The water table near four sewage storage basins in a strip-mined area of western Illinois, has risen about 10 feet since the basins were constructed in 1971. Two dimensional modeling of ground-water flow in the mine spoil indicates that the rise is caused by leakage from one storage basin. The hydrologic-parameter values producing the best fit between computed and observed head values are 0.000007 feet per second for the hydraulic conductivity of the mine spoil, 0.0000000004 feet per second for recharge from the leaking basin. The model indicates the volume of water leaking from the basin is 91,600 cubic yards per year. The principal components of the sewage sludge after the solids have been removed are alkalinity, nitrogen, phosphorous, and chloride. Components in higher concentrations near the basins were sodium, alkalinity, and chloride. Because the sodium and chloride concentrations in the sludge were too low to cause the higher concentrations in the ground water, the strip-mine spoil used in constructing the basins was considered to be the major source of these constituents. This spoil has been moved from its original location and unweathered surfaces exposed, which allowed dissolution of carbonate and chloride and release of sodium through cation exchange.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri824047","usgsCitation":"Patterson, G.L., 1982, Hydrologic effects of storing liquified sewage sludge on strip-mined land, Fulton County, Illinois: U.S. Geological Survey Water-Resources Investigations Report 82-4047, iv, 30 p., https://doi.org/10.3133/wri824047.","productDescription":"iv, 30 p.","costCenters":[],"links":[{"id":411531,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35571.htm"},{"id":57925,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4047/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123079,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4047/report-thumb.jpg"}],"country":"United States","state":"Illinois","county":"Fulton County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -90.092,\n 40.517\n ],\n [\n -90.128,\n 40.517\n ],\n [\n -90.128,\n 40.483\n ],\n [\n -90.092,\n 40.483\n ],\n [\n -90.092,\n 40.517\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606e2c","contributors":{"authors":[{"text":"Patterson, G. L.","contributorId":35356,"corporation":false,"usgs":true,"family":"Patterson","given":"G.","email":"","middleInitial":"L.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200887,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38633,"text":"pp1066H - 1982 - Palaeocopid and podocopid Ostracoda from the Lexington Limestone and Clays Ferry Formation (Middle and Upper Ordovician) of central Kentucky","interactions":[],"lastModifiedDate":"2012-02-02T00:10:35","indexId":"pp1066H","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"1066","chapter":"H","title":"Palaeocopid and podocopid Ostracoda from the Lexington Limestone and Clays Ferry Formation (Middle and Upper Ordovician) of central Kentucky","docAbstract":"The Middle through lower Upper Ordovician Lexington Limestone and lower part of the Clays Ferry Formation contain an abundant and diversified ostracode fauna. More than 10,000 specimens belonging to 39 genera and 53 species have been found in 73 collections made by members of the U.S. Geological Survey in cooperation with the Kentucky Geological Survey between 1961 and 1970. Five of the genera and 17 of the species are new. New taxa include the genera Gephyropsis, Ningulella, Phelobythocypris, Quasibollia, and Uninodobolba and the following species: Americoncha dubia, Ballardina millersburgia, Brevidorsa strodescreekensis, Ceratopsis asymme , trica C. fimbriata, Ctenobolbina ventrispinifera, Cystomatochilina reticulotiara, Easchmidtella sinuidorsata, Gephyropsis trachyreticulata, Jonesella gonyloba, Laccoprimitia claysferryensis, L. cryptomorphologica, Leperditella? perplexa, Ningulella paupera, Parenthatia sadievillensis, Silenis kentuckyensis, and Uninodobolba franklinensis. In addition, a new species, Quasibollia copelandi, is described from the Middle Ordovician of Ontario. The type specimens of ostracodes previously described from these formations but not represented in the recent collections are redescribed and refigured. The genus Warthinia Spivey, 1939, is reinstated for Ordovician bolliids with two to four nodes, and the genus Ceratopsis Ulrich, 1894, is reviewed with new figures of all known North American species of the genus. \r\n\r\nForty-four collections included enough specimens to warrant quantitative analysis. The temporal and spatial distribution of the genera were defined by using Q-mode cluster analysis based on Sorensen's quantified coefficient of association. The resulting phenogram indicated the existence of eight clusters; these clusters were characterized by calculation of constancy and fidelity measures for each of the variables. Generic diversity, compound generic diversity, and lithologic associations were scanned in an attempt to delineate the paleoecologic regime of each cluster. In general, a trend can be seen in which the higher diversity Phelobythocypris-dominated clusters are found in the muddier rocks and less diverse, highly Ceratopsisdominated clusters in the predominantly carbonate members. An exception to this generalization is found in the limestones of the Strodes Creek Member of the Lexington Limestone which has the highest ostracode diversity. However, the Strodes Creek is found entirely within the confines of the muddy Millersburg Member of the Lexington and is believed to represent a similar environment. Diversity differences in these ostracode associations are thought to be controlled mainly by substrate and kinetic energy level. We suggest that the associations may represent ecologically controlled ostracode assemblages.","language":"ENGLISH","doi":"10.3133/pp1066H","usgsCitation":"Warshauer, S., and Berdan, J., 1982, Palaeocopid and podocopid Ostracoda from the Lexington Limestone and Clays Ferry Formation (Middle and Upper Ordovician) of central Kentucky: U.S. Geological Survey Professional Paper 1066, p. H1-H80; 19 plates, https://doi.org/10.3133/pp1066H.","productDescription":"p. H1-H80; 19 plates","costCenters":[],"links":[{"id":125045,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1066h/report-thumb.jpg"},{"id":65461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1066h/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6969c0","contributors":{"authors":[{"text":"Warshauer, S.M.","contributorId":59104,"corporation":false,"usgs":true,"family":"Warshauer","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":220194,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Berdan, J.M.","contributorId":27913,"corporation":false,"usgs":true,"family":"Berdan","given":"J.M.","affiliations":[],"preferred":false,"id":220193,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36614,"text":"fwsobs82_10_7 - 1982 - Habitat Suitability Index models: White crappie","interactions":[],"lastModifiedDate":"2022-02-15T14:31:04.515306","indexId":"fwsobs82_10_7","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.7","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index models: White crappie","docAbstract":"The white crappie (Pomoxis annularis) is native to freshwater lakes and streams from the southern Great Lakes, west to Nebraska, south to Texas and Alabama, east to North Carolina, then west of the Appalachian Mountains to New York. It has been widely introduced outside this range throughout North America (Hubbs and Lagler 1958; Goodson 1966; Scott and Crossman 1973).