The effects of three historical droughts on streamflows available for instream use on the lower Neosho River at Iola and Parsons, Kansas, were investigated. Natural streamflows that occurred during the three droughts were compared to the multiple-use and water-quality streamflows recommended by State agencies. A reservoir model was used to investigate the effects of John Redmond Reservoir on the natural streamflows. The regulated streamflow produced from the reservoir model then was compared to the multiple-use and water-quality streamflows. The regulated streamflows usually satisfied the multiple-use and water-quality streamflows more often than the natural streamflows. Frequency analysis made on the natural and regulated streamflows showed that the number of days of low flow (less than 30 cubic feet per second) were reduced by the regulated streamflows, which aided in the achievement of the multiple-use and water-quality streamflows goals. The reservoir model was used to determine if sufficient storage was available in John Redmond Reservoir to modify the natural streamflows in order to satisfy the multiple-use and water-quality streamflow recommendations. Additional storage of 15,400 acre-feet was estimated to be needed to maintain the multiple-use streamflows at Parsons.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844292","usgsCitation":"Hart, R.J., and Stiles, T.C., 1984, Availability of natural and regulated streamflows for instream uses during historical droughts, lower Neosho River, southeastern Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4292, vi, 42 p., https://doi.org/10.3133/wri844292.","productDescription":"vi, 42 p.","costCenters":[],"links":[{"id":411378,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36135.htm","linkFileType":{"id":5,"text":"html"}},{"id":56433,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4292/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124297,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4292/report-thumb.jpg"}],"country":"United States","state":"Kansas, Missouri","otherGeospatial":"lower Neosho River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -95.967,\n 38.428\n ],\n [\n -95.967,\n 37\n ],\n [\n -94.072,\n 37\n ],\n [\n -94.072,\n 38.428\n ],\n [\n -95.967,\n 38.428\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d833","contributors":{"authors":[{"text":"Hart, R. J.","contributorId":62607,"corporation":false,"usgs":true,"family":"Hart","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198342,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stiles, T. C.","contributorId":56690,"corporation":false,"usgs":true,"family":"Stiles","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198341,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29630,"text":"wri844151 - 1984 - Analysis of characteristics of simulated flows from small surface-mined and undisturbed Appalachian watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia","interactions":[],"lastModifiedDate":"2023-01-04T19:56:58.574112","indexId":"wri844151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4151","title":"Analysis of characteristics of simulated flows from small surface-mined and undisturbed Appalachian watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia","docAbstract":"Hydrologic and climatologic data were collected at 10 small, mined and unmined watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia. These data included continuous records of discharge, precipitation, and air temperature. Daily records of sediment concentrations and sediment discharges were also obtained and periodic observations of water-quality data taken. A compilation of all these data is presented. The observed climatic and hydrologic data from these basins were used to calibrate the U.S. Geological Survey Precipitation-Runoff Modeling System for each watershed. The calibrated models of each basin were then used with a set of nearby, long-term climatic data to simulate a long record of stream-flow. A 68-year record of daily streamflow and 57 years of annual peaks were simulated for each site. These simulated records were analyzed to obtain flood-frequency curves, flow-duration curves, mean-annual discharges, and the 7-day, 10-year low flow for each site. The flow characteristics computed from the simulated records of discharge were analyzed graphically and statistically by regression analysis to investigate the degree of relationship and to define the relationship between mining and runoff. For this sample of small basins, peak flows, discharges for 10- and 50-percent flow durations, and mean-annual flows are directly related to percent of drainage area disturbed (measured from aerial photos) and drainage area. Percent of drainage area disturbed is generally a more statistically significant estimator of discharge than drainage area, particularly for peak flows of higher recurrence intervals.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844151","usgsCitation":"Scott, A.G., 1984, Analysis of characteristics of simulated flows from small surface-mined and undisturbed Appalachian watersheds in the Tug Fork basin of Kentucky, Virginia, and West Virginia: U.S. Geological Survey Water-Resources Investigations Report 84-4151, v, 169 p., https://doi.org/10.3133/wri844151.","productDescription":"v, 169 p.","costCenters":[],"links":[{"id":411369,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36024.htm","linkFileType":{"id":5,"text":"html"}},{"id":58450,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4151/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123615,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4151/report-thumb.jpg"}],"country":"United States","state":"Kentucky, Virginia, West Virginia","otherGeospatial":"Tug Fork basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -81.3,\n 38.144\n ],\n [\n -82.667,\n 38.144\n ],\n [\n -82.667,\n 37.115\n ],\n [\n -81.3,\n 37.115\n ],\n [\n -81.3,\n 38.144\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680c60","contributors":{"authors":[{"text":"Scott, A. G.","contributorId":36552,"corporation":false,"usgs":true,"family":"Scott","given":"A.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201847,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27540,"text":"wri844295 - 1984 - Steady-state computer model of the water-table aquifer in the Mullica River basin, the Pine Barrens, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri844295","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4295","title":"Steady-state computer model of the water-table aquifer in the Mullica River basin, the Pine Barrens, New Jersey","docAbstract":"A two-dimensional steady-state model of the water-table aquifer of the Mullica River basin was made to evaluate the flow system and data required to simulate it. The Mullica River basin covers 570 sq mi and is drained by numerous shallow streams. The water-table aquifer consists of sand and gravel intermixed with clay and silt. The computer model is based on a finite-difference method with stream-seepage equations coupled to the groundwater equation. The model was applied to the approximately steady-state conditions of March 1979. Initial estimates of streambed hydraulic conductance and aquifer hydraulic conductivity were adjusted until model water level matched measured water level within 5 ft for 41 of 42 wells. Also, model streamflow was within 20 percent of measured streamflow at 12 of 15 sites. The 5,000-ft grid spacing should be adequate for a future predictive model. The natural flow system is adequately simulated by a two-dimensional model. