothy aquifers.</p><p>Four distinct wedge-shaped areas of saltwater intrusion have been delineated within the aquifers in Great Neck; three areas extend into the Lloyd and North Shore aquifers, and the fourth area extends into the upper glacial aquifer. Three other areas of saltwater intrusion also have been detected. Borehole-geophysical-logging data indicate that four of these saltwater wedges range from 20 to 125 feet in thickness and have sharp freshwater-saltwater interfaces, and that maximum chloride concentrations in 1996 ranged from 141 to 13,750 milligrams per liter. Seven public-supply wells have either been shut down or are currently being affected by saltwater intrusion.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri994280","collaboration":"Prepared in cooperation with the Nassau County Department of Public Workis","usgsCitation":"Stumm, F., 2001, Hydrogeology and extent of saltwater intrusion of the Great Neck peninsula, Great Neck, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 99-4280, vi, 41 p., https://doi.org/10.3133/wri994280.","productDescription":"vi, 41 p.","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":160463,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1999/4280/coverthb.jpg"},{"id":2455,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1999/4280//wri19994280.pdf","text":"Report","size":"2.87 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 1999-4280"}],"contact":"<p>Director, New York Water Science Center<br> U.S. Geological Survey<br>425 Jordan Rd<br> Troy, NY 12180<br> (518) 285-5695 <br> <a href=\"http://ny.water.usgs.gov/\" data-mce-href=\"http://ny.water.usgs.gov/\">http://ny.water.usgs.gov/</a></p>","tableOfContents":"<ul><li>Abstract</li><li>Introduction</li><li>Hydrogeology</li><li>Extent of saltwater intrusion</li><li>Summary and conclusions</li><li>References cited</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db6274ec","contributors":{"authors":[{"text":"Stumm, Frederick 0000-0002-5388-8811 fstumm@usgs.gov","orcid":"https://orcid.org/0000-0002-5388-8811","contributorId":1077,"corporation":false,"usgs":true,"family":"Stumm","given":"Frederick","email":"fstumm@usgs.gov","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":202530,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24908,"text":"ofr00310 - 2001 - Concentrations and loads of cadmium, lead, and zinc measured on the ascending and descending limbs of the 1999 snowmelt-runoff hydrographs for nine water-quality stations, Coeur d'Alene River basin, Idaho","interactions":[],"lastModifiedDate":"2012-11-25T20:33:04","indexId":"ofr00310","displayToPublicDate":"2001-09-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2000-310","title":"Concentrations and loads of cadmium, lead, and zinc measured on the ascending and descending limbs of the 1999 snowmelt-runoff hydrographs for nine water-quality stations, Coeur d'Alene River basin, Idaho","docAbstract":"The Remedial Investigation/Feasibility Study conducted by the U.S. Environmental Protection Agency within the Spokane River Basin of northern Idaho and eastern Washington included extensive data-collection activities to determine the nature and extent of trace-element contamination within the basin. The U.S. Geological Survey designed and implemented synoptic sampling of a high-flow runoff event at selected water-quality stations during the 1999 water year. The objective was to quantify spatial and temporal differences in constituent concentrations and loads over the ascending and descending limbs of a hydrograph depicting a high-flow runoff event. Discharge and water-quality data were collected during spring 1999 snowmelt runoff (May through early June) at nine water-quality stations, one on the North Fork Coeur d’Alene River and eight on the South Fork Coeur d’Alene River. The nine stations were sam- pled for whole-water recoverable and dissolved concentrations and loads of cadmium, lead, and zinc.\nThe concentrations and loads sampled during the 1999 snowmelt-runoff event represented near-normal conditions, not flood conditions, in that the recurrence interval for discharge near the hydrograph peak was about 2 years. The general trend among the nine stations was an inverse relation between discharge and dissolved concentrations of cadmium, lead, and zinc, and a direct relation between discharge and whole-water recoverable concentrations of these constituents. The smallest loads of dissolved and whole-water recoverable cadmium, lead, and zinc were measured at South Fork Coeur d’Alene River above Deadman Gulch; constituent concentrations at this site were some of the smallest among those sampled, and discharge was also relatively small. The largest loads of dissolved and whole-water recoverable cadmium, lead, and zinc were measured at South Fork Coeur d’Alene River at Pinehurst; constituent concentrations at this site were large and discharge was the second-largest of all the discharge measurements.\nHysteresis effects on concentrations and loads over the ascending and descending limbs of the snowmelt-runoff hydrograph were quite apparent, especially for whole-water recoverable constituents. Hysteresis is present when a property, such as constituent concentration or load, has different values for a given discharge over the ascending and descending limbs of a hydrograph. During this study, loads of whole-water recoverable constituents on the ascending limb were between 1.5 and 3.6 times larger than those mea- sured on the descending limb at nearly equal discharge. In contrast, dissolved constituents showed minimal hysteresis effects.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr00310","isbn":"0094-9140","collaboration":"Prepared in cooperation with U.S. Environmental Protection Agency","usgsCitation":"Woods, P.F., 2001, Concentrations and loads of cadmium, lead, and zinc measured on the ascending and descending limbs of the 1999 snowmelt-runoff hydrographs for nine water-quality stations, Coeur d'Alene River basin, Idaho: U.S. Geological Survey Open-File Report 2000-310, iv, 42 p., https://doi.org/10.3133/ofr00310.","productDescription":"iv, 42 p.","numberOfPages":"48","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":262320,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2000/0310/report.pdf"},{"id":262321,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2000/0310/report-thumb.jpg"}],"scale":"100000","projection":"Albers Equal-Area","country":"United States","state":"Idaho","otherGeospatial":"Bunker Hill Superfund;South Fork","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.4998,47.3499 ], [ -116.4998,47.8014 ], [ -115.4985,47.8014 ], [ -115.4985,47.3499 ], [ -116.4998,47.3499 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db636041","contributors":{"authors":[{"text":"Woods, Paul F.","contributorId":82273,"corporation":false,"usgs":true,"family":"Woods","given":"Paul","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":192779,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":33069,"text":"b2202F - 2001 - The Sirte Basin province of Libya; Sirte-Zelten total petroleum system","interactions":[],"lastModifiedDate":"2012-02-02T00:09:14","indexId":"b2202F","displayToPublicDate":"2001-09-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2202","chapter":"F","title":"The Sirte Basin province of Libya; Sirte-Zelten total petroleum system","docAbstract":"The Sirte (Sirt) Basin province ranks 13th among the world?s petroleum provinces, having known reserves of 43.1 bil-lion barrels of oil equivalent (36.7 billion barrels of oil, 37.7 tril-lion cubic feet of gas, 0.1 billion barrels of natural gas liquids). It includes an area about the size of the Williston Basin of the north-ern United States and southern Canada (?490,000 square kilome-ters). The province contains one dominant total petroleum system, the Sirte-Zelten, based on geochemical data. The Upper Cretaceous Sirte Shale is the primary hydrocarbon source bed. Reservoirs range in rock type and age from fractured Precam-brian basement, clastic reservoirs in the Cambrian-Ordovician Gargaf sandstones, and Lower Cretaceous Nubian (Sarir) Sand-stone to Paleocene Zelten Formation and Eocene carbonates commonly in the form of bioherms. More than 23 large oil fields (>100 million barrels of oil equivalent) and 16 giant oil fields (>500 million barrels of oil equivalent) occur in the province.\r\nAbstract 1\r\nProduction from both clastic and carbonate onshore reservoirs is associated with well-defined horst blocks related to a triple junc-tion with three arms?an eastern Sarir arm, a northern Sirte arm, and a southwestern Tibesti arm. Stratigraphic traps in combina-tion with these horsts in the Sarir arm are shown as giant fields (for example, Messla and Sarir fields in the southeastern portion of the province). Significant potential is identified in areas marginal\r\nto the horsts, in the deeper grabens and in the offshore area.\r\nFour assessment units are defined in the Sirte Basin prov-ince, two reflecting established clastic and carbonate reservoir areas and two defined as hypothetical units. Of the latter, one is offshore in water depths greater than 200 meters, and the other is onshore where clastic units, mainly of Mesozoic age, may be res-ervoirs for laterally migrating hydrocarbons that were generated in the deep-graben areas.\r\nThe Sirte Basin reflects significant rifting in the Early Cre-taceous and syn-rift sedimentary filling during Cretaceous through Eocene time, and post-rift deposition in the Oligocene and Miocene. Multiple reservoirs are charged largely by verti-cally migrating hydrocarbons along horst block faults from Upper Cretaceous source rocks that occupy structurally low posi-tions in the grabens. Evaporites in the middle Eocene, mostly post-rift, provide an excellent seal for the Sirte-Zelten hydrocarbon\r\nsystem. The offshore part of the Sirte Basin is complex, with subduction occurring to the northeast of the province boundary, which is drawn at the 2,000-meter isobath. Possible petroleum systems may be present in the deep offshore grabens on the Sirte Rise such as those involving Silurian and Eocene rocks; however, potential of these systems remains speculative and was not assessed.","language":"ENGLISH","doi":"10.3133/b2202F","usgsCitation":"Ahlbrandt, T.S., 2001, The Sirte Basin province of Libya; Sirte-Zelten total petroleum system (Version 1.0): U.S. Geological Survey Bulletin 2202, 29 p., https://doi.org/10.3133/b2202F.","productDescription":"29 p.","costCenters":[],"links":[{"id":161338,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":3242,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/bul/b2202-f/","linkFileType":{"id":5,"text":"html"}}],"edition":"Version 1.0","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a946","contributors":{"authors":[{"text":"Ahlbrandt, Thomas S.","contributorId":57836,"corporation":false,"usgs":true,"family":"Ahlbrandt","given":"Thomas","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":209812,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30897,"text":"wri014014 - 2001 - Analysis of borehole-radar reflection logs from selected HC boreholes at the Project Shoal area, Churchill County, Nevada","interactions":[],"lastModifiedDate":"2019-10-15T11:28:55","indexId":"wri014014","displayToPublicDate":"2001-09-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2001-4014","title":"Analysis of borehole-radar