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Edwards, E.A., Krieger, D.A., Gebhart, G., and Maughan, O.E., 1982, Habitat Suitability Index models: White crappie: FWS/OBS 82/10.7, vi, 22 p.","productDescription":"vi, 22 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":164740,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649710","contributors":{"authors":[{"text":"Edwards, Elizabeth A.","contributorId":39421,"corporation":false,"usgs":true,"family":"Edwards","given":"Elizabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216650,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krieger, Douglas A.","contributorId":107758,"corporation":false,"usgs":true,"family":"Krieger","given":"Douglas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216653,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gebhart, Glen","contributorId":52237,"corporation":false,"usgs":true,"family":"Gebhart","given":"Glen","email":"","affiliations":[],"preferred":false,"id":216652,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Maughan, O. Eugene","contributorId":43006,"corporation":false,"usgs":true,"family":"Maughan","given":"O.","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":216651,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":48754,"text":"ofr8295 - 1982 - Laboratory investigations of the physics of steam flow in a porous medium","interactions":[],"lastModifiedDate":"2012-02-02T00:10:05","indexId":"ofr8295","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-95","title":"Laboratory investigations of the physics of steam flow in a porous medium","docAbstract":"Experiments were carried out in the laboratory to test a theory of transient flow of pure steam in a uniform porous medium. This theory is used extensively in modeling pressure-transient behavior in vapor-dominated geothermal systems. Transient, superheated steam-flow experiments were run by bringing a cylinder of porous material to a uniform initial pressure, and then making a step increase in pressure at one end of the sample, while monitoring the pressure-transient breakthrough at the other end. It was found in experiments run at 100?, 125?, and 146?C that the time required for steam-pressure transients to propagate through an unconsolidated material containing sand, silt, and clay was 10 to 25 times longer than predicted by theory. It is hypothesized that the delay in the steam-pressure transient was caused by adsorption of steam in the porous sample. \r\n\r\nIn order to account for steam adsorption, a sink term was included in the conservation of mass equation. In addition, energy transfer in the system has to be considered because latent heat is released when steam adsorption occurs, increasing the sample temperature by as much as 10?C. Finally, it was recognized that the steam pressure was a function of both the temperature and the amount of adsorption in the sample. For simplicity, this function was assumed to be in equilibrium adsorption isotherm, which was determined by experiment. By solving the modified mass and energy equations numerically, subject to the empirical adsorption isotherm relationship, excellent theoretical simulation of the experiments was achieved. \r\n\r\nThe experiments support the hypothesis that adsorption of steam can strongly influence steam pressure-transient behavior in porous media; the results suggest that the modified steam-flow theory, which includes steam adsorption terms, should be used in modeling steam flow in vapor-dominated geothermal systems.","language":"ENGLISH","doi":"10.3133/ofr8295","usgsCitation":"Herkelrath, W., and Moench, A., 1982, Laboratory investigations of the physics of steam flow in a porous medium: U.S. Geological Survey Open-File Report 82-95, 42 p.: ill. ; 28 cm., https://doi.org/10.3133/ofr8295.","productDescription":"42 p.: ill. ; 28 cm.","costCenters":[],"links":[{"id":162480,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0095/report-thumb.jpg"},{"id":85554,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0095/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b127f","contributors":{"authors":[{"text":"Herkelrath, W.N.","contributorId":77981,"corporation":false,"usgs":true,"family":"Herkelrath","given":"W.N.","affiliations":[],"preferred":false,"id":238155,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moench, A.F.","contributorId":91495,"corporation":false,"usgs":true,"family":"Moench","given":"A.F.","email":"","affiliations":[],"preferred":false,"id":238156,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36615,"text":"fwsobs82_10_9 - 1982 - Habitat Suitability Index Models: Slough darter","interactions":[],"lastModifiedDate":"2022-02-15T14:30:38.749498","indexId":"fwsobs82_10_9","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.9","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Slough darter","docAbstract":"The native range of the slough darter (Etheostoma gracile) extends from western Alabama (Smith-Vaniz 1968) to central Texas and northward in the lowland areas of the former Mississippi Embayment and the Interior Low Plateau to central Illinois (Collette 1962) and southwestern Indiana (Gerking 1945). Its distribution also includes southeast Kansas (Metcalf 1959; Cross 1967) and northeast Oklahoma (Blair 1959). Natural hybridization with the blackside darter (Percina maculata) has been recorded (Page 1976).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Edwards, E.A., Bacteller, M., and Maughan, O.E., 1982, Habitat Suitability Index Models: Slough darter: FWS/OBS 82/10.9, vi, 13 p.","productDescription":"vi, 13 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161531,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649758","contributors":{"authors":[{"text":"Edwards, Elizabeth A.","contributorId":39421,"corporation":false,"usgs":true,"family":"Edwards","given":"Elizabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216654,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bacteller, Mary","contributorId":74427,"corporation":false,"usgs":true,"family":"Bacteller","given":"Mary","email":"","affiliations":[],"preferred":false,"id":216656,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Maughan, O. Eugene","contributorId":43006,"corporation":false,"usgs":true,"family":"Maughan","given":"O.","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":216655,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":36612,"text":"fwsobs82_10_5 - 1982 - Habitat suitability index models: Cutthroat trout","interactions":[],"lastModifiedDate":"2022-02-15T14:32:15.628431","indexId":"fwsobs82_10_5","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.5","subseriesTitle":"Habitat Suitability Index","title":"Habitat suitability index models: Cutthroat trout","docAbstract":"Cutthroat trout, Salmo clarki, are a polytypic species consisting of several geographically distinct forms with a broad distribution and a great amount of genetic diversity (Hickman 1978; Behnke 1979). Behnke (1979) recognized 13 extant subspecies: Coastal cutthroat (S. c. clarki) in coastal streams from Prince William Sound, Alaska to the Eel Rlver in California; mountain cutthroat (~. ~. alpestris) in upper Columbia and F~Dser River drainages of British Columbia; west slope cutthroat (S. c. lewisi) in the upper Columbia, Salmon, Clearwater, South Saskatchewan and upper Missouri drainages of Montana and Idaho; an undescribed subspecies in the Alvord basin, Oregon; Lahonton cutthroat (S. c ..henshawi), Pauite cutthroat (S. c. seleniris), and an undescribed- subspecies in the Humboldt River drafnage of the Lahontan basin of Nevada and California; Yellowstone cutthroat (S. c. bouvieri) in the Yellowstone drainage of Wyoming and Montana and the Snake River drainage of Wyoming, Idaho, and Nevada; an undescribed subspecies (fine spotted) in the upper Snake River, Wyoming; Bonneville cutthroat (S. c. utah) in the Bonneville basin in Utah, Nevada, Idaho, and Wyoming; Colorado River cutthroat (~. ~. pleuriticus) in the Colorado River drainage in Wyoming, Utah, New Mexico, and Colorado; greenback cutthroat (S. c. stomias) in the South Platte and Arkansas River systems; and Rio Grande cutthroat (~. ~. virginalis) in the Rio Grande River drainage of Colorado and New Mexico. Many of these 13 subspecies are included on Federal or State endangered or threatened species lists.
Temperature and chemical preferences, migration, and other ecological and life history attributes vary among cutthroat subspecies (Behnke 1979). Differences in growth rate (Carlander 1969; Scott and Crossman 1973; Behnke 1979) and food preferences have also been reported (Trojnar and Behnke 1974) between some subspecies.