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844295","usgsCitation":"Harbaugh, A., and Tilley, C., 1984, Steady-state computer model of the water-table aquifer in the Mullica River basin, the Pine Barrens, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 84-4295, v, 38 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844295.","productDescription":"v, 38 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158557,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4295/report-thumb.jpg"},{"id":56397,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4295/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b469a","contributors":{"authors":[{"text":"Harbaugh, A.W.","contributorId":15208,"corporation":false,"usgs":true,"family":"Harbaugh","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":198287,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tilley, C.L.","contributorId":93538,"corporation":false,"usgs":true,"family":"Tilley","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":198288,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27054,"text":"wri834182 - 1984 - Evaluation of future base-flow water-quality conditions in the Hillsborough River, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri834182","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4182","title":"Evaluation of future base-flow water-quality conditions in the Hillsborough River, Florida","docAbstract":"A one-dimensional, steady-state, water-quality model was developed for a 30.0 mile reach of the Hillsborough River to evaluate water-quality conditions to be expected from future development. The model was calibrated and verified using data collected under critical base-flow conditions in April and December 1978. Dissolved organic nitrogen, nitrate nitrogen, and total and fecal coliforms were modeled for most of the study reach. Model results were used to evaluate the impacts of two typical housing developments on water-quality conditions in Tampa Reservoir. One development is located in the Cypress Creek basin and the other near the upper end of the study reach. Model results show development in the Hillsborough River basin may cause increased total and fecal coliform conditions. Simulated total coliforms at the Tampa water treatment plant for 1-, 3-, and 5-square-mile developments located in the Cypress Creek basin were 3,000, 5,400, and 8,300 colonies per 100 milliliters. Similar developments, however, located near the upper end of the study reach were 2,000, 3,600, and 5,100 colonies per 100 milliliters. Simulated fecal coliforms were 360, 700, and 100 and 180, 350, and 510 colonies per 100 milliliters, respectively. Other constituents modeled showed only minor increases in concentrations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834182","usgsCitation":"Fernandez, M., Goetz, C.L., and Miller, J., 1984, Evaluation of future base-flow water-quality conditions in the Hillsborough River, Florida: U.S. Geological Survey Water-Resources Investigations Report 83-4182, iv, 47 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834182.","productDescription":"iv, 47 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124090,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4182/report-thumb.jpg"},{"id":55930,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4182/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fadd3","contributors":{"authors":[{"text":"Fernandez, Mario Jr.","contributorId":77155,"corporation":false,"usgs":true,"family":"Fernandez","given":"Mario","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":197480,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goetz, C. L.","contributorId":55845,"corporation":false,"usgs":true,"family":"Goetz","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197478,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, J.E.","contributorId":63058,"corporation":false,"usgs":true,"family":"Miller","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":197479,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27082,"text":"wri844014 - 1984 - A data-management system for use in ground-water modeling and resource evaluation","interactions":[],"lastModifiedDate":"2017-02-23T11:31:22","indexId":"wri844014","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4014","title":"A data-management system for use in ground-water modeling and resource evaluation","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844014","usgsCitation":"Fields, R.L., and Vetter, E.F., 1984, A data-management system for use in ground-water modeling and resource evaluation: U.S. Geological Survey Water-Resources Investigations Report 84-4014, 193 p. :ill. ;28 cm., https://doi.org/10.3133/wri844014.","productDescription":"193 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":55948,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4014/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119845,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4014/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af1fa","contributors":{"authors":[{"text":"Fields, Randall L.","contributorId":68696,"corporation":false,"usgs":true,"family":"Fields","given":"Randall","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":197524,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Vetter, Edward F.","contributorId":48602,"corporation":false,"usgs":false,"family":"Vetter","given":"Edward","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197525,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48896,"text":"ofr84431 - 1984 - Bedrock aquifers in the Denver basin, Colorado; a quantitative water-resources appraisal","interactions":[{"subject":{"id":48896,"text":"ofr84431 - 1984 - Bedrock aquifers in the Denver basin, Colorado; a quantitative water-resources appraisal","indexId":"ofr84431","publicationYear":"1984","noYear":false,"title":"Bedrock aquifers in the Denver basin, Colorado; a quantitative water-resources appraisal"},"predicate":"SUPERSEDED_BY","object":{"id":6355,"text":"pp1257 - 1987 - Bedrock aquifers in the Denver Basin, Colorado: A quantitative water-resources appraisal","indexId":"pp1257","publicationYear":"1987","noYear":false,"title":"Bedrock aquifers in the Denver Basin, Colorado: A quantitative water-resources appraisal"},"id":1}],"supersededBy":{"id":6355,"text":"pp1257 - 1987 - Bedrock aquifers in the Denver Basin, Colorado: A quantitative water-resources appraisal","indexId":"pp1257","publicationYear":"1987","noYear":false,"title":"Bedrock aquifers in the Denver Basin, Colorado: A quantitative water-resources appraisal"},"lastModifiedDate":"2018-11-06T14:41:30","indexId":"ofr84431","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-431","title":"Bedrock aquifers in the Denver basin, Colorado; a quantitative water-resources appraisal","docAbstract":"The Denver metropolitan area is experiencing a rapid population growth that is requiring increasing supplies of potable water to be pumped from bedrock aquifers in order to meet demand. In an effort to determine the ability of the aquifers to continue to meet this demand, the Colorado Department of Natural Resources, the Denver Board of Water Commissioners, and Adams, Arapahoe, Douglas, Elbert and El Paso Counties joined with the U.S. Geological Survey in undertaking a hydrologic evaluation of the ground-water resources of the basin. This involved mapping of aquifer extent, thickness, structure, hydraulic characteristics, and water-level and water-quality conditions. This enabled ground-water modeling techniques to be used to simulate aquifer response to various pumpage estimates and ground-water development plans.