reflection logs from selected HC boreholes at the Project Shoal area, Churchill County, Nevada","docAbstract":"Single-hole borehole-radar reflection logs were collected and interpreted in support of a study to characterize ground-water flow and transport at the Project Shoal Area (PSA) in Churchill County, Nevada. Radar logging was conducted in six boreholes using 60-MHz omni-directional electric-dipole antennas and a 60-MHz magnetic-dipole directional receiving antenna.Radar data from five boreholes were interpreted to identify the location, orientation, estimated length, and spatial continuity of planar reflectors present in the logs. The overall quality of the radar data is marginal and ranges from very poor to good. Twenty-seven reflectors were interpreted from the directional radar reflection logs. Although the range of orientation interpreted for the reflectors is large, a significant number of reflectors strike northeast-southwest and east-west to slightly northwest-southeast. Reflectors are moderate to steeply dipping and reflector length ranged from less than 7 m to more than 133 m.Qualitative scores were assigned to each reflector to provide a sense of the spatial continuity of the reflector and the characteristics of the field data relative to an ideal planar reflector (orientation score). The overall orientation scores are low, which reflects the general data quality, but also indicates that the properties of most reflectors depart from the ideal planar case. The low scores are consistent with reflections from fracture zones that contain numerous, closely spaced, sub-parallel fractures.Interpretation of borehole-radar direct-wave velocity and amplitude logs identified several characteristics of the logged boreholes: (1) low-velocity zones correlate with decreased direct-wave amplitude, indicating the presence of fracture zones; (2) direct-wave amplitude increases with depth in three of the boreholes, suggesting an increase in electrical resistivity with depth resulting from changes in mineral assemblage or from a decrease in the specific conductance of ground water; and (3) an increase in primary or secondary porosity and an associated change in mineral assemblage, or decrease in ground water specific conductance, was characterized in two of the boreholes below 300 m.The results of the radar reflection logging indicate that even where data quality is marginal, borehole-radar reflection logging can provide useful information for ground-water characterization studies in fractured rock and insights into the nature and extent of fractures and fracture zones in and near boreholes.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri014014","usgsCitation":"Lane, J., Joesten, P., Pohll, G., and Mihevic, T., 2001, Analysis of borehole-radar reflection logs from selected HC boreholes at the Project Shoal area, Churchill County, Nevada: U.S. Geological Survey Water-Resources Investigations Report 2001-4014, iv, 23 p. , https://doi.org/10.3133/wri014014.","productDescription":"iv, 23 p. 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,{"id":30929,"text":"wri20014094 - 2001 - Low-Flow Characteristics and Discharge Profiles for Selected Streams in the Cape Fear River Basin, North Carolina, Through 1998","interactions":[],"lastModifiedDate":"2017-01-20T10:45:46","indexId":"wri20014094","displayToPublicDate":"2001-08-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2001-4094","title":"Low-Flow Characteristics and Discharge Profiles for Selected Streams in the Cape Fear River Basin, North Carolina, Through 1998","docAbstract":"An understanding of the magnitude and frequency of low-flow discharges is an important part of evaluating surface-water resources and planning for municipal and industrial economic expansion. Low-flow characteristics are summarized in this report for 67 continuous-record gaging stations and 121 partial-record measuring sites in the Cape Fear River Basin of North Carolina. Records of discharge collected through the 1998 water year were used in the analyses. Flow characteristics included in the summary are (1) average annual unit flow; (2) 7Q10 low-flow discharge, the minimum average discharge for a 7-consecutive-day period occurring, on average, once in 10 years; (3) 30Q2 low-flow discharge; (4) W7Q10 low-flow discharge, similar to 7Q10 discharge except that only flow during November through March is considered; and (5) 7Q2 low-flow discharge.\r\n\r\nLow-flow characteristics in the Cape Fear River Basin vary widely in response to changes in geology and soil types. The area of the basin with the lowest potentials for sustained base flows is underlain by the Triassic basin in parts of Durham, Wake, and Chatham Counties. Typically, these soils are derived from basalt and fine-grained sedimentary rocks that allow very little infiltration of water into the shallow aquifers for storage and later release to streams during periods of base flow. The area of the basin with the highest base flows is the Sand Hills region in parts of Moore, Harnett, Hoke, and Cumberland Counties. Streams in the Sand Hills have the highest unit low flows in the study area as well as in much of North Carolina. Well-drained sandy soils in combination with higher topographic relief relative to other areas in the Coastal Plain contribute to the occurrence of high potentials for sustained base flows.\r\n\r\nA number of sites in the upper part of the Cape Fear River Basin underlain by the Carolina Slate Belt and Triassic basin, as well many sites in lower areas of the Coastal Plain (particularly the Northeast Cape Fear River Basin), have zero or minimal (defined as less than 0.05 cubic foot per second) 7Q10 discharges. In this area, the poorly sustained base flows are reflective of either (1) thin soils that have very little storage of water to sustain streams during base-flow periods (Carolina Slate Belt), or (2) soils having very low infiltration rates (Triassic basin). As a result, there is insufficient water stored in the surficial aquifers for release to streams during extended dry periods. Within the part of the study area underlain by the Carolina Slate Belt, streams draining basins 5 square miles or less may have zero or minimal 7Q10 discharges. The part of the study area underlain by the Triassic basin has a higher drainage-area threshold at 35 square miles, below which streams will likely have zero or minimal 7Q10 discharges.\r\n\r\nOccurrences of zero or minimal 7Q10 discharges in the Coastal Plain were noted, though on a more widespread basis. In this area, low flows are more likely affected by the presence of poorly drained soils in combination with very low topographic relief relative to other areas in the Coastal Plain, particularly the Sand Hills. In eastern Harnett County and northeastern Cumberland County, basins with less than 3 square miles may be prone to having zero or minimal 7Q10 discharges. Soils in this area have been described as a mixture of sandy and clay soils. In the Northeast Cape Fear River Basin, particularly on the western side of the river, streams draining less than 8 square miles may have zero or minimal 7Q10 discharges. The poorly drained clay soils along with very little topographic relief results in the low potential for sustained base flows in this part of the study area.\r\n\r\nDrainage area and low-flow discharge profiles are presented for 13 streams in the Cape Fear River Basin; these profiles reflect a wide range in basin size, characteristics, and streamflow conditions. In addition to the Haw River and Cape Fear River main stem, pro","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/wri20014094","collaboration":"Prepared in cooperation with the Division of Water Quality of the North Carolina Department of Environment and Natural Resources","usgsCitation":"Weaver, J., and Pope, B., 2001, Low-Flow Characteristics and Discharge Profiles for Selected Streams in the Cape Fear River Basin, North Carolina, Through 1998: U.S. Geological Survey Water-Resources Investigations Report 2001-4094, Report: v, 141 p., https://doi.org/10.3133/wri20014094.","productDescription":"Report: v, 141 p.","additionalOnlineFiles":"N","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a74e4b07f02db644985","contributors":{"authors":[{"text":"Weaver, J.C.","contributorId":50561,"corporation":false,"usgs":true,"family":"Weaver","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":204383,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pope, B.F.","contributorId":10062,"corporation":false,"usgs":true,"family":"Pope","given":"B.F.","email":"","affiliations":[],"preferred":false,"id":204382,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30904,"text":"wri014035 - 2001 - Hydrogeology, model description, and flow analysis of the Mississippi River alluvial aquifer in northwestern Mississippi","interactions":[],"lastModifiedDate":"2018-03-29T08:27:01","indexId":"wri014035","displayToPublicDate":"2001-08-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2001-4035","title":"Hydrogeology, model description, and flow analysis of the Mississippi River alluvial aquifer in northwestern Mississippi","docAbstract":"The Mississippi River alluvial aquifer underlies a 7,000-square-mile area of the Mississippi River alluvial plain in northwestern Mississippi, an area locally known as the Delta. The alluvial aquifer is the most heavily pumped aquifer in Mississippi, and wells yielding more than 2,000 gallons per minute are common. About 98 percent of the pumpage from the alluvial aquifer is for agriculture. The sand and gravel that form the alluvial aquifer averages about 110 feet in thickness. The aquifer is confined over most of the Delta, and the upper confining unit averages about 25 feet in thickness. The average depth to water in the alluvial aquifer during fall 1999 was about 25 feet. The alluvial aquifer receives lateral recharge at the western boundary from the Mississippi River and at the eastern boundary from aquifers that directly underlie the Bluff Hills. The alluvial aquifer receives water vertically from precipitation, internal streams and lakes, and locally from the Cockfield and Sparta aquifers where they directly underlie the alluvial aquifer. The alluvial aquifer also discharges water to the underlying aquifers, and during extended periods with no surface runoff, to the Mississippi River and to the internal streams and lakes. The magnitude of recharge from the Mississippi River, precipitation, and internal lakes and streams can vary greatly depending upon hydrologic and climatic conditions. The U.S. Geological Survey modular threedimensional finite-difference ground-water flow model, MODFLOW, was used to simulate the Mississippi River alluvial aquifer flow system in northwestern Mississippi. The model uses one layer with a rectangular-grid and 1-mile square cells to represent the alluvial aquifer. The model was calibrated and verified by using spring and fall water-level measurements from January 1988 through December 1996. The values of selected model calibration-derived parameters for the alluvial aquifer are hydraulic conductivity, 425 feet per day; specific yield, 0.32; and storage coefficient, 0.016. The model showed that the aquifer lost water from storage at an average rate of 404 cubic feet per second during the 9-year simulation period. During this period, the average pumpage rate was 1,270 million gallons per day (1,980 cubic feet per second). Simulated areal recharge from precipitation averaged 2.6 inches per year (1,360 cubic feet per second). Vertical recharge from the internal streams and lakes and lateral recharge from aquifers underlying the Bluff Hills averaged 113 and 108 cubic feet per second, respectively. Model results indicated that net recharge from the Mississippi River and from aquifers directly underlying the alluvial aquifer was small.  ","language":"English","doi":"10.3133/wri014035","usgsCitation":"Arthur, J.K., 2001, Hydrogeology, model description, and flow analysis of the Mississippi River alluvial aquifer in northwestern Mississippi: U.S. Geological Survey Water-Resources Investigations Report 2001-4035, 47 p., https://doi.org/10.3133/wri014035.","productDescription":"47 p.","costCenters":[],"links":[{"id":160835,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":352893,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://permanent.access.gpo.gov/LPS104393/LPS104393/ms.water.usgs.gov/ms_proj/reports/WRIR_01-4035.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":2839,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://ms.water.usgs.gov/ms_proj/reports/WRIR_01-4035.pdf ","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Mississippi","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.263671875,\n              35.06597313798418\n            ],\n            [\n              -90.7470703125,\n              34.903952965590065\n            ],\n            [\n              -91.25244140624999,\n              33.99802726234877\n            ],\n            [\n              -91.40625,\n              33.00866349457558\n            ],\n            [\n              -91.16455078125,\n              32.24997445586331\n            ],\n            [\n              -90.81298828125,\n              32.30570601389429\n            ],\n            [\n              -90.966796875,\n              33.43144133557529\n            ],\n            [\n              -90.90087890624999,\n              33.90689555128866\n            ],\n            [\n              -90.59326171875,\n              34.27083595165\n            ],\n            [\n              -90.263671875,\n              35.06597313798418\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e479fe4b07f02db492f52","contributors":{"authors":[{"text":"Arthur, J. K.","contributorId":56223,"corporation":false,"usgs":true,"family":"Arthur","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":204326,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":31287,"text":"ofr01169 - 2001 - 2001 floods in the Red River of the North basin in eastern North Dakota and western Minnesota","interactions":[],"lastModifiedDate":"2018-05-16T10:36:30","indexId":"ofr01169","displayToPublicDate":"2001-08-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2001-169","title":"2001 floods in the Red River of the North basin in eastern North Dakota and western Minnesota","docAbstract":"<p>The Red River of the North is a complex river system in the north-central plains of the United States. The river continues to impact the people and property within its basin. During the spring of 2001, major flooding occurred for the second time in four years on the Red River of the North and its many tributaries in eastern North Dakota and western Minnesota. Unlike the 1997 floods, which were the result of record-high snowpacks region-wide and a late spring blizzard, the 2001 floods were the result of above-average soil moistures in some areas of the basin, rapid melting of above-average snowpacks in the upper basin, and heavy rainfall that swept across the region on April 7, 2001.</p><p>&nbsp;The U.S. Geological Survey (USGS), one of the principal Federal agencies responsible for the collection and interpretation of water-resources data, works with other Federal, State, and local agencies to ensure that accurate and timely data are available for making decisions regarding the public's welfare. This report presents preliminary water-resources 2001 flood data that were obtained from selected streamflow-gaging stations located in the Red River of the North Basin.</p><p>Flooding in eastern North Dakota and western Minnesota usually is caused by spring snowmelt, and the severity of the flooding is affected by (1) substantial precipitation in the fall that produces high levels of soil moisture, (2) above-normal snowfall in the winter, (3) moist, frozen ground that prohibits infiltration of moisture, (4) a late spring thaw, (5) above-normal precipitation during spring thaw, and (6) ice jams (temporary dams of ice) on rivers and streams.</p><p>Stream stages (height of water in a stream above an arbitrarily established datum) and discharges measured by USGS personnel at streamflow-gaging stations are used to define a unique relation between stage and discharge. This relation, commonly called a rating curve, may not be well defined at extreme high discharges because these discharges are rare events of short duration and have unstable conditions that often make measurement extremely difficult. Therefore, estimates for some peak discharges need to be extrapolated from rating curves extended to known peak stages. The peak discharges are used to determine the probability, often expressed in recurrence intervals, that a given discharge will be exceeded in the future. For example, a flood that has a 1-percent chance of exceedance in any given year would, on the long-term average, be expected to occur only about once a century; therefore, the flood would be termed a \"100-year flood.\" However, the chance of such a flood occurring in any given year is 1 percent. Thus, a 100-year flood can occur in successive years at the same location. In some instances, recurrence interval estimates can be based on periods of regulated flow or made with historic adjustments when historic data are available.</p><p>Historical peak stages and peak discharges and the 2001 peak stages, peak discharges, and recurrence intervals are shown in table 1. The streamflow-gaging stations are listed in downstream order by station number, and station locations are shown in figure 1. Revisions to the 2001 peak stages and peak discharges given in this preliminary report may occur as site surveys are completed and additional field data are reviewed in the upcoming months.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr01169","collaboration":"Prepared in cooperation with the North Dakota State Water Commission","usgsCitation":"Macek-Rowland, K., 2001, 2001 floods in the Red River of the North basin in eastern North Dakota and western Minnesota: U.S. Geological Survey Open-File Report 2001-169, 8 p., https://doi.org/10.3133/ofr01169.","productDescription":"8 p.","onlineOnly":"Y","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":354174,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2001/0169/ofr20010169.pdf","text":"Report","size":"1.76 MB","linkFileType":{"id":1,"text":"pdf"},"description":"OFR 2001–0169"},{"id":161414,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2001/0169/report-thumb.jpg"}],"contact":"<div><a href=\"mailto: dc_nd@usgs.gov\" data-mce-href=\"mailto: dc_nd@usgs.gov\">Director</a>, <a href=\"https://nd.water.usgs.gov\" data-mce-href=\"https://nd.water.usgs.gov\">Dakota Water Science Center</a>, North Dakota Office<br>U.S. Geological Survey<br>821 East Interstate Avenue</div><div>Bismarck, ND 58503</div>","tableOfContents":"<ul><li>Introduction<br></li><li>Red River of the North Basin<br></li></ul><p><br data-mce-bogus=\"1\"></p><p><br data-mce-bogus=\"1\"></p>","publishingServiceCenter":{"id":4,"text":"Rolla PSC"},"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd491de4b0b290850eee6f","contributors":{"authors":[{"text":"Macek-Rowland, K. M.","contributorId":44175,"corporation":false,"usgs":true,"family":"Macek-Rowland","given":"K. M.","affiliations":[],"preferred":false,"id":205587,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23528,"text":"ofr00400 - 2001 - Geology, hydrology, and water quality in the vicinity of a Brownfield redevelopment site in East Moline, Illinois","interactions":[],"lastModifiedDate":"2023-08-25T21:57:49.379715","indexId":"ofr00400","displayToPublicDate":"2001-08-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"2000-400","title":"Geology, hydrology, and water quality in the vicinity of a Brownfield redevelopment site in East Moline, Illinois","docAbstract":"An investigation of the geology, hydrology, and water quality in the vicinity of a Brownfield redevelopment site in East Moline, Illinois, was designed to determine if metals and organic compounds detected in the fill deposits in this area posed a threat to the water resources. The hydrologic features of concern at the site are surface water at a pond and surrounding wetland, the Mississippi River, and an unnamed stream and ground water in the shallow aquifer. The shallow aquifer is composed of saturated fill, sand and gravel, and weathered bedrock.\r\nThe overall direction of surface- and ground-water flow in the study area is toward the Mississippi River. In the eastern part of the pond and wetland, ground water discharges to surface water. In the western part of the pond and wetland, surface water recharges to ground water. Everyday during the period for which water-level data were available, between 4.7 ' 10-4 and 1.4 ' 10-1 cubic feet of water flowed across a 1 square foot area of aquifer.\r\n\r\nVariations in values for oxidation-reduction potential and specific conductance may be affected by heterogeneity in the chemical composition of the fill and unconsolidated deposits and the bedrock units. Chemical and biological processes are altering the chemistry of the water in the pond relative to its ground-water source. Concentrations of iron and manganese in water samples appear to be affected by the local geochemical environment in the aquifer. The data do not indicate that contaminants in the fill material are having a substantial adverse affect on surface- or ground-water quality in the study area.