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A method for simulating these flood hydrographs at ungaged sites in Georgia is presented in this report.</p><p>The O'Donnell method was used to compute unit hydrographs and lagtimes for 355 floods at 80 gaging stations. An average unit hydrograph and an average lagtime were computed for each station. These average unit hydrographs were transformed to unit hydrographs having durations of one-fourth, one-third, one-half, and three-fourths lagtime, then reduced to dimensionless terms by dividing the time by lagtime and the discharge by peak discharge. Hydrographs were simulated for these 355 floods and their widths were compared with the widths of the observed hydrographs at 50 and 75 percent of peak flow. The dimensionless hydrograph based on one-half lagtime duration provided the best fit of the observed data.</p><p>Multiple-regression analysis was then used to define relations between lagtime and certain physical basin characteristics, of which drainage area and slope were found to be significant for the rural-stream equations, and drainage area, slope, and impervious area were found to be significant for the Atlanta urban-stream equation.</p><p>A hydrograph can be simulated from the dimensionless hydrograph, the peak discharge of a specific recurrence interval, and the lagtime obtained from regression equations for any site with less than a 500 square mile drainage area in Georgia.</p><p>For simulating hydrographs at sites with basins larger than 500 square miles, the U.S. Geological Survey computer model CONROUT can be used. This model routes streamflow from an upstream channel location to a user-defined location downstream. The product of CONROUT is a simulated discharge hydrograph for the downstream site, which has a peak discharge of a specific recurrence interval. The diffusion-analogy routing method with single linearization was used in this study.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864004","collaboration":"Prepared in cooperation with the State of Georgia Department of Transportation","usgsCitation":"Inman, E.J., 1986, Simulation of flood hydrographs for Georgia streams: U.S. Geological Survey Water-Resources Investigations Report 86-4004, v, 41 p., https://doi.org/10.3133/wri864004.","productDescription":"v, 41 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158702,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4004/report-thumb.jpg"},{"id":396193,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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,{"id":28627,"text":"wri844221 - 1986 - Ground-water availability and water quality at Southbury and Woodbury, Connecticut","interactions":[],"lastModifiedDate":"2012-02-02T00:08:47","indexId":"wri844221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4221","title":"Ground-water availability and water quality at Southbury and Woodbury, Connecticut","docAbstract":"Increases in population and commercial and industrial development during the past 20 years have increased the demand for water in the Towns of Southbury and Woodbury, Connecticut. The stratified-drift aquifer, underlying much of the Pomperaug River valley, is the most practical source for additional large supplies. The yield of the aquifer was evaluated with a two-dimensional, digital flow model. The model was constructed with hydrologic data from previous studies, and test boring logs , seismic profiles, water-level measurements, and other information collected during the present study. Simulations made with the calibrated model indicate that, with no pumpage, groundwater levels in the aquifer will fall about 4.6 ft below average during low-recharge (least-favorable) periods, and rise about 0.6 ft above average during high-recharge (most-favorable) periods. Simulated withdrawals from 10 wells indicate that from 5.0 to 8.8 million gallons/day are available as total recharge rates range from 21.4 to 36.1 inches/year. If these pumpages were consumed or exported from the basin, estimated average flow reductions of the Pomperaug River would range from 7.7 to 12.9 cu ft/sec. The quality of the water from the stratified-drift aquifer is generally excellent in most areas and meets State drinking-water standards. Chemical analyses of groundwater from 11 wells in the Middle Quarter area of Woodbury indicate that organohalide compounds are present. A maximum trichloroethane concentration of 260 micrograms/L has been reported and groundwater in the area is presently being monitored for organohalides. The water meets standards established by the State. Surface water samples collected at 7 sites in the study area meet the Connecticut drinking water standards for all constituents except coliform bacteria. Complete conventional treatment of surface water from some wells will be required to meet State drinking water standards relative to coliforms. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844221","usgsCitation":"Mazzaferro, D., 1986, Ground-water availability and water quality at Southbury and Woodbury, Connecticut: U.S. Geological Survey Water-Resources Investigations Report 84-4221, viii, 105 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844221.","productDescription":"viii, 105 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124034,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4221/report-thumb.jpg"},{"id":57461,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4221/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57462,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4221/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57463,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4221/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57464,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4221/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57465,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4221/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57466,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4221/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57467,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4221/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b09e4b07f02db69c050","contributors":{"authors":[{"text":"Mazzaferro, D. L.","contributorId":75579,"corporation":false,"usgs":true,"family":"Mazzaferro","given":"D. L.","affiliations":[],"preferred":false,"id":200139,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26298,"text":"wri854227 - 1986 - Benthic invertebrate population characteristics as affected by water quality in coal-bearing regions of Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:17","indexId":"wri854227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4227","title":"Benthic invertebrate population characteristics as affected by water quality in coal-bearing regions of Tennessee","docAbstract":"Benthic invertebrate and water quality data collected during previous U.S. Geological Survey studies to provide background hydrologic information on streams draining Tennessee coal reserves, were evaluated to identify possible relations between stream biota and water quality. Linear regressions produced low correlation coefficients relating the number of taxa/sample, total number of organisms/sample, sample diversity, and percentage composition of selected orders of invertebrates, with average water quality parameter values available at sampling stations (r is &lt; 0.62 at p=0.05). Analyses of these data by linear regressions explained little of the variability in benthic invertebrate samples primarily because the distributions of benthic organisms along environmental gradients are nonlinear. Variability in substrate characteristics in the study area and seasonal insect emergence patterns also complicated interpretation of these data. However, analysis of variance tests did indicate significant trends towards reduced number of taxa, number of organisms, and sample diversity at stations with relatively poor water quality conditions. Decreasing percentage composition of Ephemeroptera was generally accompanied by an increase in percent Diptera at stations with higher water quality constituent concentrations and acidic pH ( &gt; than 0.6 units). These trends indicate significant differences in benthic communities at sites with evidence of more severe land use impacts. Additional data on benthic invertebrates, water quality , and physical habitat conditions, along with analyses of data using multivariate statistical methods are needed to define ecological relations between specific groups of invertebrates and environmental conditions. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854227","usgsCitation":"Bradfield, A., 1986, Benthic invertebrate population characteristics as affected by water quality in coal-bearing regions of Tennessee: U.S. Geological Survey Water-Resources Investigations Report 85-4227, iii, 19 p. :map ;28 cm., https://doi.org/10.3133/wri854227.","productDescription":"iii, 19 p. :map ;28 cm.","costCenters":[],"links":[{"id":1996,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.water.usgs.gov/wri85-4227","linkFileType":{"id":5,"text":"html"}},{"id":123389,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_85_4227.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b51e","contributors":{"authors":[{"text":"Bradfield, A.D.","contributorId":25927,"corporation":false,"usgs":true,"family":"Bradfield","given":"A.D.","affiliations":[],"preferred":false,"id":196135,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26631,"text":"wri864005 - 1986 - Estimating magnitude and frequency of floods for Wisconsin urban streams","interactions":[],"lastModifiedDate":"2025-01-08T22:05:39.04495","indexId":"wri864005","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4005","title":"Estimating magnitude and frequency of floods for Wisconsin urban streams","docAbstract":"<p>Equations for estimating magnitude and frequency of floods for Wisconsin streams with drainage basins containing various amounts of existing or projected urban development were developed by flood-frequency and multiple-regression analyses.</p>\n<p>Multiple-regression techniques were used to develop equations for estimating flood frequencies at ungaged urban sites. The flood-frequency equations are based on data from 32 urban gaging stations, including 19 crest-stage gages and 13 rainfall-runoff gaging stations. Significant characteristics in the equations are drainage area and impervious area. Standard errors of estimate for the regression equations ranged from 32%-39%. Separate equations were developed for Milwaukee County. The USGS Distributed Routing Rainfall-Runoff Model-Version II was used to extend records by synthesis for the 13 rainfall-runoff urban stations. (Author 's abstract)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864005","collaboration":"Prepared in cooperation with the Wisconsin Department of Transportation, Southeastern Wisconsin Regional Planning Commission, and Milwaukee Metropolitan Sewage Commission","usgsCitation":"Conger, D., 1986, Estimating magnitude and frequency of floods for Wisconsin urban streams: U.S. Geological Survey Water-Resources Investigations Report 86-4005, iv, 18 p., https://doi.org/10.3133/wri864005.","productDescription":"iv, 18 p.","numberOfPages":"25","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":118993,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4005/report-thumb.jpg"},{"id":55503,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4005/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":465914,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36471.htm","text":"Madison, WI","linkFileType":{"id":5,"text":"html"}},{"id":465915,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36472.htm","text":"Janesville, WI","linkFileType":{"id":5,"text":"html"}},{"id":465916,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36473.htm","text":"Green Bay, WI","linkFileType":{"id":5,"text":"html"}},{"id":465917,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36474.htm","text":"Milwaukee, WI","linkFileType":{"id":5,"text":"html"}},{"id":465918,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36475.htm","text":"Superior, WI","linkFileType":{"id":5,"text":"html"}},{"id":465919,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36476.htm","text":"Wausau, WI","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Wisconsin","city":"Green Bay, Janesville, Madison, Milwaukee, Superior, Wausau","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.187255859375,\n              42.827638636242284\n            ],\n            [\n              -88.187255859375,\n       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D.H.","contributorId":104102,"corporation":false,"usgs":true,"family":"Conger","given":"D.H.","email":"","affiliations":[],"preferred":false,"id":196742,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29702,"text":"wri864197 - 1986 - Estimating peak discharges, flood volumes, and hydrograph shapes of small ungaged urban streams in Ohio","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri864197","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4197","title":"Estimating peak discharges, flood volumes, and hydrograph shapes of small ungaged urban streams in Ohio","docAbstract":"Methods are presented for estimating peak discharges, flood volumes and hydrograph shapes of small (less than 5 sq mi) urban streams in Ohio. Examples of how to use the various regression equations and estimating techniques also are presented. Multiple-regression equations were developed for estimating peak discharges having recurrence intervals of 2, 5, 10, 25, 50, and 100 years. The significant independent variables affecting peak discharge are drainage area, main-channel slope, average basin-elevation index, and basin-development factor. Standard errors of regression and prediction for the peak discharge equations range from +/-37% to +/-41%. An equation also was developed to estimate the flood volume of a given peak discharge. Peak discharge, drainage area, main-channel slope, and basin-development factor were found to be the significant independent variables affecting flood volumes for given peak discharges. The standard error of regression for the volume equation is +/-52%. A technique is described for estimating the shape of a runoff hydrograph by applying a specific peak discharge and the estimated lagtime to a dimensionless hydrograph. An equation for estimating the lagtime of a basin was developed. Two variables--main-channel length divided by the square root of the main-channel slope and basin-development factor--have a significant effect on basin lagtime. The standard error of regression for the lagtime equation is +/-48%. The data base for the study was established by collecting rainfall-runoff data at 30 basins distributed throughout several metropolitan areas of Ohio. Five to eight years of data were collected at a 5-min record interval. The USGS rainfall-runoff model A634 was calibrated for each site. The calibrated models were used in conjunction with long-term rainfall records to generate a long-term streamflow record for each site. Each annual peak-discharge record was fitted to a Log-Pearson Type III frequency curve. Multiple-regression techniques were then used to analyze the peak discharge data as a function of the basin characteristics of the 30 sites. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864197","usgsCitation":"Sherwood, J.M., 1986, Estimating peak discharges, flood volumes, and hydrograph shapes of small ungaged urban streams in Ohio: U.S. Geological Survey Water-Resources Investigations Report 86-4197, viii, 52 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864197.","productDescription":"viii, 52 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123774,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4197/report-thumb.jpg"},{"id":58521,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4197/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a451","contributors":{"authors":[{"text":"Sherwood, J. M.","contributorId":83554,"corporation":false,"usgs":true,"family":"Sherwood","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201976,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28552,"text":"wri864020 - 1986 - Hydraulic properties of rock units and chemical quality of water for INEL-1 — A 10,365-foot deep test hole drilled at the Idaho National Engineering Laboratory, Idaho","interactions":[],"lastModifiedDate":"2022-01-07T22:11:01.70944","indexId":"wri864020","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4020","title":"Hydraulic properties of rock units and chemical quality of water for INEL-1 — A 10,365-foot deep test hole drilled at the Idaho National Engineering Laboratory, Idaho","docAbstract":"A 10,365-ft deep test hole drilled at the INEL (Idaho National Engineering Laboratory) in southeastern Idaho provided hydraulic information for rock units underlying the Snake River Plain aquifer. Four aquifer tests showed that the hydraulic conductivity decreased with depth--from an average of 0.03 ft/day for the interval from 1,511 to 2,206 ft below land surface to an average of 0.002 ft/day for the interval from 4 ,210 to 10,365 ft. In contrast the hydraulic conductivity of the Snake River Plain aquifer ranges from 1 to 100 ft/day. The hydraulic head increased with depth; the head at depth was about 115 ft greater than that for the Snake River Plain aquifer. Water temperature in the test hole increased from 26 C at 600 ft below land surface to 146 C at 9,985 ft. The gradient was nearly linear and averaged about 1.3 C/100 ft of depth. Water from the Snake River Plain aquifer contained 381 mg/L of dissolved solids and had a calcium bicarbonate chemical composition. The dissolved solids concentration in underlying rock units ranged from 350 to 1,020 mg/L and the water had a sodium bicarbonate composition. Hydrologic data for the test hole suggest that the effective base of the Snake River Plain aquifer near the test hole is between 840 and 1,220 ft below land surface. The upward vertical movement of water into the Snake River Plain aquifer from underlying rock units could be on the order of 15,000 acre-ft/year at INEL. (Author 's abstract)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864020","usgsCitation":"Mann, L., 1986, Hydraulic properties of rock units and chemical quality of water for INEL-1 — A 10,365-foot deep test hole drilled at the Idaho National Engineering Laboratory, Idaho: U.S. Geological Survey Water-Resources Investigations Report 86-4020, iv, 23 p., https://doi.org/10.3133/wri864020.","productDescription":"iv, 23 p.","costCenters":[],"links":[{"id":394075,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49209.htm"},{"id":57381,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4020/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123700,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4020/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Idaho National Engineering Laboratory","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.95,\n              43.1\n            ],\n            [\n              -112.4167,\n              43.1\n            ],\n            [\n              -112.4167,\n              43.1333\n            ],\n            [\n              -112.95,\n              43.1333\n            ],\n            [\n              -112.95,\n              43.1\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db69717f","contributors":{"authors":[{"text":"Mann, L. J.","contributorId":39392,"corporation":false,"usgs":true,"family":"Mann","given":"L. J.","affiliations":[],"preferred":false,"id":200013,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28550,"text":"wri864196 - 1986 - Directions and rates of ground-water movement in the vicinity of Kesterson Reservoir, San Joaquin Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri864196","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4196","title":"Directions and rates of ground-water movement in the vicinity of Kesterson Reservoir, San Joaquin Valley, California","docAbstract":"A three-dimensional groundwater flow model was used to simulate groundwater flow for a 124 sq mi area in the vicinity of Kesterson Reservoir in the San Joaquin Valley, California. Available data were used to calculate a probable range of groundwater flow rates, but calibration and sensitivity analysis were not done for this model. Flow directions, as inferred from measured groundwater levels and simulated hydraulic heads from all model simulations, indicate that regional groundwater flow is from the south to the north. Kesterson Reservoir acts as a recharge mound superimposed on the regional-flow system. Groundwater moves in the horizontal and vertical direction away from Kesterson Reservoir. Mud and Salt Sloughs act as groundwater discharge areas. Simulated groundwater flow from Kesterson Reservoir did not flow beyond these sloughs. Groundwater from west of Mud Slough seems to flow west toward Los Banos Creek and east toward Mud Slough. Groundwater that travels toward Salt Slough from Kesterson Reservoir probably is lost by evapotranspiration near the surface before reaching Salt Slough. Groundwater between Salt Slough and the San Joaquin River seems to flow north and toward Salt Slough and the San Joaquin River. The canals and duck ponds generally act as sources of groundwater recharge. A method was developed for determining flow directions and distance traveled in three dimensions for discrete time increments using simulated groundwater fluxes. Simulated average horizontal pore velocities away from Kesterson range less than 0.01 to 140 ft/year. The simulated average vertical pore velocities range from 0.01 to 14.7 ft/year. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864196","usgsCitation":"Mandle, R., and Kontis, A., 1986, Directions and rates of ground-water movement in the vicinity of Kesterson Reservoir, San Joaquin Valley, California: U.S. Geological Survey Water-Resources Investigations Report 86-4196, v, 57 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864196.","productDescription":"v, 57 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124902,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4196/report-thumb.jpg"},{"id":57380,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4196/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aea1a","contributors":{"authors":[{"text":"Mandle, R.J.","contributorId":27090,"corporation":false,"usgs":true,"family":"Mandle","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":200010,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kontis, A.L.","contributorId":69542,"corporation":false,"usgs":true,"family":"Kontis","given":"A.L.","affiliations":[],"preferred":false,"id":200011,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27881,"text":"wri864030 - 1986 - Pilot study for collection of bridge-scour