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Hickman, T.J., and Raleigh, R.F., 1982, Habitat suitability index models: Cutthroat trout: FWS/OBS 82/10.5, vi, 38 p.","productDescription":"vi, 38 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":165140,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6499ff","contributors":{"authors":[{"text":"Hickman, Terry J.","contributorId":49840,"corporation":false,"usgs":true,"family":"Hickman","given":"Terry","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":216644,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Raleigh, Robert F.","contributorId":49841,"corporation":false,"usgs":true,"family":"Raleigh","given":"Robert","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":216645,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36613,"text":"fwsobs82_10_6 - 1982 - Habitat suitability index models: Black crappie","interactions":[],"lastModifiedDate":"2022-02-15T14:31:31.227263","indexId":"fwsobs82_10_6","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.6","subseriesTitle":"Habitat Suitability Index","title":"Habitat suitability index models: Black crappie","docAbstract":"Characteristics and habitat requirements of the black crappie (Pomoxis nigromaculatus) are described in a review of Habitat Suitability Index models.\r\n\r\nThis is one in a series of publications to provide information on the habitat requirements of selected fish and wildlife species. Numerous literature sources have been consulted in an effort to consolidate scientific data on species-habitat relationships. These data have subsequently been synthesized into explicit Habitat Suitability Index (HSI) models. The models are based on suitability indices indicating habitat preferences. Indices have been formulated for variables found to affect the life cycle and survival of each species. Habitat Suitability Index (HSI) models are designed to provide information for use in impact assessment and habitat management activities. The HSI technique is a corollary to the U.S. Fish and Wildlife Service's Habitat Evaluation Procedures.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Edwards, E.A., Krieger, D.A., Bacteller, M., and Maughan, O.E., 1982, Habitat suitability index models: Black crappie: FWS/OBS 82/10.6, vi, 25 p.","productDescription":"vi, 25 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":165141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649d75","contributors":{"authors":[{"text":"Edwards, Elizabeth A.","contributorId":39421,"corporation":false,"usgs":true,"family":"Edwards","given":"Elizabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216646,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krieger, Douglas A.","contributorId":107758,"corporation":false,"usgs":true,"family":"Krieger","given":"Douglas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216649,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bacteller, Mary","contributorId":74427,"corporation":false,"usgs":true,"family":"Bacteller","given":"Mary","email":"","affiliations":[],"preferred":false,"id":216648,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Maughan, O. Eugene","contributorId":43006,"corporation":false,"usgs":true,"family":"Maughan","given":"O.","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":216647,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":36602,"text":"fwsobs82_10_1 - 1982 - Habitat suitability index models: Coastal stocks of striped bass","interactions":[],"lastModifiedDate":"2022-02-15T14:33:23.091884","indexId":"fwsobs82_10_1","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.1","subseriesTitle":"Habitat Suitability Index","title":"Habitat suitability index models: Coastal stocks of striped bass","docAbstract":"A review and synthesis of existing information were used to develop estuarine habitat models for coastal stocks of striped bass (Morone saxatilis). Models for five life stages are scaled to produce an index of habitat suitability between 0 (unsuitable habitat) and 1 (optimally suitable habitat) for estuarine areas of the continental United States. Habitat suitability indexes are designed for use with the habitat evaluation procedures developed by the U.S. Fish and Wildlife Service. Guidelines for coastal striped bass model applications and techniques for estimating model variable are described.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Bain, M.B., and Bain, J.L., 1982, Habitat suitability index models: Coastal stocks of striped bass: FWS/OBS 82/10.1, vi, 29 p.","productDescription":"vi, 29 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":165684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649a51","contributors":{"authors":[{"text":"Bain, Mark B.","contributorId":10084,"corporation":false,"usgs":true,"family":"Bain","given":"Mark","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":216622,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bain, Jane L.","contributorId":76379,"corporation":false,"usgs":true,"family":"Bain","given":"Jane","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":216623,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36616,"text":"fwsobs82_10_10 - 1982 - Habitat Suitability Index Models: Ferruginous hawk","interactions":[],"lastModifiedDate":"2022-02-15T14:30:11.663014","indexId":"fwsobs82_10_10","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.10","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Ferruginous hawk","docAbstract":"The ferruginous hawk inhabits grasslands, shrublands, and steppe-deserts of the Western United States. It is a common nester in Colorado, Idaho, Montana, Utah, and Wyoming (Call 1978). Populations in the more Northern States tend to be migratory, spending the winter in New Mexico, Colorado, Kansas, Texas, and Oklahoma (Call 1979).
Ferruginous hawks thrive in areas that favor the production of rabbits (Lagomorpha), prairie dogs (Cynomys spp.), or ground squirrels (Citellus spp. and Spermophilus spp.) (Call 1979), provided that suitable nesting sites are available. Foraging habitat consists of nonforested, nonmountainous areas, such as desert shrub and grassland communities. Nesting habitat consists of communities with isolated trees, woodland edges, buttes, cliffs, and/or grassland with some relief.
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Jasikoff, T.M., 1982, Habitat Suitability Index Models: Ferruginous hawk: FWS/OBS 82/10.10, vi, 18 p.","productDescription":"vi, 18 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161532,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649936","contributors":{"authors":[{"text":"Jasikoff, Thomas M.","contributorId":40254,"corporation":false,"usgs":true,"family":"Jasikoff","given":"Thomas","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":216657,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27657,"text":"wri824019 - 1982 - Model modifications for simulation of flow through stratified rocks in eastern Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri824019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4019","title":"Model modifications for simulation of flow through stratified rocks in eastern Ohio","docAbstract":"A quasi three-dimensional groundwater flow model is being used as part of a study to determine impacts of coal-strip mining on local hydrologic systems. Modifications to the model were necessary to simulate local hydrologic conditions properly. Perched water tables required that the method of calculating vertical flow rate be changed. A head-dependent spring-discharge function and a head-dependent stream aquifer-interchange function were added to the program. Modifications were also made to allow recharge from precipitation to any layer. The modified program, data deck instructions, and sample input and output are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824019","usgsCitation":"Helgesen, J.O., Razem, A., and Larson, S.P., 1982, Model modifications for simulation of flow through stratified rocks in eastern Ohio: U.S. Geological Survey Water-Resources Investigations Report 82-4019, iv, 113 p. :ill. ;28 cm., https://doi.org/10.3133/wri824019.","productDescription":"iv, 113 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122914,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4019/report-thumb.jpg"},{"id":56512,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699a2f","contributors":{"authors":[{"text":"Helgesen, J. O.","contributorId":62600,"corporation":false,"usgs":true,"family":"Helgesen","given":"J.","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":198482,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Razem, A. C.","contributorId":34924,"corporation":false,"usgs":true,"family":"Razem","given":"A. C.","affiliations":[],"preferred":false,"id":198481,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, S. P.","contributorId":34903,"corporation":false,"usgs":true,"family":"Larson","given":"S.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":198480,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":36617,"text":"fwsobs82_10_11 - 1982 - Habitat Suitability Index Models: Marten","interactions":[],"lastModifiedDate":"2022-02-15T14:29:46.968745","indexId":"fwsobs82_10_11","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.11","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Marten","docAbstract":"Habitat preferences and species characteristics of the pine marten (Martes americana) are described in this publication. It is one of a series of Habitat Suitability Index (HSI) models and was developed through an analysis of available scientific data on the species-habitat requirements of the pine marten. Habitat use information is presented in a review of the literature, followed by the development of a HSI model. The model is presented in three formats: graphic, word and mathematical. Suitability index graphs quantify the species-habitat relationship. These data are then synthesized into a model which is designed to provide information for use in impact assessment and habitat management activities.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Allen, A.W., 1982, Habitat Suitability Index Models: Marten (Revised 1984): FWS/OBS 82/10.11, vi, 9 p.","productDescription":"vi, 9 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":193123,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"scale":"100000","edition":"Revised 1984","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6497fa","contributors":{"authors":[{"text":"Allen, Arthur W.","contributorId":40648,"corporation":false,"usgs":true,"family":"Allen","given":"Arthur","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":216658,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27634,"text":"wri8240 - 1982 - Method for estimating historical irrigation requirements from ground water in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","interactions":[],"lastModifiedDate":"2018-08-08T14:01:49","indexId":"wri8240","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-40","title":"Method for estimating historical irrigation requirements from ground water in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","docAbstract":"Historical information on ground-water pumpage for irrigation is required for use with a computer model of the High Plains aquifer. Available historical data on ground-water pumpage in the High Plains were inadequate for use with the computer model. Consequently, a method was developed to estimate historical pumpage data.
Two principal components were used to develop estimates of ground-water pumpage: (1) Acreage irrigated; and (2) irrigation demand. The Blaney-Criddle formula was used to calculate consumptive-use requirements for irrigated crops grown on the High Plains. The irrigation demand for each crop was estimated by subtracting precipitation available to the crop from the consumptive-use requirement of the crop. Irrigation demands were combined with irrigated acreages to estimate the volume of irrigation water required for areas in the High Plains. Estimates of irrigation water requirements were compiled for 1949, 1954, 1959, 1964, 1969, 1974, and 1978. Irrigation pumpage for use with the computer model can be estimated from the irrigation water requirements by applying a factor to account for irrigation system efficiency.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8240","usgsCitation":"Heimes, F.J., and Luckey, R.R., 1982, Method for estimating historical irrigation requirements from ground water in the High Plains in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 82-40, iii, 64 p., https://doi.org/10.3133/wri8240.","productDescription":"iii, 64 p.","numberOfPages":"71","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true},{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":356336,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0040/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158792,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0040/report-thumb.jpg"}],"country":"United States","state":"Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, Wyoming","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -106,\n 32\n ],\n [\n -96,\n 32\n ],\n [\n -96,\n 43.5\n ],\n [\n -106,\n 43.5\n ],\n [\n -106,\n 32\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629ed0","contributors":{"authors":[{"text":"Heimes, Frederick J.","contributorId":20787,"corporation":false,"usgs":true,"family":"Heimes","given":"Frederick","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198451,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luckey, Richard R.","contributorId":17980,"corporation":false,"usgs":true,"family":"Luckey","given":"Richard","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":198450,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27624,"text":"wri8178 - 1982 - Automation of an ion chromatograph for precipitation analysis with computerized data reduction","interactions":[],"lastModifiedDate":"2017-10-03T10:15:54","indexId":"wri8178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-78","title":"Automation of an ion chromatograph for precipitation analysis with computerized data reduction","docAbstract":"Interconnection of an ion chromatograph, an autosampler, and a computing integrator to form an analytical system for simultaneous determination of fluoride, chloride, orthophosphate, bromide, nitrate, and sulfate in precipitation samples is described. Computer programs provided with the integrator are modified to implement ionchromatographic data reduction and data storage. The liquid-flow scheme for the ion chromatograph is changed by addition of a second suppressor column for greater analytical capacity. An additional vave enables selection of either suppressor column for analysis, as the other column is regenerated and stabilized with concentrated eluent.