The Laramie-Fox Hills aquifer (the deepest aquifer) underlies the 6,700-square-mile study area and is overlain by the more permeable Arapahoe aquifer, the Denver aquifer, and the Dawson aquifer, which crops out in the southern part of the study area. It is estimated that 260x106 acre-feet of recoverable ground water are in storage in these four bedrock aquifers. However, less than 0.1 percent of this volume of water is stored under confined conditions. The larger volume of water stored under unconfined conditions will be available for use only when the water levels in the confined aquifers decline below the top of the individual aquifer, allowing water-table conditions to develop.
Annual precipitation on the Denver basin supplies an average of 6,900 cubic feet per second of water to the area; about 55 cubic feet per second of this recharges the bedrock aquifers, principally through the Dawson Arkose. The direction of ground-water movement is generally from ground-water divides in the southern part of the area northward toward the margins of the aquifers. Pumpage has ranged from about 5 cubic feet per second in 1884 to about 41 cubic feet per second in 1978. Pumpage exceeds recharge in the metropolitan area and has caused water-level declines (1958-78) to exceed 200 feet in a 135-square-mile area of the Arapahoe aquifer southeast of Denver.
A quasi-three-dimensional finite-difference model of the aquifer system was constructed and calibrated under steady-state and transient-state conditions. Steady-state calibration indicated that lateral hydraulic conductivity within the aquifers is about 100,000 times larger than the vertical hydraulic conductivity between the aquifers. Transient-state calibration indicated that between 1958 and 1978, 374,000 acre-feet of water was pumped from the aquifers, producing a 90,000-acre-foot net decrease in the volume of water in storage in the aquifers. During this time, pumpage also changed the rates of interaquifer flow, induced additional recharge, and caused capture of natural discharge.
Three 1979-2050 pumpage estimates were made for use in simulating the effects of various ground-water development plans. Simulations using each of these pumpage estimates indicate that by the year 2050 large water-level declines could occur, particularly in the deeper aquifers. Maximum water-level declines of 410, 1,700, and 1,830 feet were produced using the small, medium, and large pumping rates.
Four plans for supplementing the Denver water supply include pumping a satellite well field, pumping a municipal well field, pumping to irrigate parks, and injecting water during periods of low demand for later use during periods of peak demand. Model simulation of these plans indicates that the satellite well field will yield twice as much water as the municipal well field, but will produce larger and more widespread water-level declines in the four aquifers. The municipal well field would not significantly affect water levels in the Dawson aquifer. Pumping the Arapahoe aquifer to supply irrigation water to selected parks was shown to produce only small water-level declines in the aquifer. Results of simulating injection-pumpage well fields at two locations indicate that simulated injection rates could range from 1.7 to 10 cubic feet per second, depending on the choice of site. The volume of water that could be stored in the bedrock aquifer is, thus, sensitive to the hydrologic characteristics of the chosen site. More study is needed to evaluate water-chemistry compatibility of native and injected water.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84431","usgsCitation":"Robson, S.G., 1984, Bedrock aquifers in the Denver basin, Colorado; a quantitative water-resources appraisal: U.S. Geological Survey Open-File Report 84-431, Report: vii, 111 p.; 5 Plates: 29.87 x 40.03 inches or smaller, https://doi.org/10.3133/ofr84431.","productDescription":"Report: vii, 111 p.; 5 Plates: 29.87 x 40.03 inches or smaller","costCenters":[],"links":[{"id":162405,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0431/report-thumb.jpg"},{"id":359231,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0431/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359232,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0431/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359233,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0431/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359234,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0431/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359235,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0431/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":359236,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0431/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","otherGeospatial":"Denver basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.32318115234375,\n 38.77978137804918\n ],\n [\n -103.68072509765625,\n 38.77978137804918\n ],\n [\n -103.68072509765625,\n 40.46157664398329\n ],\n [\n -105.32318115234375,\n 40.46157664398329\n ],\n [\n -105.32318115234375,\n 38.77978137804918\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63da50","contributors":{"authors":[{"text":"Robson, S. G.","contributorId":97102,"corporation":false,"usgs":true,"family":"Robson","given":"S.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":238534,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27434,"text":"wri844059 - 1984 - Computer model of one-dimensional equilibrium controlled sorption processes","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri844059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4059","title":"Computer model of one-dimensional equilibrium controlled sorption processes","docAbstract":"A numerical solution to the one-dimensional solute-transport equation with equilibrium-controlled sorption and a first-order irreversible-rate reaction is presented. The computer code is written in FORTRAN language, with a variety of options for input and output for user ease. Sorption reactions include Langmuir, Freundlich, and ion-exchange, with or without equal valance. General equations describing transport and reaction processes are solved by finite-difference methods, with nonlinearities accounted for by iteration. Complete documentation of the code, with examples, is included. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey :\r\nFor sale by U.S. Geological Survey, Western Distribution Branch, Open-file Services Section,","doi":"10.3133/wri844059","usgsCitation":"Grove, D., and Stollenwerk, K., 1984, Computer model of one-dimensional equilibrium controlled sorption processes: U.S. Geological Survey Water-Resources Investigations Report 84-4059, 58 p. :ill. ;28 cm., https://doi.org/10.3133/wri844059.","productDescription":"58 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":126422,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4059/report-thumb.jpg"},{"id":56297,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4059/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a7c51","contributors":{"authors":[{"text":"Grove, D.B.","contributorId":56689,"corporation":false,"usgs":true,"family":"Grove","given":"D.B.","email":"","affiliations":[],"preferred":false,"id":198113,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stollenwerk, K.G.","contributorId":71199,"corporation":false,"usgs":true,"family":"Stollenwerk","given":"K.G.","affiliations":[],"preferred":false,"id":198114,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27149,"text":"wri834125 - 1984 - Hydrogeology of a low-level radioactive-waste disposal site near Sheffield, Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:25","indexId":"wri834125","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4125","title":"Hydrogeology of a low-level radioactive-waste disposal site near Sheffield, Illinois","docAbstract":"The Sheffield low-level radioactive-waste facility is located on 20 acres of rolling terrain 3 miles southwest of Sheffield, Illinois. The shallow hydrogeologic system is composed of glacial sediments. Pennsylvania shale and mudstone bedrock isolate the regional aquifers below from the hydrogeologic system in the overlying glacial deposits. Pebbly sand underlies 67 percent of the site. Two ground-water flow paths were identified. The primary path conveys ground water from the site to the east through the pebbly-sand unit; a secondary path conveys ground water to the south and east through less permeable material. The pebbly-sand unit provides an underdrain that eliminates the risk of water rising into the trenches. Digital computer model results indicate that the pebbly-sand unit controls ground-water movement. Tritium found migrating in ground water in the southeast corner of the site travels approximately 25 feet per year. A group of water samples from wells which contained the highest tritium concentrations had specific conductivities, alkalinities, hardness, and chloride, sulfate, calcium, and magnesium contents higher than normal for local shallow ground water. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834125","usgsCitation":"Foster, J., Erickson, J., and Healy, R.W., 1984, Hydrogeology of a low-level radioactive-waste disposal site near Sheffield, Illinois: U.S. Geological Survey Water-Resources Investigations Report 83-4125, viii, 83 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834125.","productDescription":"viii, 83 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":2120,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://il.water.usgs.gov/pubsearch/reports.cgi/view?series=WRIR&number=83-4125","linkFileType":{"id":5,"text":"html"}},{"id":121965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4125/report-thumb.jpg"},{"id":56030,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4125/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db6246cc","contributors":{"authors":[{"text":"Foster, J.B.","contributorId":12040,"corporation":false,"usgs":true,"family":"Foster","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":197639,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Erickson, J.R.","contributorId":66689,"corporation":false,"usgs":true,"family":"Erickson","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":197640,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":197641,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27287,"text":"wri844327 - 1984 - Evaluation of the ground-water resources of parts of Lancaster and Berks Counties, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-05T10:30:37","indexId":"wri844327","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4327","title":"Evaluation of the ground-water resources of parts of Lancaster and Berks Counties, Pennsylvania","docAbstract":"Secondary openings in bedrock are the avenues for virtually all ground-water flow in a 626-sqare-mile area in Lancaster and Berks Counties, Pennsylvania. The number, size, and interconnection of secondary openings are functions of lithology, depth, and topography. Ground water actively circulates to depths of 150 to 300 feet below land surface. Total average annual ground-water recharge for the area is 388 million gallons per day, most of which discharges to streams from local, unconfined flow systems. \r\n\r\n A digital ground-water flow model was developed to simulate unconfined flow under several different recharge and withdrawal scenarios. On the basis of lithologic and hydrologic differences, the modeled area was sub-divided into 22 hydrogeologic units. A finite-difference grid with rectangular blocks, each 2,015 by 2,332 feet, was used. The model was calibrated under steady-state and transient conditions. The steady-state calibration was used to determine hydraulic conductivities and stream leakage coefficients and the transient calibration was used to determine specific yields. \r\n\r\n The 22 hydrogeologic units fall into four general lithologies: Carbonate rocks, metamorphic rocks, Paleozoic sedimentary rocks, and Triassic sedimentary rocks. Average hydraulic conductivity ranges from about 8.8 feet per day in carbonate units to about .5 feet per day in metamorphic units. The Stonehenge Formation (limestone) has the greatest average hydraulic conductivity--85.2 feet per day in carbonate units to about 0.11 feet per day in the greatest gaining-strem leakage coefficient--16.81 feet per day. Specific yield ranges from 0.06 to 0.09 in carbonate units, and is 0.02 to 0.015, and 0.012 in metamorphic, Paleozoic sedimentary, and Triassic sedimentary units, respectively. \r\n\r\n Transient simulations were made to determine the effects of four different combinations of natural and artificial stresses. Natural aquifer conditions (no ground-water withdrawals) and actual aquifer conditions (current ground-water withdrawals) were simulated for two years under normal seasonal and hypothetical drought (60-percent reduction in winter-spring recharge) conditions. \r\n\r\n In October, 6 months after the hypothetical drought, simulated declines in water-table altitude due to the drought occurred everywhere and ranged from a median of 3.6 feet in carbonate units to 8.7 feet in carbonate units. Simulated base flows for five major streams were reduced by 33 to 51 percent during the hypothetical drought. \r\n\r\n Also in October, maximum simulated declines in water-table altitude due to ground-water withdrawls ranged from 33 feet in carbonate units to 79 feet in Triassic sedimentary units. Simulated base flows for five major streams were reduced by the amount of ground water withdrawn. \r\n\r\n Finally, again in October, maximum simulated declines in water-table altitude due to the combination of hypothetical drought and ground-water withdrawls ranged from 38 feet in carbonate units to 109 feet in Triassic sedimentary units. Due to aquifer dewatering, simulated declines were as much as 24 feet greater than the sum of the separate simulated declines that were caused by hypothetical drought and ground-water withdrawals. Some of the greatest simulated declines were in well fields, operated by three municipalities that experienced water-supply problems during the 1980-81 drought.