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr00400","usgsCitation":"Kay, R.T., 2001, Geology, hydrology, and water quality in the vicinity of a Brownfield redevelopment site in East Moline, Illinois: U.S. Geological Survey Open-File Report 2000-400, iv, 19 p., https://doi.org/10.3133/ofr00400.","productDescription":"iv, 19 p.","costCenters":[],"links":[{"id":155683,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2000/0400/report-thumb.jpg"},{"id":420182,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_34753.htm","linkFileType":{"id":5,"text":"html"}},{"id":52817,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2000/0400/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Illinois","city":"East Moline","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -90.44804992760832,\n              41.53274118166826\n            ],\n            [\n              -90.44804992760832,\n              41.5176579140813\n            ],\n            [\n              -90.43697349005717,\n              41.5176579140813\n            ],\n            [\n              -90.43697349005717,\n              41.53274118166826\n            ],\n            [\n              -90.44804992760832,\n              41.53274118166826\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c67c","contributors":{"authors":[{"text":"Kay, Robert T. 0000-0002-6281-8997 rtkay@usgs.gov","orcid":"https://orcid.org/0000-0002-6281-8997","contributorId":1122,"corporation":false,"usgs":true,"family":"Kay","given":"Robert","email":"rtkay@usgs.gov","middleInitial":"T.","affiliations":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"preferred":true,"id":190264,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30873,"text":"wri004201 - 2001 - Water resources of Monroe County, New York, water years 1994-96, with emphasis on water quality in the Irondequoit Creek basin: Atmospheric deposition, ground water, streamflow, trends in water quality, and chemical loads to Irondequoit Bay","interactions":[],"lastModifiedDate":"2022-06-07T20:20:05.96218","indexId":"wri004201","displayToPublicDate":"2001-08-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2000-4201","title":"Water resources of Monroe County, New York, water years 1994-96, with emphasis on water quality in the Irondequoit Creek basin: Atmospheric deposition, ground water, streamflow, trends in water quality, and chemical loads to Irondequoit Bay","docAbstract":"<p>Irondequoit Creek drains 169 square miles in the eastern part of Monroe County. Nutrients transported by Irondequoit Creek to Irondequoit Bay on Lake Ontario have contributed to the eutrophication of the Bay. Sewage-treatment-plant effluent, a major source of nutrients to the creek and its tributaries, was eliminated from the basin in 1979 by diversion to a regional wastewater-treatment facility, but sediment and contaminants from nonpoint sources continue to enter the creek and Irondequoit Bay.</p><p>This report analyzes data from five surface-water monitoring sites in the Irondequoit Creek basin. Irondequoit Creek at Railroad Mills, East Branch Allen Creek at Pittsford, Allen Creek near Rochester, Irondequoit Creek at Blossom Road, and Irondequoit Creek at Empire Boulevard. It is the third in a series of reports that present interpretive analyses of the hydrologic data collected in Monroe County since 1984. Also included are data from a site on Northrup Creek, which drains a 23.5-square-mile basin west of the Genesee River in western Monroe County, to provide information on surface-water quality in a stream west of the Genesee River and on loads of nutrients delivered to Long Pond, a small eutrophic embayment of Lake Ontario, and data from the Genesee River for comparison of historical water-quality conditions with 1994-96 conditions. Water-level and water-quality data from nine observation wells in Ellison Park, and atmospheric-deposition data from Mendon Ponds, also are included.</p><p>Average annual yields of chemical constituents from atmospheric deposition for 1994-96 were generally similar to those for the previous 10 years (1984-93), except for dissolved sodium, dissolved potassium, total phosphorus, and orthophosphate, which ranged from 42 percent (dissolved sodium) to 275 percent (dissolved potassium) greater than during 1984-93, and dissolved sulfate and ammonia, which were about 30 percent less than in 1984-93.</p><p>Loads of all nutrients deposited in the Irondequoit Creek basin from atmospheric sources during water years 1994-96 exceeded those removed by Irondequoit Creek at Blossom Road—ammonia by 5,600 percent, orthophosphate by 2,500 percent, ammonia + organic nitrogen by 350 percent, total phosphorus by 300 percent and nitrite + nitrate by 140 percent. Average yields of dissolved chloride and dissolved sulfate from atmospheric deposition were much less than those transported in streamflow—yields of dissolved chloride from atmospheric sources were only 1.9 percent, and yields of sulfate were only 9.2 percent, of those transported in streamflow at Blossom Road.</p><p>Concentrations of several chemical constituents in streams of the Irondequoit Creek basin showed statistically significant trends from the beginning of their period of record through 1996. The constituents that showed the greatest number of statistically significant trends were dissolved chloride, ammonia, and ammonia + organic nitrogen. Dissolved chloride showed an upward trend at Blossom Road, Allen Creek, and Empire Boulevard and a downward trend at Railroad Mills. Ammonia showed downward trends at Allen Creek, Blossom Road and Railroad Mills. Ammonia + organic nitrogen showed a downward trend at Allen Creek, Blossom Road, and Empire Boulevard. Nitrite + nitrate showed a downward trend at Allen Creek, and orthophosphate showed an upward trend at that site. Turbidity and total suspended solids showed a downward trend at Empire Boulevard. Neither total phosphorus nor volatile suspended solids showed statistically significant trends in concentration at any of the Irondequoit basin sites.</p><p>Northrup Creek showed a downward trend in total suspended solids and ammonia + organic nitrogen, and an upward trend in dissolved chloride. The Genesee River showed a downward trend in ammonia + organic nitrogen and chloride, and an upward trend in orthophosphate.</p><p>Most constituents for the 1994-96 water years showed lower average yields at Blossom Road than for the 1989-93 water years, but dissolved chloride showed higher yields for the 1994-96 water years at all sites except Blossom Road. Ammonia + organic nitrogen and total phosphorus showed a decrease in yield at all sites after 1993, and nitrite + nitrate showed slightly higher yields for 1994-96 at the upstream, predominantly rural sites, and lower yields at the downstream, more urban sites, than during 1989-93.</p><p>The trends and changes in surface-water quality after 1993 can be attributed to several factors within the basin, including land-use changes, annual and seasonal variations in streamflow, and year-to-year variations in the application of deicing salts on area roads. Statistical analyses of long-term (9 years or more) streamflow records of three unregulated streams in Monroe County indicate that annual mean flows for water years 1994-96 were in the normal range (75th to 25th percentile), although Allen Creek showed a statistically significant downward trend in monthly mean streamflow over the 1984-96 water years.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri004201","collaboration":"Prepared in cooperation with the Monroe County Department of Health","usgsCitation":"Sherwood, D.A., 2001, Water resources of Monroe County, New York, water years 1994-96, with emphasis on water quality in the Irondequoit Creek basin: Atmospheric deposition, ground water, streamflow, trends in water quality, and chemical loads to Irondequoit Bay: U.S. Geological Survey Water-Resources Investigations Report 2000-4201, vi, 39 p., https://doi.org/10.3133/wri004201.","productDescription":"vi, 39 p.","onlineOnly":"N","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":401888,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_37344.htm","linkFileType":{"id":5,"text":"html"}},{"id":324245,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/2000/4201/wri20004201.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 2000-4201"},{"id":161468,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/2000/4201/coverthb.jpg"}],"country":"United States","state":"New York","county":"Monroe County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-77.3792,43.2748],[-77.3756,43.1898],[-77.3731,43.1221],[-77.3719,43.0329],[-77.4866,43.0321],[-77.4822,42.9431],[-77.5805,42.9438],[-77.635,42.9443],[-77.6374,42.9397],[-77.7582,42.9404],[-77.7602,42.9426],[-77.7583,42.9445],[-77.7527,42.9455],[-77.747,42.9438],[-77.7378,42.9476],[-77.7321,42.9449],[-77.7309,42.9468],[-77.7343,42.9549],[-77.7311,42.9554],[-77.7279,42.9532],[-77.7244,42.9592],[-77.7265,42.9655],[-77.7235,42.9719],[-77.7185,42.9715],[-77.718,42.9738],[-77.7213,42.9797],[-77.7326,42.9818],[-77.731,42.9882],[-77.9101,42.9877],[-77.9098,43.0141],[-77.9068,43.0369],[-77.9527,43.0392],[-77.9083,43.132],[-77.9981,43.1321],[-77.9985,43.2818],[-77.9959,43.3656],[-77.9921,43.3657],[-77.9877,43.3662],[-77.9827,43.3677],[-77.9771,43.3687],[-77.9701,43.3679],[-77.9562,43.3668],[-77.9365,43.3626],[-77.9327,43.3604],[-77.9251,43.3587],[-77.9168,43.3575],[-77.908,43.3572],[-77.9004,43.3565],[-77.8985,43.3551],[-77.894,43.3534],[-77.8902,43.3526],[-77.8737,43.3501],[-77.8592,43.3486],[-77.8523,43.3487],[-77.8333,43.3458],[-77.8149,43.343],[-77.7909,43.3398],[-77.7827,43.3394],[-77.777,43.34],[-77.7733,43.341],[-77.7702,43.3415],[-77.7677,43.3424],[-77.7645,43.3425],[-77.7594,43.3412],[-77.755,43.339],[-77.7486,43.3355],[-77.7409,43.3329],[-77.7339,43.3316],[-77.725,43.3277],[-77.7186,43.3255],[-77.7148,43.3233],[-77.7128,43.3202],[-77.7121,43.3179],[-77.712,43.3161],[-77.712,43.3147],[-77.7126,43.3147],[-77.7145,43.3147],[-77.7152,43.3165],[-77.7178,43.3183],[-77.7216,43.3191],[-77.7247,43.3186],[-77.7278,43.3176],[-77.7291,43.3172],[-77.7284,43.3158],[-77.7252,43.3154],[-77.7214,43.3145],[-77.7189,43.3137],[-77.7176,43.3123],[-77.7181,43.3105],[-77.7181,43.3092],[-77.7105,43.3079],[-77.7079,43.307],[-77.7074,43.3084],[-77.7087,43.3102],[-77.7081,43.3107],[-77.7049,43.3098],[-77.6953,43.3041],[-77.676,43.2916],[-77.6619,43.2832],[-77.6555,43.2797],[-77.6479,43.2775],[-77.639,43.275],[-77.6243,43.2679],[-77.6166,43.2635],[-77.6032,43.256],[-77.5821,43.2463],[-77.5643,43.2393],[-77.5535,43.2367],[-77.5428,43.2351],[-77.539,43.2356],[-77.5359,43.2356],[-77.5272,43.2385],[-77.5135,43.2451],[-77.508,43.2479],[-77.5055,43.2489],[-77.5017,43.2494],[-77.4973,43.249],[-77.4873,43.2505],[-77.4779,43.2538],[-77.4717,43.2562],[-77.4586,43.2587],[-77.4448,43.2616],[-77.4318,43.2673],[-77.4262,43.2701],[-77.4199,43.2697],[-77.4105,43.2703],[-77.403,43.2713],[-77.3961,43.2746],[-77.3886,43.2761],[-77.3792,43.2748]]]},\"properties\":{\"name\":\"Monroe\",\"state\":\"NY\"}}]}","contact":"<p>Director, New York Water Science Center<br> U.S. Geological Survey<br>425 Jordan Rd<br> Troy, NY 12180<br> (518) 285-5695 <br> <a href=\"http://ny.water.usgs.gov/\" data-mce-href=\"http://ny.water.usgs.gov/\">http://ny.water.usgs.gov/</a></p>","tableOfContents":"<ul><li>Abstract</li><li>Introduction</li><li>Atmospheric deposition</li><li>Ground water</li><li>Surface water</li><li>Summary and conclusions</li><li>References cited</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0769","contributors":{"authors":[{"text":"Sherwood, Donald A.","contributorId":103267,"corporation":false,"usgs":true,"family":"Sherwood","given":"Donald","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":204251,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70093940,"text":"70093940 - 2001 - Hot, shallow mantle melting under the Cascades volcanic arc","interactions":[],"lastModifiedDate":"2024-09-13T16:16:54.190045","indexId":"70093940","displayToPublicDate":"2001-07-01T12:58:00","publicationYear":"2001","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1796,"text":"Geology","active":true,"publicationSubtype":{"id":10}},"title":"Hot, shallow mantle melting under the Cascades volcanic arc","docAbstract":"<p><span>Melting occurs at progressively greater depths and higher temperatures from west to east across the Cascades volcanic arc in northern California, as demonstrated by compositional variations observed in high-alumina olivine tholeiites. The lavas studied erupted from seven vents defining a 75-km-long, east-west transect across the arc, from near Mount Shasta to east of Medicine Lake volcano. The increase in melting depth across the arc parallels modeled isotherms in the mantle wedge and does not parallel the inferred dip of the slab. The depth of mantle melting at which the high-alumina olivine tholeiites were created is ∼36 km at the western end of the transect and 66 km at the eastern end. The very high temperatures of dry melting so close to the crust indicate a transitory condition of the mantle.