data","interactions":[],"lastModifiedDate":"2012-02-02T00:08:40","indexId":"wri864030","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4030","title":"Pilot study for collection of bridge-scour data","docAbstract":"Scour around bridges is a serious problem on many rivers; bridge failure often is attributed to undermining of piers or abutments by scour. A pilot study was made at four bridge sites in Colorado to develop and test guidelines for collecting scour data onsite during high flows. These guidelines potentially could be used to conduct bridge-scour studies or to establish a nationwide bridge-scour data collection program in conjunction with normal high-flow measurements. The methods tested are intended to be compatible with equipment and procedures commonly used in the U.S. Geological Survey streamflow-gaging program. Thirteen scour-prediction equations were evaluated using data collected during this study. Two alternative approaches for future, proposed scour studies are indicated. The type of approach selected would depend on the objectives of the scour study and the flow conditions in the study area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864030","usgsCitation":"Jarrett, R., and Boyle, J.M., 1986, Pilot study for collection of bridge-scour data: U.S. Geological Survey Water-Resources Investigations Report 86-4030, iv, 46 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864030.","productDescription":"iv, 46 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124233,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4030/report-thumb.jpg"},{"id":56704,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4030/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a93e4b07f02db6582c0","contributors":{"authors":[{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":198838,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Boyle, J. M.","contributorId":46567,"corporation":false,"usgs":true,"family":"Boyle","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":198839,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28642,"text":"wri854201 - 1986 - Potential effects of surface coal mining on the hydrology of the Little Bear Creek area, Moorhead coal field, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri854201","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4201","title":"Potential effects of surface coal mining on the hydrology of the Little Bear Creek area, Moorhead coal field, southeastern Montana","docAbstract":"The Little Bear Creek area of the Moorhead Coal Field, 27 miles south of Ashland, Montana, contains large reserves of Federally owned coal that have been identified for potential lease sale. A hydrologic study was conducted in the area to describe existing hydrologic system and to assess potential effects of surface mining on local water resources. Hydrologic data collected from private wells, observation wells, test holes and springs indicate that the aquifers are coal and sandstone beds in the upper part of the Tongue River Member, Fort Union Formation (Paleocene age), and sand and gravel layers of valley alluvium (Pleistocene and Holocene age). Surface water is available from ephemeral flow along stretches of the main streams, and from stock ponds throughout the area. Mining the Anderson and Dietz coal beds would destroy one stock well and several stock ponds, would possibly interfere with the flow of one spring, and would lower the potentiometric surface within the coal and sandstone aquifers. The alluvial aquifer beneath Little Bear Creek and Davidson Draw would be removed at the mine site, as would sandstone and coal aquifers above the mine floor. Although mining would alter existing hydrologic systems, alternative water supplies are available. Planned structuring of the spoils and reconstruction of the alluvial aquifers could minimize downstream water-quality degradation. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854201","usgsCitation":"McClymonds, N.E., 1986, Potential effects of surface coal mining on the hydrology of the Little Bear Creek area, Moorhead coal field, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 85-4201, vi, 91 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854201.","productDescription":"vi, 91 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124038,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4201/report-thumb.jpg"},{"id":57477,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4201/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57478,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4201/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57479,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1985/4201/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57480,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4201/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db68389d","contributors":{"authors":[{"text":"McClymonds, N. E.","contributorId":94653,"corporation":false,"usgs":true,"family":"McClymonds","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200161,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29129,"text":"wri864186 - 1986 - Processing water-chemistry data, Gulf Coast aquifer systems, south-central United States; with summary of dissolved-solids concentrations and water types","interactions":[],"lastModifiedDate":"2012-02-02T00:08:49","indexId":"wri864186","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4186","title":"Processing water-chemistry data, Gulf Coast aquifer systems, south-central United States; with summary of dissolved-solids concentrations and water types","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864186","usgsCitation":"Pettijohn, R.A., 1986, Processing water-chemistry data, Gulf Coast aquifer systems, south-central United States; with summary of dissolved-solids concentrations and water types: U.S. Geological Survey Water-Resources Investigations Report 86-4186, iv, 42 p. :ill., map ;28 cm., https://doi.org/10.3133/wri864186.","productDescription":"iv, 42 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":159370,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4186/report-thumb.jpg"},{"id":57998,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4186/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f3fe3","contributors":{"authors":[{"text":"Pettijohn, R. A.","contributorId":66743,"corporation":false,"usgs":true,"family":"Pettijohn","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200992,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28536,"text":"wri864072 - 1986 - Evaluation of the U.S. Geological Survey's gaging-station network in Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri864072","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4072","title":"Evaluation of the U.S. Geological Survey's gaging-station network in Illinois","docAbstract":"Data collected at 97 of the 176 gaging stations operated in Illinois during 1983 were used to describe rainfall-runoff processes, to monitor and forecast floods, and to monitor and regulate lake levels, discharge from reservoirs, or discharge of navigable streams. Stream-gaging stations on the Illinois River at Havana, East Branch Du Page River, and interior streams of the Mississippi River floodplain; peak-flow stations on small watersheds; and stage-only stations upstream from unsafe high-hazard dams should be considered for inclusion in future stream-gaging programs. The accuracy of regression models for peak-flow and 1-day mean flood-volume characteristics would not be considerably improved if the density of gaging stations and length of record at those gaging stations are increased. Model error masks tradeoffs between accuracy, density, and record length. The large number of streamflow records presently available is sufficient for fairly accurately determining most streamflow characteristics. The accuracy of streamflow records reported for stream gaging stations and peak-flow stations varies widely. The accuracy of streamflow records for 12 stream-gaging stations and 11 peak-flow stations is substantially less than the accuracy of records for the other 143 gaging stations considered. Based on an evaluation of relative worth, 26 gaging stations are candidates for some type of action if budgetary limitations so demand. A candidate stream-gaging stations could be operated during only part of a year, converted to a peak-flow station, or discontinued. Candidate peak-flow stations should be discontinued. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri864072","usgsCitation":"Mades, D., and Oberg, K.A., 1986, Evaluation of the U.S. Geological Survey's gaging-station network in Illinois: U.S. Geological Survey Water-Resources Investigations Report 86-4072, vii, 88 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864072.","productDescription":"vii, 88 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124298,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4072/report-thumb.jpg"},{"id":57349,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4072/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa4c2","contributors":{"authors":[{"text":"Mades, D. M.","contributorId":40230,"corporation":false,"usgs":true,"family":"Mades","given":"D. M.","affiliations":[],"preferred":false,"id":199981,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Oberg, K. A.","contributorId":67553,"corporation":false,"usgs":true,"family":"Oberg","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":199982,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28529,"text":"wri864045 - 1986 - Detection of contaminant plumes in ground water of Long Island, New York, by electromagnetic terrain-conductivity surveys","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri864045","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4045","title":"Detection of contaminant plumes in ground water of Long Island, New York, by electromagnetic terrain-conductivity surveys","docAbstract":"Electromagnetic terrain conductivity surveys were conducted at four landfills in Suffolk county and at an artificial recharge site in Nassau County to assess the feasibility of this technique for detecting contaminant plumes. The technique was successful at three of the landfills; results compared closely with those indicated by specific conductance of water from observation wells on the sites. Data from the three sites for which the technique was successful--the Horseblock Road landfill , the Manorville scavenger waste disposal facility, and the Riverhead landfill--revealed pronounced terrain conductivity anomalies that reflect known contaminant plumes. Plumes at the other two sites--Blydenburgh landfill and the East Meadow artificial recharge site--could not be detected because cultural interferences were too great and, at the Blydenburgh site, depth to water was too great. The interferences included pipelines, utility cables, and traffic. Given favorable conditions, such as high plume conductivity, lack of cultural interferences, and a depth of less than 100 ft to the plume, electromagnetic surveying can provide a rapid means of locating contaminant plumes. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864045","usgsCitation":"Mack, T.J., and Maus, P.E., 1986, Detection of contaminant plumes in ground water of Long Island, New York, by electromagnetic terrain-conductivity surveys: U.S. Geological Survey Water-Resources Investigations Report 86-4045, v, 39 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri864045.","productDescription":"v, 39 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":126641,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4045/report-thumb.jpg"},{"id":57326,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667a32","contributors":{"authors":[{"text":"Mack, Thomas J. 0000-0002-0496-3918","orcid":"https://orcid.org/0000-0002-0496-3918","contributorId":39814,"corporation":false,"usgs":true,"family":"Mack","given":"Thomas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":199969,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maus, P. E.","contributorId":68787,"corporation":false,"usgs":true,"family":"Maus","given":"P.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199970,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15077,"text":"ofr86493 - 1986 - Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, fiscal year 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:07:04","indexId":"ofr86493","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-493","title":"Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, fiscal year 1985","docAbstract":"This report, the twelfth in a series of annual reports presenting hydrologic data collected from the area of the Tennessee-Tombigbee Waterway, covers the fiscal year ending September 30, 1985. The Waterway, under construction since the early 1970s, was completed in January 1985. Included are data on groundwater levels and quality; surface water stage, discharge, and quality; and disposal area water levels, water quality, and rainfall. These data were obtained at the request of the U.S. Army Corps of Engineers, Mobile and Nashville Districts, as part of comprehensive programs to monitor the hydrologic effects of construction and operation of the Waterway. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86493","usgsCitation":"Morris, F., 1986, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, fiscal year 1985: U.S. Geological Survey Open-File Report 86-493, v, 311 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86493.","productDescription":"v, 311 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148725,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0493/report-thumb.jpg"},{"id":43990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0493/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606681","contributors":{"authors":[{"text":"Morris, Fred III","contributorId":103693,"corporation":false,"usgs":true,"family":"Morris","given":"Fred","suffix":"III","email":"","affiliations":[],"preferred":false,"id":170529,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11832,"text":"ofr86226 - 1986 - Activities of the U.S. Geological Survey Water-Resources Division in North Carolina, 1986","interactions":[],"lastModifiedDate":"2016-12-14T14:48:52","indexId":"ofr86226","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-226","title":"Activities of the U.S. Geological Survey Water-Resources Division in North Carolina, 1986","docAbstract":"Water resources programs conducted by the U.S. Geological Survey in the state of North Carolina during 1985 and proposed programs for 1986 are described. This is the first in a series of biennial progress reports on Survey activities in the state. Activities such as gathering, interpreting and publishing hydrologic data and scientific information in support of state and local water resources planning, management, and regulatory programs are presented. The water resources programs described are funded through cooperative agreements with state and local agencies and through special agreements with other federal agencies. Cooperative programs are reviewed annually to insure that state, local and national priorities are being met. Groundwater withdrawals are estimated to have produced water level declines of 150 ft and more for large areas of the northeast and central Coastal Plain. Future demands for water quality and quantity are discussed.