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844327","usgsCitation":"Gerhart, J.M., and Lazorchick, G., 1984, Evaluation of the ground-water resources of parts of Lancaster and Berks Counties, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 84-4327, vii, 136 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844327.","productDescription":"vii, 136 p. :ill., maps ;28 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":56170,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4327/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56169,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56165,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56166,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56167,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124691,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4327/report-thumb.jpg"},{"id":56168,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4327/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611ae6","contributors":{"authors":[{"text":"Gerhart, J. M.","contributorId":12855,"corporation":false,"usgs":true,"family":"Gerhart","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":197854,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lazorchick, G.J.","contributorId":100391,"corporation":false,"usgs":true,"family":"Lazorchick","given":"G.J.","affiliations":[],"preferred":false,"id":197855,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27159,"text":"wri844233 - 1984 - Magnitude and frequency of flood volumes for urban watersheds in Leon County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri844233","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4233","title":"Magnitude and frequency of flood volumes for urban watersheds in Leon County, Florida","docAbstract":"Techniques are provided for estimating runoff magnitudes for urban-flow streams in Leon County, Florida, for recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years. Synthetic runoff volumes were generated by using a calibrated lumped-parameter rainfall-runoff model, pan evaporation data from Milton, Florida, and long-term unit rainfall records from Thomasville-Coolidge, Georgia, and Pensacola, Florida. The synthetic runoff volumes were used to develop station runoff-frequency relations which were used in multiple linear regression analyses to derive regional equations relating runoff to basin characteristics. The significant basin characteristic was impervious area. The average standard error of regression was + or - 16 percent for all recurrence intervals except the 2-year, + or - 18 percent and the 500-year + or - 17 percent. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844233","usgsCitation":"Franklin, M., 1984, Magnitude and frequency of flood volumes for urban watersheds in Leon County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4233, iv, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844233.","productDescription":"iv, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123871,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4233/report-thumb.jpg"},{"id":56036,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4233/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6494f2","contributors":{"authors":[{"text":"Franklin, M.A.","contributorId":13631,"corporation":false,"usgs":true,"family":"Franklin","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":197662,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27160,"text":"wri844004 - 1984 - Magnitude and frequency of floods from urban streams in Leon County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri844004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4004","title":"Magnitude and frequency of floods from urban streams in Leon County, Florida","docAbstract":"Techniques are provided for estimating flood magnitudes for urban-flow streams in Leon County, Florida, for recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years. Synthetic flood peaks were generated by using a calibrated lumped-parameter rainfall-runoff model, pan evaporation data from Milton, Florida, and long-term unit rainfall records from Thomasville-Collidge, Georgia, and Pensacola, Florida. The flood peaks were used in multiple linear regression analyses to derive regional equations relating flood magnitude to basin characteristics. Significant basin characteristics were drainage area and impervious area. The average standard error of prediction ranged from + or - 32 percent for the 5-year recurrence interval to + or - 47 percent for the 500-year recurrence interval flood. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844004","usgsCitation":"Franklin, M., and Losey, G., 1984, Magnitude and frequency of floods from urban streams in Leon County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4004, iv, 37 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844004.","productDescription":"iv, 37 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":124176,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4004/report-thumb.jpg"},{"id":56037,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64952f","contributors":{"authors":[{"text":"Franklin, M.A.","contributorId":13631,"corporation":false,"usgs":true,"family":"Franklin","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":197664,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Losey, G.T.","contributorId":12522,"corporation":false,"usgs":true,"family":"Losey","given":"G.T.","email":"","affiliations":[],"preferred":false,"id":197663,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36444,"text":"fwsobs84_15 - 1984 - Instream water temperature model. Instream Flow Information Paper 16","interactions":[],"lastModifiedDate":"2012-02-02T00:09:38","indexId":"fwsobs84_15","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84/15","title":"Instream water temperature model. Instream Flow Information Paper 16","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Theurer, F.D., Voos, K.A., and Miller, W., 1984, Instream water temperature model. Instream Flow Information Paper 16: FWS/OBS 84/15, 1 v. (various pagings) : ill., maps; 28 cm.","productDescription":"1 v. (various pagings) : ill., maps; 28 cm.","costCenters":[],"links":[{"id":166569,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5eddef","contributors":{"authors":[{"text":"Theurer, Fred