</span></p>","language":"English","publisher":"Geological Society of America","doi":"10.1130/0091-7613(2001)029<0631:HSMMUT>2.0.CO;2","usgsCitation":"Elkins Tanton, L.T., Grove, T., and Donnelly-Nolan, J., 2001, Hot, shallow mantle melting under the Cascades volcanic arc: Geology, v. 29, no. 7, p. 631-634, https://doi.org/10.1130/0091-7613(2001)029<0631:HSMMUT>2.0.CO;2.","productDescription":"4 p.","startPage":"631","endPage":"634","costCenters":[],"links":[{"id":282410,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California, Oregon","otherGeospatial":"Cascades volcanic arc","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.0,40.0 ], [ -124.0,44.0 ], [ -118.0,44.0 ], [ -118.0,40.0 ], [ -124.0,40.0 ] ] ] } } ] }","volume":"29","issue":"7","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd60c3e4b0b290850fd213","contributors":{"authors":[{"text":"Elkins Tanton, Linda T.","contributorId":65762,"corporation":false,"usgs":true,"family":"Elkins Tanton","given":"Linda","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":490363,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grove, Timothy L.","contributorId":68546,"corporation":false,"usgs":true,"family":"Grove","given":"Timothy L.","affiliations":[],"preferred":false,"id":490364,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Donnelly-Nolan, Julie","contributorId":69714,"corporation":false,"usgs":true,"family":"Donnelly-Nolan","given":"Julie","affiliations":[],"preferred":false,"id":490365,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":33092,"text":"b2064W - 2001 - The geology and mineral deposits of part of the western half of the Hailey 1 degree x 2 degrees quadrangle, Idaho","interactions":[],"lastModifiedDate":"2021-08-17T21:08:20.187064","indexId":"b2064W","displayToPublicDate":"2001-07-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2064","chapter":"W","title":"The geology and mineral deposits of part of the western half of the Hailey 1 degree x 2 degrees quadrangle, Idaho","docAbstract":"<p>Rocks in the western half of the Hailey 1°x2° quadrangle of south-central Idaho include various units of the Atlanta lobe of the Idaho batholith (biotite granodiorite to two-mica granite) of Cretaceous age and plutons and dikes of Tertiary (Eocene to Miocene) age that intrude the batholith. Eocene plutonic rocks consist of a bimodal suite of anorogenic granite and tonalite-granodiorite and hypabyssal rhyolite and rhyodacite dikes. Rocks of the Eocene Challis Volcanics are scarce in the map area but are widespread to the east. Rhyolite ash flows of the Miocene Idavada Volcanics and basalt of the Snake River Plain crop out in the southern part of the area. Lacustrine rocks of probable Eocene to Holocene age are present in the vicinity of Anderson Ranch Reservoir. Quaternary basalts and gravels are widespread on the South Fork of the Boise River, and alluvial deposits are common along active drainages. Metasedimentary rocks of unknown age crop out on House Mountain, Chimney Peak, and on the ridges east of Anderson Ranch Reservoir. </p><p>Older structures in the Idaho batholith include a major fault beneath House Mountain that may be a decollement for one of the large thrust sheets in eastern Idaho or part of an extensional core complex. The southern part of the Atlanta lobe of the Idaho batholith is cut by northeast-striking faults (parallel with the Trans-Challis fault system) that are related to Eocene extension and by northwest-oriented faults that formed during basin and range extension in the Miocene. The basin and range faults have prominent scarps typical of basin and range topography. The combination of northeast and northwest faults has broken the batholith into a series of rhomboid blocks. Some of these northeast and northwest faults are older structures that were reactivated in the Eocene or Miocene, as indicated by Ar 40 /Ar 39 dates on mineralized rock contained in some of the structures. </p><p>The Idaho batholith and associated rocks in the map area host several hundred mines and prospects in 18 mining districts. The deposits range in age from Cretaceous to Eocene, and many were developed for precious metals. Most of the deposits are in quartz veins in shear zones in granitic rocks of the batholith. Several districts were actively being explored for low-grade, bulk-minable, precious-metal deposits in the late 1980s and early 1990s.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/b2064W","usgsCitation":"Bennett, E.H., 2001, The geology and mineral deposits of part of the western half of the Hailey 1 degree x 2 degrees quadrangle, Idaho: U.S. Geological Survey Bulletin 2064, 39 p., https://doi.org/10.3133/b2064W.","productDescription":"39 p.","costCenters":[],"links":[{"id":160595,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":3294,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/bul/b2064-w/","linkFileType":{"id":5,"text":"html"}},{"id":388065,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_38252.htm"}],"country":"United States","state":"Idaho","otherGeospatial":"Hailey 1° x 2° quadrangle","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -116.0000,\n              43.000\n            ],\n            [\n              -114.7610,\n              43.000\n            ],\n            [\n              -114.7610,\n              44.0000\n            ],\n            [\n              -116.0000,\n              44.0000\n            ],\n            [\n              -116.0000,\n              43.000\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e4835","contributors":{"authors":[{"text":"Bennett, Earl H.","contributorId":97093,"corporation":false,"usgs":true,"family":"Bennett","given":"Earl","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":209873,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30890,"text":"wri004277 - 2001 - Hydrogeology of Picacho Basin, south-central Arizona","interactions":[],"lastModifiedDate":"2014-06-12T07:34:33","indexId":"wri004277","displayToPublicDate":"2001-06-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2000-4277","title":"Hydrogeology of Picacho Basin, south-central Arizona","docAbstract":"<p>The hydrogeology of Picacho Basin was studied to define the stratigraphy, basin structure, physical\nand hydraulic properties of the basin sediments, and predevelopment and postdevelopment conditions of\nground-water flow as of 1985. The study area includes about 900 square miles and contains a sedimentfilled\nasymmetric graben. The greatest sediment thickness occurs along the east margin of the graben.\nBasin sediments contain the principal water-bearing units and are separated into lower, middle, and upper\nunits. The lower unit is several thousand feet thick and contains a conglomerate facies and a playa facies\nthat contains a thick evaporite sequence. The middle and upper units contain alluvial and playa facies that\nare as much as 1,500 feet thick. Ground water occurs in lower and upper aquifer systems separated by a\nmiddle confining unit that comprises the playa facies of the three units. Hydraulic properties and\ncompressibility of the middle and upper units are much greater than those of the lower unit. Vertical-head\ngradients exist, and vertical flow occurs within and between the aquifer systems.</p>\n<br>\n<p>Early development of surface-water supplies resulted in increased recharge through deep percolation\nof irrigation water. Later development of the ground-water supplies resulted in extensive water-level\ndeclines, changes in the direction of ground-water flow, removal of water from storage, aquifer\ncompaction, land subsidence, and earth fissures. Dewatering of pore spaces in the upper unit has been the\nprimary source of water; however, as much as 80 percent of the water derived from storage in the Eloy\narea has resulted from compaction of pore spaces.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Tucson, AZ","doi":"10.3133/wri004277","usgsCitation":"Pool, D.R., Carruth, R., and Meehan, W.D., 2001, Hydrogeology of Picacho Basin, south-central Arizona: U.S. Geological Survey Water-Resources Investigations Report 2000-4277, vi, 65 p., https://doi.org/10.3133/wri004277.","productDescription":"vi, 65 p.","numberOfPages":"72","costCenters":[],"links":[{"id":288402,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288401,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/2000/4277/report.pdf"}],"scale":"500000","country":"United States","state":"Arizona","otherGeospatial":"Picacho Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.833333,32.416667 ], [ -111.833333,33.166667 ], [ -111.083333,33.166667 ], [ -111.083333,32.416667 ], [ -111.833333,32.416667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db546132","contributors":{"authors":[{"text":"Pool, Donald R. drpool@usgs.gov","contributorId":1121,"corporation":false,"usgs":true,"family":"Pool","given":"Donald","email":"drpool@usgs.gov","middleInitial":"R.","affiliations":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"preferred":true,"id":204286,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carruth, Rob 0000-0001-7008-2927 rlcarr@usgs.gov","orcid":"https://orcid.org/0000-0001-7008-2927","contributorId":1162,"corporation":false,"usgs":true,"family":"Carruth","given":"Rob","email":"rlcarr@usgs.gov","affiliations":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"preferred":false,"id":204287,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Meehan, Wesley D.","contributorId":80321,"corporation":false,"usgs":true,"family":"Meehan","given":"Wesley","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":204288,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":61480,"text":"mf2362 - 2001 - Map of normal faults and extensional folds in the Tendoy Mountains and Beaverhead Range, Southwest Montana and eastern Idaho","interactions":[],"lastModifiedDate":"2017-03-07T08:57:42","indexId":"mf2362","displayToPublicDate":"2001-06-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2362","title":"Map of normal faults and extensional folds in the Tendoy Mountains and Beaverhead Range, Southwest Montana and eastern Idaho","docAbstract":"<p>Compilation of a 1:100,000-scale map of normal faults and extensional folds in southwest Montana and adjacent Idaho reveals a complex history of normal faulting that spanned at least the last 50 m.y. and involved six or more generations of normal faults. The map is based on both published and unpublished mapping and shows normal faults and extensional folds between the valley of the Red Rock River of southwest Montana and the Lemhi and Birch Creek valleys of eastern Idaho between latitudes 45°05' N. and 44°15' N. in the Tendoy and Beaverhead Mountains. Some of the unpublished mapping has been compiled in Lonn and others (2000). Many traces of the normal faults parallel the generally northwest to north-northwest structural grain of the preexisting Sevier fold and thrust belt and dip west-southwest, but northeastand east-striking normal faults are also prominent. Northeaststriking normal faults are subparallel to the traces of southeast-directed thrusts that shortened the foreland during the Laramide orogeny. It is unlikely that the northeast-striking normal faults reactivated fabrics in the underlying Precambrian basement, as has been documented elsewhere in southwestern Montana (Schmidt and others, 1984), because exposures of basement rocks in the map area exhibit north-northwest- to northwest-striking deformational fabrics (Lowell, 1965; M’Gonigle, 1993, 1994; M’Gonigle and Hait, 1997; M’Gonigle and others, 1991). The largest normal faults in the area are southwest-dipping normal faults that locally reactivate thrust faults (fig. 1). Normal faulting began before middle Eocene Challis volcanism and continues today. The extension direction flipped by about 90° four times.