Minimum limits of detection and quantitation for each anion are calculated; these limits are a function of suppressor exhaustion. Precision for replicate analyses of six precipitation samples for fluoride, chloride, orthophosphate, nitrate, and sulfate ranged from 0.003 to 0.027 milligrams per liter. To determine accuracy of results, the same samples were spiked with known concentrations of the above mentioned anions. Average recovery was 108 percent.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8178","usgsCitation":"Hedley, A.G., and Fishman, M., 1982, Automation of an ion chromatograph for precipitation analysis with computerized data reduction: U.S. Geological Survey Water-Resources Investigations Report 81-78, iv, 33 p., https://doi.org/10.3133/wri8178.","productDescription":"iv, 33 p.","numberOfPages":"41","costCenters":[],"links":[{"id":159000,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0078/report-thumb.jpg"},{"id":346293,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db668079","contributors":{"authors":[{"text":"Hedley, Arthur G.","contributorId":17876,"corporation":false,"usgs":true,"family":"Hedley","given":"Arthur","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":198429,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fishman, Marvin J.","contributorId":87110,"corporation":false,"usgs":true,"family":"Fishman","given":"Marvin J.","affiliations":[],"preferred":false,"id":198430,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29786,"text":"wri8173 - 1982 - A stormwater management model for the West Branch Brandywine Creek, Chester County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-06-09T11:25:16","indexId":"wri8173","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-73","title":"A stormwater management model for the West Branch Brandywine Creek, Chester County, Pennsylvania","docAbstract":"Three subbasins in the West Branch Brandywine Creek watershed were modeled by the Dawby, Schaake, and Alley distributed routing rainfall- runoff model. The Honeybrook subbasin could not be calibrated because of nonrepresentative rainfall data. The Coatesville subbasin was calibrated, but not verified; the average standard error of estimate is 34 percent for peak discharge. The Modena subbasin was calibrated and verified. Average error for peak discharge is 38 percent for calibration and 24 percent for verification.
\nPredictive simulations using selected storms were made to determine the effects of projected population and four proposed flood-control structures in the Coatesville and Modena subbasins. Simulation of projected population growth in both subbasins showed that runoff volumes would generally have a greater percentage increase for low-magnitude floods than for high-magnitude floods. Proposed flood-control structure PA-436D had the greatest reduction in peak discharge at West Branch Brandywine Creek at Coatesville when a large quantity of runoff entered the Coatesville subbasin from upstream. WA-2 had the greatest reduction in peak discharge when most of the runoff came from within the Coatesville subbasin. Although WA-2 and PA-430 will control about the same drainage area, WA-2 causes a greater reduction in peak discharge at Coatesville because PA-430 is to be located upstream from Rock Run Reservoir, which provides some flood- water storage. In the Modena subbasin, the simulated effect of proposed flood-control structure PA-428 showed that it would lower the peak discharge of Sucker Run at State Route 82 and either raise or have no effect on peak discharges at West Branch Brandywine Creek at Modena. Most simulations of the effects of proposed flood-control structures in the Coatesville subbasin on peak discharge at Modena showed a reduction in peak discharge.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8173","usgsCitation":"Sloto, R.A., 1982, A stormwater management model for the West Branch Brandywine Creek, Chester County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 81-73, v, 34 p., https://doi.org/10.3133/wri8173.","productDescription":"v, 34 p.","numberOfPages":"43","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":159723,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri8173.jpg"},{"id":310282,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0073/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","county":"Chester County","otherGeospatial":"Brandywine 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Ronald A. rasloto@usgs.gov","contributorId":424,"corporation":false,"usgs":true,"family":"Sloto","given":"Ronald","email":"rasloto@usgs.gov","middleInitial":"A.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":202122,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29812,"text":"wri824000 - 1982 - Ground-water appraisal of the Pine Bush area, Albany County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri824000","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4000","title":"Ground-water appraisal of the Pine Bush area, Albany County, New York","docAbstract":"The 32-square-mile central part of the Pine Bush was studied to determine the availability of ground water in the surficial sand and to assess the quality of the water, especially with respect to phosphorous, nitrogen, and chloride. The surficial sand is from 5 to 150 feet thick and has a hydraulic conductivity of 68 feet per day. Recharge is solely by precipitation. Depth to water is about 10 feet but ranges from 5 to 20 feet locally. The water table and total precipitation have been declining since 1979. A computer model was used to simulate drawdowns that would be produced by pumping the aquifer at various rates. Results indicate that a single well could yield from 150 to 600 gallons per minute, depending on hydraulic conductivity, which was simulated at 25, 50, and 100 feet per day, allowing a maximum drawdown of 80% of total saturated thickness. Ground water contained low phosphorous (maximum of 0.04 mg). (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824000","usgsCitation":"Snavely, D.S., 1982, Ground-water appraisal of the Pine Bush area, Albany County, New York: U.S. Geological Survey Water-Resources Investigations Report 82-4000, viii, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824000.","productDescription":"viii, 54 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":119750,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4000/report-thumb.jpg"},{"id":58613,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4000/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d3b9","contributors":{"authors":[{"text":"Snavely, D. S.","contributorId":103692,"corporation":false,"usgs":true,"family":"Snavely","given":"D.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":202171,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":42569,"text":"ofr82760 - 1982 - Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma","interactions":[],"lastModifiedDate":"2017-09-29T08:09:44","indexId":"ofr82760","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-760","title":"Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma","docAbstract":"During 1978, the U.S. Geological Survey began a 5-year study of the High Plains regional aquifer system to provide hydrologic information for evaluation of the effects of long-term development of the aquifer and to develop computer models for prediction of aquifer response to alternative changes in ground-water management (Weeks, 1978). This report is one of a series presenting hydrologic information of the High Plains aquifer in Oklahoma.\r\nThe 1980 saturated thickness of the High Plains regional aquifer in Oklahoma is shown for the eastern area (plate 1), consisting of Harper, Ellis, Woodward, Dewey, and Roger Mills Counties, and for the Panhandle area (plate 2), consisting of Cimarron, Texas, and Beaver Counties.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82760","usgsCitation":"Havens, J., 1982, Saturated thickness of the High Plains regional aquifer in 1980, northwestern Oklahoma: U.S. Geological Survey Open-File Report 82-760, 2 Plates: 24.15 x 35.67 inches and 46.57 x 17.35 inches, https://doi.org/10.3133/ofr82760.","productDescription":"2 Plates: 24.15 x 35.67 inches and 46.57 x 17.35 inches","costCenters":[],"links":[{"id":346202,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0760/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":346203,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0760/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":168758,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0760/report-thumb.jpg"}],"country":"United States","state":"Oklahoma","otherGeospatial":"High Plains Regional Aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -103.0023193359375,\n 36.99816565700228\n ],\n [\n -103.0078125,\n 36.49638952000399\n ],\n [\n -100.008544921875,\n 36.50963615733049\n ],\n [\n -99.99755859375,\n 35.38457160381764\n ],\n [\n -99.151611328125,\n 35.38457160381764\n ],\n [\n -99.151611328125,\n 37.00255267215955\n ],\n [\n -103.0023193359375,\n 36.99816565700228\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdbcc","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":226729,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29922,"text":"wri8155 - 1982 - Flow model of the Hudson River estuary from Albany to New Hamburg, New York","interactions":[],"lastModifiedDate":"2020-11-04T18:15:57.450538","indexId":"wri8155","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-55","title":"Flow model of the Hudson River estuary from Albany to New Hamburg, New York","docAbstract":"A one-dimensional transient-flow-simulation model was developed to represent a 76-mile reach of the tidal Hudson River between Albany and New Hamburg. In this reach, the direction of flow reverses four times daily as a result of tidal influence; this produces complex current patterns and retards the rate at which the river can flush out pollutants. In the model, the reach studied is treated as two subreaches to incorporate differences in channel conditions and to simplify model calibration.