D.","contributorId":41699,"corporation":false,"usgs":true,"family":"Theurer","given":"Fred","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":216336,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Voos, Kenneth A.","contributorId":80962,"corporation":false,"usgs":true,"family":"Voos","given":"Kenneth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216337,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Miller, William J.","contributorId":18069,"corporation":false,"usgs":true,"family":"Miller","given":"William J.","affiliations":[],"preferred":false,"id":216335,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":36520,"text":"fwsobs82_10_76 - 1984 - Habitat Suitability Index Models: Pink shrimp","interactions":[],"lastModifiedDate":"2022-02-09T15:25:09.859126","indexId":"fwsobs82_10_76","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.76","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Pink shrimp","docAbstract":"Shrimp support the most valuable seafood industry in the United States (Roedel 1973; National Marine Fisheries Service 1983). The three most important commercial species are the white shrimp (Penaeus setiferus L.), brown shrimp (P. aztecus Ives), and pink shrimp (P. duorarum Burkenroad). Adult pink shdmp are caught \"in commercial quantities throughout most of the geographic ranqe of the species (L indner 1957), and juveni les support a sizable bait shrimp industry along the Florida coast and throughout the Gulf of Mexico (Saloman 1965).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Mulholland, R., 1984, Habitat Suitability Index Models: Pink shrimp: FWS/OBS 82/10.76, vi, 17 p.","productDescription":"vi, 17 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":167154,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6497bc","contributors":{"authors":[{"text":"Mulholland, Rosemarie","contributorId":8535,"corporation":false,"usgs":true,"family":"Mulholland","given":"Rosemarie","email":"","affiliations":[],"preferred":false,"id":216458,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36521,"text":"fwsobs82_10_79 - 1984 - Habitat Suitability Index Models and Instream Flow Suitability Curves: Redear sunfish","interactions":[],"lastModifiedDate":"2022-02-09T15:24:41.987631","indexId":"fwsobs82_10_79","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.79","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models and Instream Flow Suitability Curves: Redear sunfish","docAbstract":"The redear sunfish (Lepomis microlophus), commonly referred to as the shellcracker, is native from the Mississippi River in Missouri and southern Indiana to North Carolina, south through Florida, and west to eastern Texas (Cole 1951; Trautman 1957; Hubbs and Lagler 1964; Wilbur 1969; Pflieger 1975). The species has been successfully introduced into Arizona, California, and southern Michigan and stocked into new waters in Oklahoma,Missouri, Ohio, Indiana, and Illinois (Cole 1951; Beland 1953; Jenkins 1955; Trautman 1957; Lopinot 1961; Hubbs and Lagler 1964; Wilbur 1969).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Twomey, K.A., Gebhart, G., Maughan, O.E., and Nelson, P.C., 1984, Habitat Suitability Index Models and Instream Flow Suitability Curves: Redear sunfish: FWS/OBS 82/10.79, vi, 29 p.","productDescription":"vi, 29 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":167268,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649e66","contributors":{"authors":[{"text":"Twomey, Kathleen A.","contributorId":38629,"corporation":false,"usgs":true,"family":"Twomey","given":"Kathleen","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216459,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gebhart, Glen","contributorId":52237,"corporation":false,"usgs":true,"family":"Gebhart","given":"Glen","email":"","affiliations":[],"preferred":false,"id":216461,"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":216460,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Nelson, Patrick C.","contributorId":68799,"corporation":false,"usgs":true,"family":"Nelson","given":"Patrick","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":216462,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":36522,"text":"fwsobs82_10_80 - 1984 - Habitat Suitability Index Models and Instream Flow Suitability Curves: Paddlefish","interactions":[],"lastModifiedDate":"2022-02-09T15:24:14.15771","indexId":"fwsobs82_10_80","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.80","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models and Instream Flow Suitability Curves: Paddlefish","docAbstract":"The original range of the paddlefish was the Mississippi River drainage and adjacent Gul f Coast dra i nage. It was once found in some of the Great Lakes (Carlson and Bonislawsky 1981). The paddlefish is generally an inhabitant of large rivers, but it occurs in reservoirs and natural lakes connected to large rivers. Much of the original range has been reduced due to habitat alterations: (1) destruction of spawning areas; (2) blockage of movements by dams; (3) channelization and elimination of backwater areas; (4) dewatering of streams; and (5) pollution (Carlson and Bonislawsky 1981). Several States officially consider the paddlefish as rare or endangered (Miller 1972). An indexed bibliography of all known paddlefish work was prepared by Graham and Bonislawsky (1978) and recently updated to include more than 480 citations (Graham and Bonislawsky, in press).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Hubert, W.A., Anderson, S.H., Southall, P.D., and Crance, J.H., 1984, Habitat Suitability Index Models and Instream Flow Suitability Curves: Paddlefish: FWS/OBS 82/10.80, vi, 32 p.","productDescription":"vi, 32 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":167269,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649e5c","contributors":{"authors":[{"text":"Hubert, Wayne A.","contributorId":9325,"corporation":false,"usgs":true,"family":"Hubert","given":"Wayne","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216463,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, Stanley H.","contributorId":68361,"corporation":false,"usgs":true,"family":"Anderson","given":"Stanley","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":216466,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Southall, Peter D.","contributorId":39844,"corporation":false,"usgs":true,"family":"Southall","given":"Peter","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":216465,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Crance, Johnie H.","contributorId":9326,"corporation":false,"usgs":true,"family":"Crance","given":"Johnie","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":216464,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":36523,"text":"fwsobs82_10_81 - 1984 - Habitat Suitability Index Models: Blue Grouse","interactions":[],"lastModifiedDate":"2022-02-09T15:23:46.437155","indexId":"fwsobs82_10_81","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.81","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Blue Grouse","docAbstract":"A review and synthesis of existing