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf2362","usgsCitation":"Janecke, S.U., Blankenau, J., VanDenburg, C., and VanGosen, B., 2001, Map of normal faults and extensional folds in the Tendoy Mountains and Beaverhead Range, Southwest Montana and eastern Idaho: U.S. Geological Survey Miscellaneous Field Studies Map 2362, Sheet 63.5 by 46.5 inches (in color)., https://doi.org/10.3133/mf2362.","productDescription":"Sheet 63.5 by 46.5 inches (in color).","costCenters":[],"links":[{"id":186820,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6049,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/mf/2001/mf-2362/","linkFileType":{"id":5,"text":"html"}},{"id":110187,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_39682.htm","linkFileType":{"id":5,"text":"html"},"description":"39682"}],"scale":"0","country":"United States","state":"Idaho, Montana","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.75,44.25 ], [ -113.75,45.083333333333336 ], [ -112.5,45.083333333333336 ], [ -112.5,44.25 ], [ -113.75,44.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a93e4b07f02db657f53","contributors":{"authors":[{"text":"Janecke, S. U.","contributorId":42296,"corporation":false,"usgs":true,"family":"Janecke","given":"S.","email":"","middleInitial":"U.","affiliations":[],"preferred":false,"id":265772,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blankenau, J.J.","contributorId":70855,"corporation":false,"usgs":true,"family":"Blankenau","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":265774,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"VanDenburg, C.J.","contributorId":103742,"corporation":false,"usgs":true,"family":"VanDenburg","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":265775,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"VanGosen, B.S.","contributorId":66714,"corporation":false,"usgs":true,"family":"VanGosen","given":"B.S.","affiliations":[],"preferred":false,"id":265773,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70159450,"text":"70159450 - 2001 - Thematic accuracy of MRLC land cover for the eastern United States","interactions":[],"lastModifiedDate":"2015-10-30T10:05:41","indexId":"70159450","displayToPublicDate":"2001-06-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3254,"text":"Remote Sensing of Environment","printIssn":"0034-4257","active":true,"publicationSubtype":{"id":10}},"title":"Thematic accuracy of MRLC land cover for the eastern United States","docAbstract":"<p><span>One objective of the MultiResolution Land Characteristics (MRLC) consortium is to map general land-cover categories for the conterminous United States using Landsat Thematic Mapper (TM) data. Land-cover mapping and classification accuracy assessment are complete for the eastern United States. The accuracy assessment was based on photo-interpreted reference data obtained from a stratified probability sample of pixels. Agreement was defined as a match between primary or alternate reference land-cover labels assigned to each sample pixel and the mode (most common class) of the map's land-cover labels within a 3&times;3-pixel neighborhood surrounding the sampled point. At 30-m resolution, overall accuracy was 59.7% at an Anderson Level II thematic detail, and 80.5% at Anderson Level I.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/S0034-4257(01)00187-0","usgsCitation":"Yang, L., Stehman, S.V., Smith, J.H., and Wickham, J.D., 2001, Thematic accuracy of MRLC land cover for the eastern United States: Remote Sensing of Environment, v. 76, no. 3, p. 418-422, https://doi.org/10.1016/S0034-4257(01)00187-0.","productDescription":"5 p.","startPage":"418","endPage":"422","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":310793,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"76","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"563496a6e4b0480763480061","contributors":{"authors":[{"text":"Yang, Limin 0000-0002-2843-6944 lyang@usgs.gov","orcid":"https://orcid.org/0000-0002-2843-6944","contributorId":4305,"corporation":false,"usgs":true,"family":"Yang","given":"Limin","email":"lyang@usgs.gov","affiliations":[{"id":223,"text":"Earth Resources Observation and Science (EROS) Center (Geography)","active":false,"usgs":true}],"preferred":true,"id":578750,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stehman, Stephen V.","contributorId":77283,"corporation":false,"usgs":true,"family":"Stehman","given":"Stephen","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":578751,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Smith, Jonathan H. jhsmith@usgs.gov","contributorId":2900,"corporation":false,"usgs":true,"family":"Smith","given":"Jonathan","email":"jhsmith@usgs.gov","middleInitial":"H.","affiliations":[{"id":5055,"text":"Land Change Science","active":true,"usgs":true}],"preferred":true,"id":578752,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wickham, James D.","contributorId":72278,"corporation":false,"usgs":false,"family":"Wickham","given":"James","email":"","middleInitial":"D.","affiliations":[{"id":6914,"text":"U.S. Environmental Protection Agency","active":true,"usgs":false}],"preferred":false,"id":578753,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70164502,"text":"70164502 - 2001 - Occurrence and distribution of pesticides in streams of the Eastern Iowa Basins, 1996-98","interactions":[],"lastModifiedDate":"2023-09-19T16:29:13.679736","indexId":"70164502","displayToPublicDate":"2001-05-01T17:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Occurrence and distribution of pesticides in streams of the Eastern Iowa Basins, 1996-98","docAbstract":"<p>The U.S. Geological Survey began collection of water samples in streams of the Eastern Iowa Basins in 1996 for the analysis of pesticides and pesticide degradates as part of the National Water Quality Assessment Program (NAWQA). This study provides some of the first large scale monitoring data on pesticides and pesticide degradates in Eastern Iowa. Three hundred and forty-four samples were collected from 1996-98 to document the occurrence, distribution, and transport of pesticide compounds. Pesticide analysis included 80 pesticide compounds and 10 pesticide degradates. The Eastern Iowa Basins study encompasses about 50,500 square kilometers (19,500 square miles) and is drained by four major rivers--the Wapsipinicon, Cedar, Iowa, and Skunk. Agriculture accounts for approximately 93 percent of the land use in the study area.</p>\n<p>The most commonly detected pesticides were those most heavily used on crops. The triazine (atrazine and cyanazine) and chloroacetanilide (alachlor, acetochlor, and metolachlor) pesticides are some of the most heavily used (by weight) historically and during the period of data collection 1996-98. Atrazine and metolachlor were detected in all samples. Acetochlor, alachlor, and cyanazine were detected in more than 70 percent of all surface-water samples. Few non-agricultural herbicides were detected. One exception, prometon was detected in more than 80 percent of the samples at very low concentrations (less than 0.1 micrograms per liter).</p>\n<p>Pesticide degradates were some of the most frequently detected pesticide compounds in the study. Four pesticide degradates--metolachlor ethane sulfonic acid (metolachlor ESA), alachlor ethane sulfonic acid (alachlor ESA), metolachlor oxanilic acid (metolachlor OA), and acetochlor ethane sulfonic acid (acetochlor ESA) were detected in more than 75 percent of the samples.</p>\n<p>A few insecticides that may pose potential risk to aquatic invertebrates were detected in streams from May through September, the months when most application normally occurs. Carbofuran was the most commonly detected insecticide (16 percent of all samples). Although detected in less than 20 percent of all samples, carbofuran was detected in 68 percent of the samples in June. When present, carbofuran concentrations were generally less than 0.80 micrograms per liter. Chloropyrifos was detected in about seven percent of the samples. As with other insecticides, chlorpyrifos was detected most frequently in June (30 percent). The highest concentration was 0.06 micrograms per liter. Diazinon, a common urban insecticide found in other NAWQA studies throughout the Nation, was detected in only 2 percent of the samples in the Eastern Iowa Basins study.</p>\n<p>Pesticides were found to occur in mixtures with several compounds rather than individually. Four or more parent pesticide compounds were detected in 91 percent of the water samples and seven or more parent compounds were detected in 46 percent of the water samples. Four or more pesticide degradates were detected in 93 percent of the water samples and seven or more pesticide degradates were detected in 46 percent of the water samples.</p>\n<p>Commonly applied parent pesticide compounds (acetochlor, alachlor, atrazine, cyanazine, and metolachlor) were generally detected at low concentrations with median concentrations ranging from 0.01 to 0.22 micrograms per liter. The median concentrations for the pesticide degradates were larger than their parent compounds. Median concentrations for the pesticide degradates ranged from 0.07 to 3.7 micrograms per liter. Acetochlor, alachlor, atrazine, cyanazine and metolachlor pesticides compounds were present at least an order of magnitude or higher in the late spring and summer than at other times of the year. The maximum measured concentrations for acetochlor, atrazine, cyanazine and metolachor were approximately 11 to 48 micrograms per liter (the maximum for alachlor was 0.56 micrograms per liter). In contrast, maximum measured concentrations for the total pesticide degradates were lower than their parent compounds and ranged from approximately 0.7 to 12 micrograms per liter. The maximum measured concentration of a single pesticide compound was for atrazine at 48 micrograms per liter.</p>\n<p>Seasonal patterns of atrazine, acetochlor, alachlor, cyanazine, and metolachlor generally show peak concentrations following application in May and June and decreasing during remainder of the growing season. In addition, a small secondary peak in atrazine, acetochlor, alachlor, cyanazine, and metolachlor concentrations occurred at all sites in late winter. This secondary peak may be attributed to early \"winter thaw\" that can release pesticide residue from soil, making pesticides available to be transported to surface water by snowmelt and early spring rains.