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86226","usgsCitation":"Turner, J.F., and Deckard, R., 1986, Activities of the U.S. Geological Survey Water-Resources Division in North Carolina, 1986: U.S. Geological Survey Open-File Report 86-226, vii, 69 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86226.","productDescription":"vii, 69 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":145778,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0226/report-thumb.jpg"},{"id":39734,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0226/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North 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,{"id":11857,"text":"ofr86468 - 1986 - An Analysis of thermal data from the vicinity of Cajon Pass, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:42","indexId":"ofr86468","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-468","title":"An Analysis of thermal data from the vicinity of Cajon Pass, California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86468","usgsCitation":"Sass, J., Lachenbruch, A., Galanis, S., Munroe, R.J., and Moses, T.H., 1986, An Analysis of thermal data from the vicinity of Cajon Pass, California: U.S. Geological Survey Open-File Report 86-468, 47 p. :chiefly ill. ;28 cm., https://doi.org/10.3133/ofr86468.","productDescription":"47 p. :chiefly ill. ;28 cm.","costCenters":[],"links":[{"id":145292,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0468/report-thumb.jpg"},{"id":39755,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0468/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686764","contributors":{"authors":[{"text":"Sass, J.H.","contributorId":70749,"corporation":false,"usgs":true,"family":"Sass","given":"J.H.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":163941,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lachenbruch, A.H.","contributorId":76737,"corporation":false,"usgs":true,"family":"Lachenbruch","given":"A.H.","affiliations":[],"preferred":false,"id":163942,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Galanis, S.P. Jr.","contributorId":55005,"corporation":false,"usgs":true,"family":"Galanis","given":"S.P.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":163938,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Munroe, R. J.","contributorId":56215,"corporation":false,"usgs":true,"family":"Munroe","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":163939,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Moses, T. H. Jr.","contributorId":70385,"corporation":false,"usgs":true,"family":"Moses","given":"T.","suffix":"Jr.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":163940,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":11881,"text":"ofr86416 - 1986 - Analytical results and sample locality map of heavy-mineral-concentrate and rock samples from the Castle Peaks Wilderness Study Area (CDCA- 266), San Bernardino County, California","interactions":[],"lastModifiedDate":"2022-12-02T20:20:41.652268","indexId":"ofr86416","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-416","title":"Analytical results and sample locality map of heavy-mineral-concentrate and rock samples from the Castle Peaks Wilderness Study Area (CDCA- 266), San Bernardino County, California","docAbstract":"The report presents water-quality and geohydrologic information for 106 public water-supply wells in Illinois. These wells were sampled during April to December 1984 as part of a pilot program to develop a ground-water observation network in the State. The pilot program was designed to sample single-aquifer wells from three major aquifer systems--(1) sand and gravel, both confined and unconfined; (2) Silurian dolomite; and (3) the Ironton-Galesville deep sandstone. Data are tabulated for water temperature, pH, specific conductance, oxidation-reduction potential, ammonia nitrogen, nitrate + nitrite nitrogen, phosphorus, silica, arsenic, lead, mercury, fluoride, chloride, sulfate, cyanide, phenols, selenium, residue on evaporation at 180 degrees Celsius, alkalinity, calcium, magnesium, sodium, potassium, barium, boron, beryllium, cadmium, chormium, copper, cobalt, iron, aluminum, manganese, nickel, silver, strontium, vanadium, zinc, and selected geohydrologic information.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr86416","usgsCitation":"Adrian, B.M., Frisken, J., Malcolm, M., and Crock, J., 1986, Analytical results and sample locality map of heavy-mineral-concentrate and rock samples from the Castle Peaks Wilderness Study Area (CDCA- 266), San Bernardino County, California: U.S. Geological Survey Open-File Report 86-416, Report: 18 p.; 1 Plate: 17.15 × 22.44 inches, https://doi.org/10.3133/ofr86416.","productDescription":"Report: 18 p.; 1 Plate: 17.15 × 22.44 inches","costCenters":[],"links":[{"id":410013,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_17038.htm","linkFileType":{"id":5,"text":"html"}},{"id":39800,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0416/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":39799,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0416/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145499,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0416/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Bernardino County","otherGeospatial":"Castle Peaks Wilderness Study Area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -115.333,\n              35.5\n            ],\n            [\n              -115.333,\n              35.25\n            ],\n            [\n              -115.083,\n              35.25\n            ],\n            [\n              -115.083,\n              35.5\n            ],\n            [\n              -115.333,\n              35.5\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e48b","contributors":{"authors":[{"text":"Adrian, B. M.","contributorId":71535,"corporation":false,"usgs":true,"family":"Adrian","given":"B.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":164048,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frisken, J. G.","contributorId":90296,"corporation":false,"usgs":true,"family":"Frisken","given":"J. G.","affiliations":[],"preferred":false,"id":164049,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Malcolm, M.J.","contributorId":95064,"corporation":false,"usgs":true,"family":"Malcolm","given":"M.J.","email":"","affiliations":[],"preferred":false,"id":164050,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Crock, J.G.","contributorId":58236,"corporation":false,"usgs":true,"family":"Crock","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":164047,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":11969,"text":"ofr85631 - 1986 - Channel geometry and hydrologic data for six eruption-affected tributaries of the Lewis River, Mount St. Helens, Washington, water years 1983-84","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr85631","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-631","title":"Channel geometry and hydrologic data for six eruption-affected tributaries of the Lewis River, Mount St. Helens, Washington, water years 1983-84","docAbstract":"The May 18, 1980, eruption of Mount St. Helens generated a lateral blast, lahars, and tephra deposits that altered stream channels in the Lewis River drainage basin. In order to assess potential flood hazards, monitor channel adjustments, and construct a sediment budget for disturbed drainages on the east and southeast flanks of the volcano, channel cross sections were monumented and surveyed on Pine Creek, Muddy River, and Smith Creek during September and October of 1980. Additional cross sections were monumented and surveyed on Swift Creek, Bean Creek , and Clearwater Creek during 1981. This network of channel cross sections has been resurveyed annually. Selected cross sections have been surveyed more frequently, following periods of higher flow. Longitudinal stream profiles of the low-water thalweg and (or) water surfaces were surveyed periodically for selected short reaches of channel. Corresponding map views for these reaches were constructed using the survey data and aerial photographs. This report presents plots of channel cross-section profiles, longitudinal stream profiles, and channel maps constructed from survey data collected during water years 1983-84. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85631","usgsCitation":"Martinson, H.A., Hammond, H., Mast, W., and Mango, P., 1986, Channel geometry and hydrologic data for six eruption-affected tributaries of the Lewis River, Mount St. Helens, Washington, water years 1983-84: U.S. Geological Survey Open-File Report 85-631, v, 161 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85631.","productDescription":"v, 161 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":143714,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0631/report-thumb.jpg"},{"id":39963,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0631/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e62ad","contributors":{"authors":[{"text":"Martinson, H. A.","contributorId":16834,"corporation":false,"usgs":true,"family":"Martinson","given":"H.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":164446,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hammond, H.E.","contributorId":69988,"corporation":false,"usgs":true,"family":"Hammond","given":"H.E.","email":"","affiliations":[],"preferred":false,"id":164448,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mast, W.W.","contributorId":74381,"corporation":false,"usgs":true,"family":"Mast","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":164449,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mango, P.D.","contributorId":63397,"corporation":false,"usgs":true,"family":"Mango","given":"P.D.","email":"","affiliations":[],"preferred":false,"id":164447,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":11978,"text":"ofr86134 - 1986 - Climatic data for Mirror Lake, West Thornton, New Hampshire, 1984","interactions":[],"lastModifiedDate":"2012-02-02T00:06:31","indexId":"ofr86134","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-134","title":"Climatic data for Mirror Lake, West Thornton, New Hampshire, 1984","docAbstract":"Research on the hydrology of Mirror lake, (north-central) New Hampshire includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer studies, including: temperature of lake water surface; dry-bulb and wet-bulb air temperatures; wind speed at 3 levels above the water surface; and solar and atmospheric radiation. Data are collected at raft and land stations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86134","usgsCitation":"Sturrock, A., Buso, D., Scarborough, J., and Winter, T.C., 1986, Climatic data for Mirror Lake, West Thornton, New Hampshire, 1984: U.S. Geological Survey Open-File Report 86-134, iv, 70 p. ;28 cm., https://doi.org/10.3133/ofr86134.","productDescription":"iv, 70 p. ;28 cm.","costCenters":[],"links":[{"id":143742,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0134/report-thumb.jpg"},{"id":39972,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0134/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667ae1","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":164497,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buso, D.C.","contributorId":31392,"corporation":false,"usgs":true,"family":"Buso","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":164498,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scarborough, J.L.","contributorId":94673,"corporation":false,"usgs":true,"family":"Scarborough","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":164499,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164496,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":11981,"text":"ofr86477 - 1986 - Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota 1982","interactions":[],"lastModifiedDate":"2017-09-11T15:53:29","indexId":"ofr86477","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-477","title":"Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota 1982","docAbstract":"<p>Research on the hydrology of the Cottonwood Lake area, Stutsman County, North Dakota, includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer evaporation studies, including: water-surface temperature, sediment temperature dry-bulb and wet-bulb air temperatures, vapor pressure at and above the water surface, wind speed, and short- and long-wave radiation. Data were collected at raft and land stations.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr86477","usgsCitation":"Sturrock, A., Hanson, B., Scarborough, J., and Winter, T.C., 1986, Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota 1982: U.S. Geological Survey Open-File Report 86-477, iii, 24 p., https://doi.org/10.3133/ofr86477.","productDescription":"iii, 24 p.","costCenters":[{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":143763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0477/report-thumb.jpg"},{"id":39974,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0477/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49bee4b07f02db5d139b","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":164509,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanson, B.A.","contributorId":40553,"corporation":false,"usgs":true,"family":"Hanson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":164510,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scarborough, J.L.","contributorId":94673,"corporation":false,"usgs":true,"family":"Scarborough","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":164511,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164508,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":11983,"text":"ofr8664 - 1986 - Climatic data for Williams Lake, Hubbard County, Minnesota, 1984","interactions":[],"lastModifiedDate":"2018-04-02T11:33:54","indexId":"ofr8664","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-64","title":"Climatic data for Williams Lake, Hubbard County, Minnesota, 1984","docAbstract":"<p>Research on the hydrology of Williams Lake, north-central Minnesota includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer studies, including: water-surface temperature, dry-bulb and wet-bulb air temperatures, wind speed, precipitation, and solar and atmospheric radiation. Data are collected at raft and land stations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lakewood, CO","doi":"10.3133/ofr8664","usgsCitation":"Sturrock, A., Rosenberry, D., Scarborough, J., and Winter, T.C., 1986, Climatic data for Williams Lake, Hubbard County, Minnesota, 1984: U.S. Geological Survey Open-File Report 86-64, iv, 63 p., https://doi.org/10.3133/ofr8664.","productDescription":"iv, 63 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":143765,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0064/report-thumb.jpg"},{"id":39976,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Hubbard County","otherGeospatial":"Williams Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4884e4b07f02db518a7d","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":164517,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rosenberry, D.O. 