information were used to develop a Habitat Suitability Index (HSI) model for the blue grouse (Dendragapus obscurus). The model consolidates habitat use information into a framework appropriate for field application, and is scaled to produce an index between 0.0 (unsuitable habitat) to 1.0 (optimum habitat). HSI models are designed to be used with Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Schroeder, R.L., 1984, Habitat Suitability Index Models: Blue Grouse: FWS/OBS 82/10.81, vi, 19 p.","productDescription":"vi, 19 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":167270,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649cbf","contributors":{"authors":[{"text":"Schroeder, Richard L.","contributorId":10368,"corporation":false,"usgs":true,"family":"Schroeder","given":"Richard","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":216467,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36524,"text":"fwsobs82_10_82 - 1984 - Habitat Suitability Index Models: Canvasback (breeding habitat)","interactions":[],"lastModifiedDate":"2022-02-09T15:23:23.504501","indexId":"fwsobs82_10_82","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.82","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Canvasback (breeding habitat)","docAbstract":"Canvasbacks (Aythya valisineria) breed from Alaska south to Montana and the Dakotas, with the highest breeding densities found in the parklands of Southcentral Canada (Bellrose 1976). Canvasbacks nest over water in a variety of wetland habitats, including large marshes, ponds, sloughs, and potholes. Their preferred breeding habitat is shallow prairie marshes, bordered by cattail (~ spp.), bulrush (Scirpus spp.), and similar emergent vegetation (Johnsgard 1975).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Schroeder, R.L., 1984, Habitat Suitability Index Models: Canvasback (breeding habitat): FWS/OBS 82/10.82, vi, 16 p.","productDescription":"vi, 16 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":167271,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649b99","contributors":{"authors":[{"text":"Schroeder, Richard L.","contributorId":10368,"corporation":false,"usgs":true,"family":"Schroeder","given":"Richard","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":216468,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36525,"text":"fwsobs82_10_84 - 1984 - Habitat Suitability Index Models: Lake trout (exclusive of the Great Lakes)","interactions":[],"lastModifiedDate":"2022-02-09T15:22:59.718121","indexId":"fwsobs82_10_84","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.84","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Lake trout (exclusive of the Great Lakes)","docAbstract":"The lake trout is an important commercial and sport fish in North America. In the Central Rocky Mountain regi on, 1ake trout are common ly referred to as \"mackinaw\". There is good evidence that lake trout should be called \"1 ake charr\" (Morton 1980). No subspecies of lake trout is presently recognized (Robins et al. 1980). The species, however, has extreme variability throughout its range, making it difficult to draw general conclusions about its biology (Martin and Olver 1980).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Marcus, M.D., Hubert, W.A., and Anderson, S.H., 1984, Habitat Suitability Index Models: Lake trout (exclusive of the Great Lakes): FWS/OBS 82/10.84, vi, 12 p.","productDescription":"vi, 12 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":167272,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649839","contributors":{"authors":[{"text":"Marcus, Michael D.","contributorId":47441,"corporation":false,"usgs":true,"family":"Marcus","given":"Michael","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":216470,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hubert, Wayne A.","contributorId":9325,"corporation":false,"usgs":true,"family":"Hubert","given":"Wayne","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216469,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Anderson, Stanley H.","contributorId":68361,"corporation":false,"usgs":true,"family":"Anderson","given":"Stanley","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":216471,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":36526,"text":"fwsobs82_10_85 - 1984 - Habitat Suitability Index Models and Instream Flow Suitability Curves: Inland stocks of striped bass","interactions":[],"lastModifiedDate":"2022-02-09T15:22:28.162891","indexId":"fwsobs82_10_85","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.85","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models and Instream Flow Suitability Curves: Inland stocks of striped bass","docAbstract":"The Habitat Suitability Index (HSI) models and instream flow Suitability Index (SI) presented in this publication aid in identifying important variables that determine the quality of striped bass habitat. Facts, ideas, and opinions obtained from published and unpublished reports, a Delphi panel of 18 striped bass experts/authorities, and the Striped Bass Committee, Southern Division, American Fisheries Society, are synthesized and presented in a format that can be used for habitat impact assessment and development of management alternatives.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Crance, J.H., 1984, Habitat Suitability Index Models and Instream Flow Suitability Curves: Inland stocks of striped bass: FWS/OBS 82/10.85, viii, 63 p.","productDescription":"viii, 63 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":167273,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649eec","contributors":{"authors":[{"text":"Crance, Johnie H.","contributorId":9326,"corporation":false,"usgs":true,"family":"Crance","given":"Johnie","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":216472,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36534,"text":"fwsobs82_10_70 - 1984 - Habitat Suitability Index Models: The Arizona guild and layers of habitat models","interactions":[],"lastModifiedDate":"2022-02-09T15:22:03.090106","indexId":"fwsobs82_10_70","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.70","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: The Arizona guild and layers of habitat models","docAbstract":"This document is part of the Habitat Suitability Index Models Series, which provides habitat information useful for impact assessment and habitat management. Both of the models described in this report are based on the significant association of Wildlife species with vegetation structure. The models compare the structure in the study area with the vegetation structure that could potentially occur in thtat study area following land use changes or disturbance. These models provide a low resolution assessment of habitat structure relevant early in the land-use planning process.