This report includes all stage (water-level) and discharge data that were used to calibrate and verify the model and compares the model results with measured data. The model accurately simulated observed flows, but further calibration based upon additional flow measurements would improve simulation of the flow magnitude and phasing of the tide reversal under low-flow conditions. The model can be used to calculate instantaneous stage, velocity, and discharge for any location in the reach and can also be used to calculate net volume flux between tide reversals.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8155","collaboration":"Prepared in cooperation with New York State Department of Environmental Conservation, New York City Department of Environmental Protection","usgsCitation":"Stedfast, D.A., 1982, Flow model of the Hudson River estuary from Albany to New Hamburg, New York: U.S. Geological Survey Water-Resources Investigations Report 81-55, vi, 69 p., https://doi.org/10.3133/wri8155.","productDescription":"vi, 69 p.","costCenters":[],"links":[{"id":160275,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1981/0055/report-thumb.jpg"},{"id":380162,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0055/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New York","otherGeospatial":"Hudson River estuary","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74.15771484375,\n 40.53050177574321\n ],\n [\n -73.465576171875,\n 40.53050177574321\n ],\n [\n -73.465576171875,\n 42.73894375124377\n ],\n [\n -74.15771484375,\n 42.73894375124377\n ],\n [\n -74.15771484375,\n 40.53050177574321\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df30c","contributors":{"authors":[{"text":"Stedfast, David A.","contributorId":53429,"corporation":false,"usgs":true,"family":"Stedfast","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202363,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":42337,"text":"ofr82100 - 1982 - Altitude and configuration of the 1980 water table in the High Plains regional aquifer, northwestern Oklahoma","interactions":[],"lastModifiedDate":"2018-11-05T11:27:09","indexId":"ofr82100","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-100","title":"Altitude and configuration of the 1980 water table in the High Plains regional aquifer, northwestern Oklahoma","docAbstract":"The High Plains aquifer in Oklahoma is part of a regional aquifer system extending from South Dakota on the north through Wyoming, Colorado Nebraska Kansas, and Oklahoma to Texas and New Mexico on the south (index map) . The principal aquifer, the Ogallala Formation of Tertiary age, is hydraulically connected with other unconsolidated . deposits, principally of Quaternary age . Alluvium and terrace deposits in hydrologic continuity with the Qgallala are included in the High Plains aquifer in Oklahoma. Parts of the underlying bedrock also are hydraulically connected with the Ogallala. The High Plains aquifer in Oklahoma has been eroded on the west, exposing underlying rocks of Cretaceous age, and on the east, exposing rocks of Permian age.
During 1978, the U.S. Geological Survey began a 5-year study of the High Plains regional aquifer system to provide hydrologic information for evaluation of the effects of long-term development of the aquifer and to develop computer models for prediction of aquifer response to alternative changes in ground-water management (Weeks, 1978). This report is one of a series presenting hydrologic information of the High Plains aquifer in Oklahoma.
The altitude and configuration of the water table are shown for the eastern area, consisting of Harper, Ellis, Woodward, Dewey, and Roger Mills Counties (sheet 1), and for the Panhandle area, consisting of Cimarron, Texas, and Beaver Counties (sheet 2). Water levels were measured in January, February, and March 1980 by the Oklahoma Water Resources Board.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82100","usgsCitation":"Havens, J., 1982, Altitude and configuration of the 1980 water table in the High Plains regional aquifer, northwestern Oklahoma: U.S. Geological Survey Open-File Report 82-100, 2 maps: 24.34 x 35.54 inches and 46.69 x 18.13 inches, https://doi.org/10.3133/ofr82100.","productDescription":"2 maps: 24.34 x 35.54 inches and 46.69 x 18.13 inches","costCenters":[],"links":[{"id":135397,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0100/report-thumb.jpg"},{"id":359165,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0100/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359164,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0100/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oklahoma","otherGeospatial":"High Plains regional aquifer","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-100.9441,36.9988],[-100.6337,36.9986],[-100.1079,36.9983],[-100.0902,36.9983],[-100.0024,36.9985],[-100.0009,36.9985],[-99.5399,36.9998],[-99.4516,37],[-99.4423,36.9923],[-99.4371,36.9874],[-99.4364,36.9783],[-99.43,36.962],[-99.4253,36.9498],[-99.4132,36.9353],[-99.4051,36.929],[-99.397,36.9217],[-99.3947,36.9159],[-99.3935,36.91],[-99.3865,36.9055],[-99.3697,36.8815],[-99.3536,36.8711],[-99.3346,36.8657],[-99.3236,36.8599],[-99.3144,36.8608],[-99.3138,36.8594],[-99.3138,36.8572],[-99.3167,36.8549],[-99.3184,36.8535],[-99.3201,36.8508],[-99.3207,36.8485],[-99.3207,36.8435],[-99.3114,36.8291],[-99.2999,36.815],[-99.2958,36.8096],[-99.2878,36.806],[-99.2797,36.8019],[-99.2751,36.8001],[-99.2687,36.7938],[-99.2578,36.7893],[-99.2394,36.7898],[-99.2314,36.7898],[-99.2193,36.7875],[-99.209,36.7916],[-99.2038,36.7916],[-99.1911,36.7899],[-99.1705,36.7876],[-99.1572,36.7854],[-99.1475,36.7795],[-99.1377,36.7727],[-99.1302,36.7654],[-99.1239,36.7596],[-99.1147,36.7559],[-99.1089,36.7559],[-99.1043,36.7519],[-99.1032,36.7491],[-99.0968,36.7396],[-99.094,36.7328],[-99.0842,36.7242],[-99.0785,36.7201],[-99.0658,36.7161],[-99.0555,36.7047],[-99.0486,36.6984],[-99.0486,36.6893],[-99.0428,36.6775],[-99.0279,36.663],[-99.025,36.654],[-99.0222,36.6454],[-99.0141,36.639],[-99.0032,36.629],[-98.9918,36.6181],[-98.9729,36.6027],[-98.9593,36.5992],[-98.9604,36.507],[-98.9611,36.4779],[-98.9606,36.247],[-98.9562,36.2469],[-98.9565,36.1587],[-99.382,36.1645],[-99.3806,36.0719],[-99.3809,36.017],[-99.3808,35.8991],[-99.374,35.8991],[-99.3736,35.8111],[-99.3763,35.67],[-99.3751,35.5497],[-99.3751,35.5488],[-99.3627,35.5489],[-99.3631,35.508],[-99.5755,35.5085],[-99.576,35.42],[-100.0009,35.4223],[-100.0014,35.4558],[-100.0011,35.6197],[-100.001,35.64],[-100.0015,35.8008],[-100.0015,35.8782],[-100.0015,35.9478],[-100.002,36.0539],[-100.0025,36.1891],[-100.003,36.3134],[-100.0031,36.3348],[-100.0038,36.4998],[-100.1458,36.4998],[-100.3204,36.4999],[-100.5459,36.4994],[-100.7022,36.5],[-100.8939,36.4998],[-100.9524,36.4998],[-101.0908,36.5003],[-101.6255,36.5025],[-101.87,36.5034],[-102.1618,36.5004],[-103.0007,36.5013],[-103.0007,36.5905],[-103.0007,36.6732],[-103.0007,36.7643],[-103.0008,36.9341],[-103.0009,36.999],[-102.7973,36.9988],[-102.7859,36.9988],[-102.7808,36.9986],[-102.7016,36.9958],[-102.6943,36.9957],[-102.6757,36.9956],[-102.5627,36.9962],[-102.5372,36.9963],[-102.5034,36.9963],[-102.4775,36.9963],[-102.4577,36.9961],[-102.3931,36.9955],[-102.351,36.9951],[-102.3247,36.9948],[-102.0423,36.9922],[-102.0417,36.9922],[-102.0281,36.9925],[-101.9881,36.9925],[-101.918,36.9929],[-101.5552,36.9951],[-101.544,36.9952],[-101.2679,36.9967],[-101.0671,36.9978],[-100.9536,36.9988],[-100.9441,36.9988]]]},\"properties\":{\"name\":\"Beaver\",\"state\":\"OK\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686a3a","contributors":{"authors":[{"text":"Havens, John S.","contributorId":13949,"corporation":false,"usgs":true,"family":"Havens","given":"John S.","affiliations":[],"preferred":false,"id":226318,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27457,"text":"wri8244 - 1982 - Preliminary evaluation of the ground-water-flow system in the Twin Cities Metropolitan area, Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T11:43:11","indexId":"wri8244","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-44","title":"Preliminary evaluation of the ground-water-flow system in the Twin Cities Metropolitan area, Minnesota","docAbstract":"A preliminary quasi-three-dimensional finite-difference ground-water-flow model of the seven-county Twin Cities Metropolitan area was constructed and used to evaluate parameter sensitivity and adequacy of available data. Fourteen geologic units that underlie the study area were grouped into nine hydr,bgeologic units and were incorporated into a five-layer model. The layers in the simulation model include the Mount SimonHinckley, Ironton-Galesville, Prairie du Chien-Jordan, and St. Peter aquifers, and the drift.