</p>\n<p>Pesticide degradates account for a significant portion of the total pesticide load at all sites. Eighty-one percent of the total pesticide load in samples from Iowa River near Rowan, Wolf Creek near Dysart, and the Iowa River at Wapello were as pesticide degradates. The pesticide degradates for the triazine compounds tended to follow the load pattern of the parent pesticide compounds closely throughout the year. In general, the degradate loads calculated for the triazine compounds were smaller than loads calculated for their parent pesticides. The loads for the chloroacetanilide degradate compounds were larger than those for the parent pesticides. The loads for alachlor were found to be small or nonexistent. Alachlor has been heavily used in the past, but since 1995 has been largely replaced by acetochlor or other herbicides. The loads for all degradates were higher than the parent compounds during the winter months. Overland flow may be diminished during the winter months, but shallow sub-soil drainage and ground-water flow may be a source of many pesticide degradates during the late fall and winter.</p>\n<p>Occurrence of pesticide compounds varied by landform region. The triazine herbicides, atrazine and cyanazine and their degradates were present in significantly greater concentrations in the Southern Iowa Drift Plain (predominantly loess soils) than either the Des Moines Lobe or the Iowan Surface (predominantly till soils). Less atrazine and cyanazine are applied to till soils because of pH and organic carbon content. Alachlor, metolachlor, and acetochlor have often been used to offset triazine pesticide reductions in area with till soils.</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Proceedings from Agriculture and the Environment: State and Federal Initiatives conference","largerWorkSubtype":{"id":12,"text":"Conference publication"},"conferenceTitle":"State and Federal Initiatives conferenc","conferenceDate":"March 5-7, 2001","conferenceLocation":"Ames, IA","language":"English","usgsCitation":"Schnoebelen, D.J., Kalkhoff, S.J., and Becher, K., 2001, Occurrence and distribution of pesticides in streams of the Eastern Iowa Basins, 1996-98, <i>in</i> Proceedings from Agriculture and the Environment: State and Federal Initiatives conference, Ames, IA, March 5-7, 2001, p. 85-86.","productDescription":"2 p.","startPage":"85","endPage":"86","numberOfPages":"2","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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,{"id":70164501,"text":"70164501 - 2001 - Quality of water in alluvial aquifers in eastern Iowa","interactions":[],"lastModifiedDate":"2023-09-19T16:38:07.348341","indexId":"70164501","displayToPublicDate":"2001-05-01T17:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Quality of water in alluvial aquifers in eastern Iowa","docAbstract":"<p>The goal of the U.S. Geological Survey (USGS) National Water-Quality Assessment (NAWQA) Program is to assess the status and trends in the quality of the Nation's surface and ground water, and to better understand the natural and human factors affecting water quality. The Eastern Iowa Basins study unit encompasses an area of about 50,500 square kilometers (19,500 square miles) in eastern Iowa and southern Minnesota and is one of 59 study units in the NAWQA program. Land-use studies are an important component of the NAWQA program, and are designed to assess the concentration and distribution of water-quality constituents in recently recharged ground water associated with the most significant land use and hydrogeologic settings within a study unit. The focus of the land-use study in the Eastern Iowa Basins study unit is agricultural and urban land uses and alluvial aquifers. Agriculture is the dominant land use in the study unit. Urban areas, although not extensive, represent important potential source areas of contaminants associated with residential, commercial, and industrial activities. Alluvial aquifers are present throughout much of the study unit, and constitute a major ground-water supply that is susceptible to contamination from land-use activities.</p>\n<p>Ground-water samples were collected from monitoring wells at 31 agricultural and 30 urban sites in the Eastern Iowa Basins study unit during June-August 1997 to evaluate the effects of land use and hydrogeology on the water quality of alluvial aquifers. Calcium, magnesium, and bicarbonate were the dominant ions in most samples and were likely derived from solution of carbonate minerals (calcite and dolomite) present in alluvial detrital deposits. Tritium-based ages indicate ground water was most likely recharged after the 1950's at all but one sampling site. Agricultural and urban land-use areas have remained relatively stable in the study area since the 1950's, therefore the effects of current land use should be reflected in ground water sampled during this study. Sodium and chloride concentrations were significantly higher in samples from urban areas, where roads are more numerous and road salts may be more frequently applied, than in agricultural areas. Nitrate was detected in 94 percent of samples from agricultural areas and 77 percent of samples from urban areas. Nitrate concentrations were significantly higher in agricultural areas than in urban areas and exceeded the U.S. Environmental Protection Agency maximum contaminant level for drinking water (10 milligrams per liter as N) in 39 percent of samples from agricultural areas. Nitrate concentrations in samples from urban areas did not exceed the maximum contaminant level. Greater usage of fertilizers in agricultural areas most likely contributes to higher nitrate concentrations in samples from those areas.</p>\n<p>Pesticides were detected in 84 percent of samples from agricultural areas and 70 percent from urban areas. Atrazine and metolachlor were the most frequently detected pesticides in samples from agricultural areas; atrazine and prometon were the most frequently detected pesticides in samples from urban areas. None of the pesticide concentrations exceeded U.S. Environmental Protection Agency maximum contaminant levels or lifetime health advisories for drinking water. Pesticide degradates were detected in 94 percent of samples from agricultural areas and 53 percent from urban areas. Metolachlor ethane sulfonic acid and deethylatrazine were the most frequently detected metabolites in samples from agricultural areas; metolachlor ethane sulfonic acid and alachlor ethane sulfonic acid were the most frequently detected degradates in samples from urban areas. Total degradate concentrations were significantly higher in samples from agricultural areas than in samples from urban areas. Total pesticide concentrations (parent compounds) tended to be higher in samples from agricultural areas; however, this difference was not statistically significant. Degradates constituted the major portion of the total residue concentration in the alluvial aquifer.</p>\n<p>Volatile organic compounds were detected in 40 percent of samples from urban areas and 10 percent from agricultural areas. Methyl tert-butyl ether was the most commonly detected volatile organic compound and was present in 23 percent of samples from urban areas. Elevated concentrations (greater than 30 micrograms per liter) of methyl tert-butyl ether and BTEX compounds (benzene, toluene, ethylbenzene, and xylene) in two samples from urban areas suggest the possible presence of point-source gasoline leaks or spills.</p>\n<p>Factors other than land use may contribute to observed differences in water quality between and within agricultural and urban areas. Nitrate, atrazine, deethylatrazine, and deisopropylatrazine concentrations were significantly higher in shallow wells with sample intervals nearer the water table and in wells with thinner cumulative clay thickness above the sample intervals, suggesting that longer flow paths allow for greater residence time and increase opportunities for sorbtion, degradation, and dispersion which may contribute to decreases in nutrient and pesticide concentrations with depth. Nitrogen speciation was influenced by redox conditions. Nitrate concentrations were significantly higher in ground water with dissolved-oxygen concentrations in excess of 0.5 milligrams per liter. Ammonia concentrations were higher in ground water with dissolved-oxygen concentrations of 0.5 milligrams per liter or less, however, this relation was not statistically significant. The amount of available organic matter may limit denitrification rates. Elevated nitrate concentrations (greater than 2.0 mg/L) were significantly related to lower dissolved organic carbon concentrations in water samples from both agricultural and urban areas. A similar relation between nitrate concentrations (in water) and organic carbon concentrations (in aquifer material) also was observed but was not statistically significant.</p>\n<p>&nbsp;</p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Proceedings from Agriculture and the Environment: State and Federal Initiatives conference","largerWorkSubtype":{"id":12,"text":"Conference publication"},"conferenceTitle":"State and Federal Initiatives conference","conferenceDate":"March 5-7, 2001","conferenceLocation":"Ames, IA","language":"English","usgsCitation":"Savoca, M.E., Sadorf, E.M., Linhart, S.M., and Barnes, K., 2001, Quality of water in alluvial aquifers in eastern Iowa, <i>in</i> Proceedings from Agriculture and the Environment: State and Federal Initiatives conference, Ames, IA, March 5-7, 2001, p. 87-88.","productDescription":"2 p.","startPage":"87","endPage":"88","numberOfPages":"2","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water 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Findings are explained in the context of selected national U.S. Environmental Protection Agency (EPA) benchmarks, such as those for drinking water quality and the protection of aquatic organisms.</p>\n<p>The Eastern Iowa Basins Study Unit includes the Wapsipinicon, Cedar, Iowa, and Skunk River basins and covers approximately 19,500 square miles in eastern Iowa and southern Minnesota. More than 90 percent of the land in the study unit is used for agricultural purposes. 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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":597588,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, Kimberlee K. 0000-0002-8917-7165 kkbarnes@usgs.gov","orcid":"https://orcid.org/0000-0002-8917-7165","contributorId":2683,"corporation":false,"usgs":true,"family":"Barnes","given":"Kimberlee","email":"kkbarnes@usgs.gov","middleInitial":"K.","affiliations":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"preferred":true,"id":597589,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Becher, Kent 0000-0002-3947-0793 kdbecher@usgs.gov","orcid":"https://orcid.org/0000-0002-3947-0793","contributorId":3863,"corporation":false,"usgs":true,"family":"Becher","given":"Kent","email":"kdbecher@usgs.gov","affiliations":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"preferred":true,"id":597590,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Savoca, Mark E. mesavoca@usgs.gov","contributorId":1961,"corporation":false,"usgs":true,"family":"Savoca","given":"Mark","email":"mesavoca@usgs.gov","middleInitial":"E.","affiliations":[{"id":622,"text":"Washington Water Science Center","active":true,"usgs":true}],"preferred":true,"id":597591,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Schnoebelen, Douglas J.","contributorId":87514,"corporation":false,"usgs":true,"family":"Schnoebelen","given":"Douglas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":597592,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Sadorf, Eric M. emsadorf@usgs.gov","contributorId":2245,"corporation":false,"usgs":true,"family":"Sadorf","given":"Eric","email":"emsadorf@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":597593,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Porter, Stephen D.","contributorId":16429,"corporation":false,"usgs":true,"family":"Porter","given":"Stephen","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":597594,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Sullivan, Daniel J. 0000-0003-2705-3738 djsulliv@usgs.gov","orcid":"https://orcid.org/0000-0003-2705-3738","contributorId":1703,"corporation":false,"usgs":true,"family":"Sullivan","given":"Daniel","email":"djsulliv@usgs.gov","middleInitial":"J.","affiliations":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"preferred":false,"id":597595,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Creswell, John","contributorId":156355,"corporation":false,"usgs":false,"family":"Creswell","given":"John","email":"","affiliations":[],"preferred":false,"id":597596,"contributorType":{"id":1,"text":"Authors"},"rank":9}]}}