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Short, H.L., 1984, Habitat Suitability Index Models: The Arizona guild and layers of habitat models: FWS/OBS 82/10.70, viii, 37 p.","productDescription":"viii, 37 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":166087,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649751","contributors":{"authors":[{"text":"Short, Henry L.","contributorId":58695,"corporation":false,"usgs":true,"family":"Short","given":"Henry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":216486,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36535,"text":"fwsobs82_10_71 - 1984 - Habitat Suitability Index models and Instream Flow Suitability curves: brown trout","interactions":[],"lastModifiedDate":"2012-02-02T00:09:37","indexId":"fwsobs82_10_71","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.71","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index models and Instream Flow Suitability curves: brown trout","language":"ENGLISH","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Raleigh, R.F., Zuckerman, L.D., and Nelson, P.C., 1984, Habitat Suitability Index models and Instream Flow Suitability curves: brown trout (Revised September 1986, Biological Report 82(10.124)): FWS/OBS 82/10.71, viii, 70 p. : ill.; 28 cm.","productDescription":"viii, 70 p. : ill.; 28 cm.","costCenters":[],"links":[{"id":166088,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"edition":"Revised September 1986, Biological Report 82(10.124)","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6496f1","contributors":{"authors":[{"text":"Raleigh, Robert F.","contributorId":49841,"corporation":false,"usgs":true,"family":"Raleigh","given":"Robert","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":216487,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zuckerman, Laurence D.","contributorId":56751,"corporation":false,"usgs":true,"family":"Zuckerman","given":"Laurence","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":216488,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nelson, Patrick C.","contributorId":68799,"corporation":false,"usgs":true,"family":"Nelson","given":"Patrick","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":216489,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":36536,"text":"fwsobs82_10_72 - 1984 - Habitat Suitability Index Models and Instream Flow Suitability Curves: Spotted bass","interactions":[],"lastModifiedDate":"2016-09-16T11:08:00","indexId":"fwsobs82_10_72","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.72","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models and Instream Flow Suitability Curves: Spotted bass","docAbstract":"The Habitat Suitability Index (HSI) models presented in this publication aid in identifying habitat variable important to the growth and survival of spotted bass (Micropterus punctulatus). Facts, ideas, and concepts obtained from the research literature and expert reviews are synthesized and presented in a format that can be used for impact assessment. The models are hypotheses of species-habitat relationships, and model users should recognize that the degree of veracity of the HSI model, SI graphs, and assumptions will vary according to geographical area and the extent of the data base for individual variables.\r\n\r\nA brief discussion of selected Suitability Index (SI) curves as used in the Instream Flow Incremental Methodology (IFIM), and a discussion of SI curves available for the IFIM analysis of Spotted bass habitat are also included.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"McMahon, T., Gebhart, G., Maughan, O.E., and Nelson, P.C., 1984, Habitat Suitability Index Models and Instream Flow Suitability Curves: Spotted bass: FWS/OBS 82/10.72, vi, 41 p.","productDescription":"vi, 41 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":166089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":8299,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://archive.usgs.gov/archive/sites/www.nwrc.usgs.gov/wdb/pub/hsi/hsi-072.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db641e55","contributors":{"authors":[{"text":"McMahon, Thomas E.","contributorId":93548,"corporation":false,"usgs":true,"family":"McMahon","given":"Thomas E.","affiliations":[],"preferred":false,"id":216493,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gebhart, Glen","contributorId":52237,"corporation":false,"usgs":true,"family":"Gebhart","given":"Glen","email":"","affiliations":[],"preferred":false,"id":216491,"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":216490,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Nelson, Patrick C.","contributorId":68799,"corporation":false,"usgs":true,"family":"Nelson","given":"Patrick","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":216492,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":36537,"text":"fwsobs82_10_74 - 1984 - Habitat Suitability Index Models: Larval and juvenile red drum","interactions":[],"lastModifiedDate":"2022-02-09T15:21:08.728846","indexId":"fwsobs82_10_74","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.74","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Larval and juvenile red drum","docAbstract":"A review and synthesis of existing information were used to develop a habitat model for larval and juvenile red drum. The model is scaled to produce an index of habitat suitability between 0 (unsuitable habitat) and 1 (optimally suitable habitat) for estuarine areas along the Gulf of Mexico and Atlantic coasts. Habitat suitability indices are designed for use with habitat evaluation procedures developed by the U.S. Fish and Wildlife Service. Guidelines for model application and techniques for estimating model variables are provided.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Buckley, J., 1984, Habitat Suitability Index Models: Larval and juvenile red drum: FWS/OBS 82/10.74, vi, 15 p.","productDescription":"vi, 15 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":166202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64987a","contributors":{"authors":[{"text":"Buckley, Jack","contributorId":86402,"corporation":false,"usgs":true,"family":"Buckley","given":"Jack","email":"","affiliations":[],"preferred":false,"id":216494,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36538,"text":"fwsobs82_10_75 - 1984 - Habitat Suitability Index Models: Spotted seatrout","interactions":[],"lastModifiedDate":"2022-02-09T15:20:37.161233","indexId":"fwsobs82_10_75","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82/10.75","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Spotted seatrout","docAbstract":"The estuarine spotted seatrout, a primarily estuarine species, is one of the most important sport and commercial fishes in coastal Gulf of Mexico waters (Arnold et a1. 1976). Spotted seatrout rank second by weight in catches by U.S. saltwater sport fishermen (National Marine Fisheries Services 1981) .
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Kostecki, P.T., 1984, Habitat Suitability Index Models: Spotted seatrout: FWS/OBS 82/10.75, vi, 22 p.","productDescription":"vi, 22 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":166203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649743","contributors":{"authors":[{"text":"Kostecki, Paul T.","contributorId":55060,"corporation":false,"usgs":true,"family":"Kostecki","given":"Paul","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":216495,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}