\nSensitivity analyses were made for 19 parameter and boundary-condition specifications. Model results are -most sensitive to recharge and withdrawal rates and to hydrogeologic variations related to drift-filled bedrock valleys. Analyses of available data and results of steady-state simulations indicate that critical data needs for improving the simulation model include spatial and temporal variations in ground-water withdrawals and potentiometric levels, and hydraulic properties of drift filling or partly filling bedrock valleys.
\nAreal distribution of calcium, sodium, sulfate, and chloride concentrations were analyzed to provide information on the hydrologic and geochemical relationships between aquifers. Ground water is generally of the calcium magnesium bicarbonate type. Concentration of dissolved solids in water from the Jordan Sandstone and Mount Simon-Hinckley aquifer generally decreases from southwest to northeast across the study area. This decrease probably reflects differences in the quality of recharge water and geochemical processes within the aquifers, such as ion exchange.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri8244","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities, Minnesota Department of Natural Resources, Minnesota Geological Survey","usgsCitation":"Guswa, J.H., Siegel, D., and Gillies, D.C., 1982, Preliminary evaluation of the ground-water-flow system in the Twin Cities Metropolitan area, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 82-44, v, 65 p., https://doi.org/10.3133/wri8244.","productDescription":"v, 65 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":157946,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0044/report-thumb.jpg"},{"id":95634,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0044/report.pdf","size":"7263","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Twin Cites Metropolitan area","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-93.5093,45.4163],[-93.1289,45.4153],[-93.0186,45.4131],[-93.0188,45.2984],[-92.7894,45.297],[-92.7439,45.2963],[-92.7516,45.2935],[-92.7551,45.2927],[-92.7583,45.2904],[-92.7597,45.2872],[-92.7604,45.2845],[-92.7591,45.2794],[-92.7559,45.2739],[-92.7527,45.2694],[-92.7515,45.2657],[-92.7526,45.2626],[-92.7535,45.2584],[-92.7561,45.2541],[-92.7575,45.2502],[-92.7569,45.2443],[-92.7557,45.2397],[-92.7553,45.2356],[-92.7538,45.2305],[-92.7536,45.2276],[-92.7521,45.2236],[-92.752,45.2196],[-92.7527,45.2168],[-92.7546,45.2136],[-92.7573,45.2107],[-92.7603,45.2065],[-92.7619,45.2041],[-92.7632,45.2009],[-92.7637,45.1972],[-92.764,45.1895],[-92.7629,45.1853],[-92.7557,45.178],[-92.7522,45.1759],[-92.7493,45.173],[-92.748,45.1698],[-92.7472,45.1634],[-92.7483,45.1597],[-92.7475,45.1551],[-92.7473,45.1515],[-92.7484,45.1483],[-92.749,45.1419],[-92.7484,45.1373],[-92.7441,45.1264],[-92.7415,45.1172],[-92.7422,45.1135],[-92.7446,45.11],[-92.7467,45.1076],[-92.7513,45.1045],[-92.7591,45.0999],[-92.7624,45.0972],[-92.7803,45.0849],[-92.7847,45.083],[-92.7885,45.0806],[-92.7917,45.0791],[-92.795,45.0772],[-92.7982,45.0746],[-92.8001,45.0723],[-92.8019,45.0647],[-92.8016,45.0597],[-92.8005,45.0567],[-92.7984,45.0531],[-92.7952,45.0499],[-92.7926,45.0481],[-92.7881,45.0453],[-92.7837,45.0421],[-92.7745,45.0373],[-92.7707,45.0344],[-92.7683,45.0325],[-92.7645,45.0265],[-92.7639,45.0237],[-92.7639,45.0196],[-92.7682,45.0005],[-92.7694,44.9909],[-92.7686,44.9796],[-92.7646,44.9711],[-92.7547,44.9571],[-92.7527,44.9527],[-92.7523,44.9481],[-92.753,44.9369],[-92.7534,44.9237],[-92.7547,44.9159],[-92.7569,44.9105],[-92.7606,44.9068],[-92.7645,44.9046],[-92.767,44.9039],[-92.7707,44.9023],[-92.7729,44.901],[-92.775,44.8982],[-92.7738,44.8933],[-92.7689,44.8848],[-92.7632,44.8759],[-92.7628,44.8716],[-92.763,44.8671],[-92.7644,44.8622],[-92.7682,44.8554],[-92.7683,44.853],[-92.7671,44.8494],[-92.7652,44.8462],[-92.7646,44.8423],[-92.7644,44.8382],[-92.766,44.8308],[-92.7679,44.8265],[-92.7719,44.8211],[-92.7751,44.8161],[-92.7784,44.8125],[-92.7801,44.8095],[-92.781,44.8056],[-92.7823,44.8029],[-92.783,44.7966],[-92.7858,44.7893],[-92.7909,44.7842],[-92.7993,44.7765],[-92.802,44.7729],[-92.8046,44.7683],[-92.8059,44.7624],[-92.8073,44.7524],[-92.8061,44.7483],[-92.8054,44.7473],[-92.8022,44.7446],[-92.7901,44.7381],[-92.7805,44.7344],[-92.7722,44.7317],[-92.7658,44.7289],[-92.7569,44.7234],[-92.7536,44.7226],[-92.7471,44.7204],[-92.7415,44.7192],[-92.7339,44.7157],[-92.737,44.658],[-92.7386,44.6329],[-92.7957,44.6305],[-92.7915,44.5452],[-92.9165,44.5449],[-92.9179,44.5221],[-92.9218,44.518],[-92.9282,44.5158],[-92.9321,44.513],[-92.941,44.5149],[-92.9449,44.5131],[-92.9494,44.5104],[-92.9584,44.514],[-92.9634,44.5177],[-92.975,44.5159],[-92.9827,44.5173],[-92.991,44.5215],[-93.0057,44.5197],[-93.0121,44.5175],[-93.0166,44.5166],[-93.0275,44.5198],[-93.0301,44.5148],[-93.0346,44.5148],[-93.039,44.5171],[-93.0406,44.4729],[-93.2826,44.473],[-93.2798,44.546],[-93.5259,44.5466],[-93.9091,44.5446],[-93.9117,44.5492],[-93.9078,44.5528],[-93.9027,44.5524],[-93.9008,44.5492],[-93.8956,44.5483],[-93.8937,44.5515],[-93.8963,44.5561],[-93.9008,44.5606],[-93.8996,44.5647],[-93.8957,44.5675],[-93.8958,44.5711],[-93.8996,44.5743],[-93.8958,44.5775],[-93.8939,44.5807],[-93.8959,44.5871],[-93.8991,44.5903],[-93.8908,44.5962],[-93.8857,44.5967],[-93.8838,44.6012],[-93.878,44.6013],[-93.878,44.6077],[-93.8716,44.6063],[-93.8658,44.6063],[-93.8569,44.6168],[-93.8563,44.6218],[-93.8505,44.6219],[-93.8447,44.6201],[-93.8422,44.6233],[-93.8358,44.6242],[-93.8319,44.6251],[-93.8217,44.6297],[-93.8031,44.6366],[-93.7999,44.6361],[-93.7967,44.6343],[-93.7935,44.6311],[-93.7883,44.632],[-93.78,44.6362],[-93.7768,44.6385],[-93.7729,44.6366],[-93.7723,44.6325],[-93.7691,44.6312],[-93.7665,44.6362],[-93.7685,44.6417],[-93.7686,44.675],[-93.8887,44.6756