,{"id":30848,"text":"wri964038E - 2001 - Benthic algae of benchmark streams in agricultural areas of eastern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-22T15:02:06","indexId":"wri964038E","displayToPublicDate":"2001-05-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"96-4038","chapter":"E","title":"Benthic algae of benchmark streams in agricultural areas of eastern Wisconsin","docAbstract":"<p>Benthic algae were collected from 20 streams in the Western Lake Michigan Drainages by the U.S. Geological Survey in May and June of 1993 as part of the National Water-Quality Assessment program. These streams were selected to represent \"benchmark\" streams that were minimally affected by human activities, especially agriculture, for comparison to other streams in similar environmental settings. Streams were chosen from four relatively homogeneous units (RHU's) in agricultural areas with differing texture of surficial deposits and bedrock type.</p>\n<p>Blue-green algae were the dominant algal cells at all but 5 of the 20 stream sites, and the most abundant species at these sites was Calothrix parietina, a nitrogen-fixer typically found in pristine streams. Most of the taxa at all sites were diatoms. The dominant diatom guilds observed were the Achnanthes spp., erect forms, and Navicula spp.</p>\n<p>Except for three streams thought to have low productivity, the Shannon-Wiener diversity index for diatoms was high at all benchmark streams and indicated either minor stress or no stress on the diatom community. With regard to water quality, additional diatom indexes for 17 of 20 benchmark streams indicated no pollution effects and no significant siltation. All benchmark streams had good to excellent biological integrity and either minor or no impairment of aquatic life with regard to diatoms.</p>\n<p>A variety of algal metrics and relative abundances of diatom morphological guilds correlated with basin-, segment-and reach-level habitat characteristics, including drainage area, basin drainage density, basin soil permeability, Q/Q2 (instantaneous discharge measured at time of sampling divided by the estimated 2-year flood discharge), stream length, and average width of natural riparian vegetation. Algal taxa richness decreased with higher percentages of agricultural land and lower percentages of forested land. The relative abundance of pollution-tolerant diatoms was higher in streams where the basin land was primarily agricultural as compared to forested. The Shannon- Wiener diversity index for diatoms, the percentage of diatom taxa, and the percent relative abundances of diatom cells, pollution tolerant diatoms, Achnanthes spp., erect diatom forms, nitrogen-fixing algae, and blue-green algae differed significantly among either RHU's or ecoregions. Higher abundances of pollution-sensitive diatoms and a higher pollution index indicate that water quality in sampled streams in the North Central Hardwood Forests ecoregion may be less degraded than in streams in the Southeastern Wisconsin Till Plains ecoregion. Algal taxa richness decreased as specific conductance, dissolved nitrate plus nitrite, and suspended sediment increased. This relation may indicate a negative effect of agricultural activities on the algal taxa richness of the stream. Pollution-tolerant diatoms and the pollution index increased as these and additional factors correlated with agriculture increased.</p>\n<p>Multivariate analyses indicated multiple scales of environmental factors affect algae. Although two-way indicator species analysis (TWINSPAN), detrended correspondence analysis (DCA), and canonical correspondence analysis (CCA) generally separated sites according to RHU, only DCA ordination indicated a separation of sites according to ecoregion. Environmental variables con-elated with DCA axes 1 and 2 and therefore indicated as important explanatory factors for algal distribution and abundance were factors related to stream size, basin land use/cover, geomorphology, hydrogeology, and riparian disturbance. CCA analyses with a more limited set of environmental variables indicated that pH, average width of natural riparian vegetation (segment scale), basin land use/cover and Q/Q2 were the most important variables affecting the distribution and relative abundance of benthic algae at the 20 benchmark streams,</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri964038E","usgsCitation":"Scudder, B.C., and Stewart, J.S., 2001, Benthic algae of benchmark streams in agricultural areas of eastern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 96-4038, viii, 46 p., https://doi.org/10.3133/wri964038E.","productDescription":"viii, 46 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":119234,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1996/4038e/report-thumb.jpg"},{"id":59580,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1996/4038e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","otherGeospatial":"Lake Michigan","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.483642578125,\n              43.1090040242731\n            ],\n            [\n              -89.483642578125,\n              45.46783598133375\n            ],\n            [\n              -86.737060546875,\n              45.46783598133375\n            ],\n            [\n              -86.737060546875,\n              43.1090040242731\n            ],\n            [\n              -89.483642578125,\n              43.1090040242731\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","publicComments":"National Water-Quality Assessment Program: Western Lake Michigan Drainages","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b712","contributors":{"authors":[{"text":"Scudder, Barbara C.","contributorId":100319,"corporation":false,"usgs":true,"family":"Scudder","given":"Barbara","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":204195,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stewart, Jana S. 0000-0002-8121-1373 jsstewar@usgs.gov","orcid":"https://orcid.org/0000-0002-8121-1373","contributorId":539,"corporation":false,"usgs":true,"family":"Stewart","given":"Jana","email":"jsstewar@usgs.gov","middleInitial":"S.","affiliations":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"preferred":true,"id":204194,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70023314,"text":"70023314 - 2001 - Effects of stream acidification and habitat on fish populations of a North American river","interactions":[],"lastModifiedDate":"2023-03-03T18:00:56.680776","indexId":"70023314","displayToPublicDate":"2001-05-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":873,"text":"Aquatic Sciences","active":true,"publicationSubtype":{"id":10}},"title":"Effects of stream acidification and habitat on fish populations of a North American river","docAbstract":"<p><span>Water quality, physical habitat, and fisheries at sixteen reaches in the Neversink River Basin were studied during 1991-95 to identify the effects of acidic precipitation on stream-water chemistry and on selected fish-species populations, and to test the hypothesis that the degree of stream acidification affected the spatial distribution of each fish-species population. Most sites on the East Branch Neversink were strongly to severely acidified, whereas most sites on the West Branch were minimally to moderately acidified. Mean density of fish populations ranged from 0 to 2.15 fish/m</span><sup>2</sup><span>; biomass ranged from 0 to 17.5 g/m</span><sup>2</sup><span>. Where brook trout were present, their population density ranged from 0.04 to 1.09 fish/m</span><sup>2</sup><span>, biomass ranged from 0.76 to 12.2 g/m</span><sup>2</sup><span>, and condition (K) ranged from 0.94 to 1.07. Regression analyses revealed strong relations (</span><i>r</i><span>&nbsp;</span><sup><i>2</i></sup><span>± 0.41 to 0.99;&nbsp;</span><i>p</i><span>≤ 0.05) between characteristics of the two most common species (brook trout and slimy sculpin) populations and mean concentrations of inorganic monomeric aluminum (Al</span><sub>im</sub><span>), pH, Si, K</span><sup>+</sup><span>, NO</span><sub>3</sub><span>&nbsp;</span><sup>-</sup><span>, NH</span><sub>4</sub><span>&nbsp;</span><sup>+</sup><span>, DOC, Ca</span><sup>2+</sup><span>, and Na</span><sup>+</sup><span>; acid neutralizing capacity (ANC); and water temperature. Stream acidification may have adversely affected fish populations at most East Branch sites, but in other parts of the Neversink River Basin these effects were masked or mitigated by other physical habitat, geochemical, and biological factors.</span></p>","language":"English","publisher":"Springer","doi":"10.1007/PL00001352","usgsCitation":"Baldigo, B., and Lawrence, G.B., 2001, Effects of stream acidification and habitat on fish populations of a North American river: Aquatic Sciences, v. 63, no. 2, p. 196-222, https://doi.org/10.1007/PL00001352.","productDescription":"27 p.","startPage":"196","endPage":"222","numberOfPages":"27","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":232682,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Neversink River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -74.75,\n              42.25\n            ],\n            [\n              -74.75,\n              41.75\n            ],\n            [\n              -74.3,\n              41.75\n            ],\n            [\n              -74.3,\n              42.25\n            ],\n            [\n              -74.75,\n              42.25\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"63","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a07e0e4b0c8380cd51897","contributors":{"authors":[{"text":"Baldigo, Barry P. 0000-0002-9862-9119","orcid":"https://orcid.org/0000-0002-9862-9119","contributorId":25174,"corporation":false,"usgs":true,"family":"Baldigo","given":"Barry P.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":397232,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lawrence, Gregory B. 0000-0002-8035-2350 glawrenc@usgs.gov","orcid":"https://orcid.org/0000-0002-8035-2350","contributorId":867,"corporation":false,"usgs":true,"family":"Lawrence","given":"Gregory","email":"glawrenc@usgs.gov","middleInitial":"B.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":397233,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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