],[-93.8902,44.7185],[-94.0104,44.719],[-94.0085,44.8947],[-94.0136,44.8951],[-94.0117,44.9796],[-93.7692,44.9789],[-93.7702,45.0734],[-93.7663,45.077],[-93.7631,45.0839],[-93.7534,45.0853],[-93.7399,45.0894],[-93.7341,45.0922],[-93.7322,45.0963],[-93.7257,45.1022],[-93.7225,45.11],[-93.72,45.1205],[-93.7155,45.1269],[-93.7019,45.1374],[-93.6852,45.1489],[-93.6793,45.1525],[-93.6716,45.1562],[-93.6574,45.1585],[-93.6554,45.1599],[-93.6529,45.1631],[-93.6503,45.169],[-93.6516,45.1841],[-93.6549,45.1905],[-93.6555,45.1969],[-93.6562,45.201],[-93.6471,45.2079],[-93.6387,45.2074],[-93.6361,45.206],[-93.6329,45.2056],[-93.6258,45.2092],[-93.6167,45.2115],[-93.6096,45.2111],[-93.6031,45.2111],[-93.5967,45.2134],[-93.5857,45.2189],[-93.5792,45.2189],[-93.5734,45.2202],[-93.5676,45.2225],[-93.5617,45.2289],[-93.554,45.2298],[-93.5462,45.2289],[-93.5371,45.2294],[-93.5332,45.2317],[-93.5197,45.2417],[-93.5158,45.2458],[-93.5138,45.2454],[-93.5093,45.4163]]]},\"properties\":{\"name\":\"Anoka\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c39c","contributors":{"authors":[{"text":"Guswa, John H.","contributorId":97881,"corporation":false,"usgs":true,"family":"Guswa","given":"John","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":198151,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Siegel, Donald I.","contributorId":97499,"corporation":false,"usgs":true,"family":"Siegel","given":"Donald I.","affiliations":[],"preferred":false,"id":198150,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gillies, Daniel C.","contributorId":39824,"corporation":false,"usgs":true,"family":"Gillies","given":"Daniel","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198149,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":36618,"text":"fwsobs82_10_12 - 1982 - Habitat Suitability Index Models: Common carp","interactions":[],"lastModifiedDate":"2022-02-15T14:29:21.252093","indexId":"fwsobs82_10_12","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.12","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Common carp","docAbstract":"The common carp (Cyprinus carpio) is a native of Asia. It is now found on every continent except Antarctica (Jester 1974) and in all 48 contiguous States (Sigler 1958). The northern limit to carp distribution appears to be the 18° C isotherm (Keleher 1956). The common carp hybridizes in nature with the goldfish (Carassius auratus) (Bardach et al. 1972; Smith 1979).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Edwards, E.A., and Twomey, K., 1982, Habitat Suitability Index Models: Common carp: FWS/OBS 82/10.12, v, 28 p.","productDescription":"v, 28 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161533,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649d6e","contributors":{"authors":[{"text":"Edwards, Elizabeth A.","contributorId":39421,"corporation":false,"usgs":true,"family":"Edwards","given":"Elizabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216659,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Twomey, Katie","contributorId":66749,"corporation":false,"usgs":true,"family":"Twomey","given":"Katie","email":"","affiliations":[],"preferred":false,"id":216660,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36619,"text":"fwsobs82_10_13 - 1982 - Habitat Suitability Index Models: Smallmouth buffalo","interactions":[],"lastModifiedDate":"2022-02-15T14:28:50.971525","indexId":"fwsobs82_10_13","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.13","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Smallmouth buffalo","docAbstract":"This is one of a series of publications that provide information on the habitat requirements of selected fish and wildlife species. Literature describing the relationship between habitat variables related to life requisites and habitat suitability for the Smallmouth buffalo (Ictiobus bubalus) are synthesized. These data are subsequently used to develop Habitat Suitability (HIS) models. The HSI models are designed to provide information that can be used in impact assessment and habitat management.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Edwards, E.A., and Twomey, K., 1982, Habitat Suitability Index Models: Smallmouth buffalo: FWS/OBS 82/10.13, v, 30 p.","productDescription":"v, 30 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161534,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64974e","contributors":{"authors":[{"text":"Edwards, Elizabeth A.","contributorId":39421,"corporation":false,"usgs":true,"family":"Edwards","given":"Elizabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216661,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Twomey, Katie","contributorId":66749,"corporation":false,"usgs":true,"family":"Twomey","given":"Katie","email":"","affiliations":[],"preferred":false,"id":216662,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26128,"text":"wri8231 - 1982 - Magnitude and frequency of floods from selected drainage basins in South Dakota","interactions":[],"lastModifiedDate":"2018-02-02T10:18:16","indexId":"wri8231","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-31","title":"Magnitude and frequency of floods from selected drainage basins in South Dakota","docAbstract":"The 2-, 5-, 10-, 25-, 50-, and 100-year floods are determined for gaged sites on 120 selected, small drainage basins in South Dakota. These estimates are from the frequency curves defined from the streamflow records. Short-term records for 66 sites were extended on the basis of long-term climatic records and a rainfall-runoff model. These frequency curves may provide the best estimates of floods at these gaged sites. Analyses of flood-frequency information from these gaged sites have been the basis for techniques (published previously) used in estimating flood magnitude and frequency at ungaged sites in South Dakota.
This report supplements flood-frequency information published earlier. It presents: Annual peak discharges colected during a 25-year period at 124 crest-stage partial-record stations; maximum observed and unit discharges determined for 124 crest-stage and 120 continuous-record gaging stations; updated flood-frequency curves for 120 crest-stage gages; a documentation of analytical procedures used; and a summary of the small-streams flood-peak data collection program in the State from 1955 to 1981. Maximum flood peaks determined at 244 partial- and continuous-record gaging stations and at 52 miscellaneous sites are compared with regional flood relationships.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8231","collaboration":"Prepared in cooperation with the South Dakota Department of Transportation, and the U.S. Department of Transportation, Federal Highway Administration","usgsCitation":"Becker, L.D., 1982, Magnitude and frequency of floods from selected drainage basins in South Dakota: U.S. Geological Survey Water-Resources Investigations Report 82-31, iv, 90 p., https://doi.org/10.3133/wri8231.","productDescription":"iv, 90 p.","costCenters":[],"links":[{"id":350955,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/0031/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158205,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/0031/report-thumb.jpg"}],"country":"United States","state":"South Dakota","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.051513671875,\n 45.94351068030587\n ],\n [\n -104.0625,\n 43.004647127794435\n ],\n [\n -98.536376953125,\n 42.98053954751642\n ],\n [\n -98.4814453125,\n 42.90816007196054\n ],\n [\n -98.382568359375,\n 42.87596410238256\n ],\n [\n -98.26171875,\n 42.84375132629021\n ],\n [\n -98.15185546874999,\n 42.80346172417078\n ],\n [\n -98.0419921875,\n 42.755079545072135\n ],\n [\n -97.943115234375,\n 42.73894375124377\n ],\n [\n -97.833251953125,\n 42.85985981506279\n ],\n [\n -97.569580078125,\n 42.867912483915305\n ],\n [\n -97.294921875,\n 42.867912483915305\n ],\n [\n -97.218017578125,\n 42.779275360241904\n ],\n [\n -97.119140625,\n 42.755079545072135\n ],\n [\n -96.9873046875,\n 42.73087427928485\n ],\n [\n -96.92138671875,\n 42.71473218539458\n ],\n [\n -96.83349609375,\n 42.69858589169842\n ],\n [\n -96.712646484375,\n 42.60970621339408\n ],\n [\n -96.65771484375,\n 42.53689200787315\n ],\n [\n -96.492919921875,\n 42.48019996901214\n ],\n [\n -96.383056640625,\n 42.39912215986002\n ],\n [\n -96.383056640625,\n 42.45588764197166\n ],\n [\n -96.427001953125,\n 42.5530802889558\n ],\n [\n -96.536865234375,\n 42.65820178455667\n ],\n [\n -96.536865234375,\n 42.8115217450979\n ],\n [\n -96.51489257812499,\n 42.956422511073335\n ],\n [\n -96.427001953125,\n 43.092960677116295\n ],\n [\n -96.50390625,\n 43.22118973298753\n ],\n [\n -96.52587890625,\n 43.30119623257966\n ],\n [\n -96.52587890625,\n 43.34116005412307\n ],\n [\n -96.591796875,\n 43.42100882994726\n ],\n [\n -96.43798828125,\n 43.492782808225\n ],\n [\n -96.448974609375,\n 45.27488643704891\n ],\n [\n -96.48193359375,\n 45.321254361171476\n ],\n [\n -96.558837890625,\n 45.390735154248894\n ],\n [\n -96.70166015624999,\n 45.42158812329091\n ],\n [\n -96.767578125,\n 45.52944081525666\n ],\n [\n -96.83349609375,\n 45.637087095718734\n ],\n [\n -96.734619140625,\n 45.66780526567164\n ],\n [\n -96.580810546875,\n 45.867062714815475\n ],\n [\n -96.56982421875,\n 45.92822950933618\n ],\n [\n -104.051513671875,\n 45.94351068030587\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64952c","contributors":{"authors":[{"text":"Becker, Lawrence D.","contributorId":83965,"corporation":false,"usgs":true,"family":"Becker","given":"Lawrence","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":195864,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":40705,"text":"ofr8294 - 1982 - Dissolved-solids concentration in water from the upper permeable zone of the Tertiary limestone aquifer system, southeastern United States","interactions":[],"lastModifiedDate":"2022-03-08T18:17:45.656866","indexId":"ofr8294","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-94","title":"Dissolved-solids concentration in water from the upper permeable zone of the Tertiary limestone aquifer system, southeastern United States","docAbstract":"The Tertiary limestone aquifer system of the southeastern United States is a thick sequence of carbonate rocks that range from Paleocene to Miocene in age and are hydraulically connected in varying degrees. The upper permeable zone of the aquifer system consists of the Tampa, Suwannee, Ocala, and Avon Park Limestones. Based on analyses of water samples from 591 selected wells, a map is presented which shows dissolved-solids concentration in ranges of 0-250, 251-500, 501-1,000, and greater than 1,000 mg/. Dissolved-solids concentrations and hydrochemical facies developed within the aquifer system are related to the predevelopment and modern-day ground-water flow system.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8294","usgsCitation":"Sprinkle, C.L., 1982, Dissolved-solids concentration in water from the upper permeable zone of the Tertiary limestone aquifer system, southeastern United States: U.S. Geological Survey Open-File Report 82-94, 1 Plate: 33.95 x 43.95 inches, https://doi.org/10.3133/ofr8294.","productDescription":"1 Plate: 33.95 x 43.95 inches","costCenters":[],"links":[{"id":396861,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0094/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":171543,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0094/report-thumb.jpg"}],"country":"United States","state":"Alabama, Florida, Georgia, South Carolina","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.44140625,\n 26.391869671769022\n ],\n [\n -81.298828125,\n 24.966140159912975\n ],\n [\n -80.68359375,\n 24.44714958973082\n ],\n [\n -79.4970703125,\n 25.12539261151203\n ],\n [\n -80.85937499999999,\n 32.43561304116276\n ],\n [\n -84.0673828125,\n 31.653381399664\n ],\n [\n -87.4951171875,\n 31.27855085894653\n ],\n [\n -82.44140625,\n 26.391869671769022\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a206","contributors":{"authors":[{"text":"Sprinkle, Craig L.","contributorId":41802,"corporation":false,"usgs":true,"family":"Sprinkle","given":"Craig","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":223820,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48796,"text":"ofr82702 - 1982 - A note on transients in the SRO and ASRO long-period data","interactions":[],"lastModifiedDate":"2018-07-17T11:04:14","indexId":"ofr82702","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-702","title":"A note on transients in the SRO and ASRO long-period data","docAbstract":"Data users have occasionally observed pulse-like transients in the long-period waveforms recorded at the Seismic Research Observatories (SRO) and at the Modified High-Gain Long-Period (ASRO) stations. In a recent paper, Dziewonski et al (1981) reported transients associated with earthquake signals record at some SRO stations, and the authors ascribed these transients to an unpredictable nonlinear system response. While some transients in the SRO and ASRO data are indeed generated by a nonlinear response (clipping), others are the result of linear processes. All event-associated transients are predictable in the sense that they are produced by large impulsive body-wave signals.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82702","usgsCitation":"Peterson, J., 1982, A note on transients in the SRO and ASRO long-period data: U.S. Geological Survey Open-File Report 82-702, 20 p., https://doi.org/10.3133/ofr82702.","productDescription":"20 p.","costCenters":[{"id":122,"text":"Albuquerque Seismological Laboratory","active":false,"usgs":true}],"links":[{"id":169707,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0702/coverthb.jpg"},{"id":9712,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0702/ofr82-702.pdf","text":"Report","size":"584 kB","linkFileType":{"id":1,"text":"pdf"},"description":"OFR 1982-0702"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd495ee4b0b290850ef1bd","contributors":{"authors":[{"text":"Peterson, Jon","contributorId":67522,"corporation":false,"usgs":true,"family":"Peterson","given":"Jon","affiliations":[],"preferred":false,"id":238275,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48794,"text":"ofr82292 - 1982 - Preliminary study of methods for upgrading USGS Antarctic seismological capability","interactions":[],"lastModifiedDate":"2018-07-23T10:26:25","indexId":"ofr82292","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-292","title":"Preliminary study of methods for upgrading USGS Antarctic seismological capability","docAbstract":"The purpose of this study is to evaluate potential methods for obtaining higher quality seismic data from Antarctica. Currently, USGS-sponsored WWSSN stations are located at Scott Base, Sanae Base, and at South Pole Station. Scott and Sanae Stations are located near the coast; data obtained from coastal installations are normally degraded by noise generated by ocean wave action on the coast. Operations at South Pole are rather difficult because of the severe environmental characteristics and the extended logistics which are required to provide supplies and operating personnel to its remote location. Short-period data quality from Pole Station has been moderately high with a short-period magnification of 100K at 1Hz.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82292","usgsCitation":"Holcomb, L.G., 1982, Preliminary study of methods for upgrading USGS Antarctic seismological capability: U.S. Geological Survey Open-File Report 82-292, 43 p., https://doi.org/10.3133/ofr82292.","productDescription":"43 p.","costCenters":[{"id":122,"text":"Albuquerque Seismological Laboratory","active":false,"usgs":true}],"links":[{"id":9710,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0292/ofr82-292.pdf","size":"2131","linkFileType":{"id":1,"text":"pdf"}},{"id":169705,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0292/coverthb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b07e4b07f02db69ade2","contributors":{"authors":[{"text":"Holcomb, L. Gary","contributorId":26308,"corporation":false,"usgs":true,"family":"Holcomb","given":"L.","email":"","middleInitial":"Gary","affiliations":[],"preferred":false,"id":238270,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}