0000-0003-0681-5641","orcid":"https://orcid.org/0000-0003-0681-5641","contributorId":38500,"corporation":false,"usgs":true,"family":"Rosenberry","given":"D.O.","affiliations":[],"preferred":true,"id":164518,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scarborough, J.L.","contributorId":94673,"corporation":false,"usgs":true,"family":"Scarborough","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":164519,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164516,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":12001,"text":"ofr86126 - 1986 - Data on the distribution and abundance of submersed aquatic vegetation in the tidal Potomac River, Maryland, Virginia, and the District of Columbia, 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:06:39","indexId":"ofr86126","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-126","title":"Data on the distribution and abundance of submersed aquatic vegetation in the tidal Potomac River, Maryland, Virginia, and the District of Columbia, 1985","docAbstract":"This report summarizes data on the distribution and abundance of submersed aquatic vegetation collected in the tidal Potomac River during 1985. Plant species were identified and dry weight determined for selected sites. Information on competition between Hydrilla verticillata and other species was measured. Water-quality characteristics measured include temperature, specific conductance, dissolved oxygen, pH, and transparency as indicated by Secchi depth. A map was made of the distribution of submersed aquatic vegetation based on transect samples and a complete shoreline survey. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86126","usgsCitation":"Rybicki, N.B., Anderson, R.T., Shapiro, J., Jones, C., and Carter, V., 1986, Data on the distribution and abundance of submersed aquatic vegetation in the tidal Potomac River, Maryland, Virginia, and the District of Columbia, 1985: U.S. Geological Survey Open-File Report 86-126, iii, 49 p. :maps ;28 cm., https://doi.org/10.3133/ofr86126.","productDescription":"iii, 49 p. :maps ;28 cm.","costCenters":[],"links":[{"id":145642,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0126/report-thumb.jpg"},{"id":39994,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0126/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c6c6","contributors":{"authors":[{"text":"Rybicki, N. B.","contributorId":97504,"corporation":false,"usgs":true,"family":"Rybicki","given":"N.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":164609,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, R. T.","contributorId":17614,"corporation":false,"usgs":true,"family":"Anderson","given":"R.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":164606,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shapiro, J.M.","contributorId":47376,"corporation":false,"usgs":true,"family":"Shapiro","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":164607,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Jones, C.L.","contributorId":60218,"corporation":false,"usgs":true,"family":"Jones","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":164608,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Carter, Virginia","contributorId":12018,"corporation":false,"usgs":true,"family":"Carter","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":164605,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":12005,"text":"ofr86403W - 1986 - Data on the solute concentration within the subsurface flows of Little Lost Man Creek in response to a transport experiment, Redwood National Park, northwest California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr86403W","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-403","chapter":"W","title":"Data on the solute concentration within the subsurface flows of Little Lost Man Creek in response to a transport experiment, Redwood National Park, northwest California","docAbstract":"A solute transport experiment was conducted on a 327-m reach of Little Lost Man Creek, a small stream in Humboldt County, California. Solutes were injected for 20 days. Chloride was used as a conservative tracer; lithium, potassium, and strontium were used as reactive tracers. In addition, nitrate and phosphate were added as biological reactants. Eighteen shallow wells were dug along the length of the study reach, 1-10 m laterally from the edge of the stream. The wells and sites in the stream were monitored for the injected solutes during and after the injection. Solute concentrations in the wells and stream are indicative of transport properties of stream and subsurface channel flow. This report presents the results of the analyses of the well samples and chemical data relevant to the interpretation of hydrological and chemical interaction between the stream and adjacent channel subsurface flows in the streambed. Calculations of the percentage of streamwater in the wellwater were made from conservative tracer measurements. The composition of wellwater ranged from 47% to 100% streamwater with most values above 90%. The time for water to travel from the beginning of the study reach to the wells was approximately three times as great as the travel time in the stream at the same distance down the reach. The three conclusions that can be drawn are (1) water in the stream exchanges extensively with water in the rest of the channel; (2) the interstitial water in the channel gravels achieves almost the same composition as the stream; and (3) under low flow conditions the stream gravels contain a significant portion of the stream volume. Plots of normalized chloride, lithium, and strontium concentrations at three stream sites are included. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86403W","usgsCitation":"Zellweger, G.W., Kennedy, V.C., Bencala, K., Avanzino, R., Jackman, A.P., and Triska, F., 1986, Data on the solute concentration within the subsurface flows of Little Lost Man Creek in response to a transport experiment, Redwood National Park, northwest California: U.S. Geological Survey Open-File Report 86-403, 69 p.; 1 v. (various foliations) :ill., map ;28 cm., https://doi.org/10.3133/ofr86403W.","productDescription":"69 p.; 1 v. (various foliations) :ill., map ;28 cm.","costCenters":[],"links":[{"id":145087,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0403w/report-thumb.jpg"},{"id":39998,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0403w/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b1fb","contributors":{"authors":[{"text":"Zellweger, Gary W.","contributorId":71171,"corporation":false,"usgs":true,"family":"Zellweger","given":"Gary","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":164636,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kennedy, V. C.","contributorId":46080,"corporation":false,"usgs":true,"family":"Kennedy","given":"V.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164633,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bencala, K.E.","contributorId":105312,"corporation":false,"usgs":true,"family":"Bencala","given":"K.E.","email":"","affiliations":[],"preferred":false,"id":164637,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Avanzino, R.J.","contributorId":37336,"corporation":false,"usgs":true,"family":"Avanzino","given":"R.J.","affiliations":[],"preferred":false,"id":164632,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Jackman, A. P.","contributorId":46957,"corporation":false,"usgs":true,"family":"Jackman","given":"A.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":164634,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Triska, F.J.","contributorId":69560,"corporation":false,"usgs":true,"family":"Triska","given":"F.J.","email":"","affiliations":[],"preferred":false,"id":164635,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":12055,"text":"ofr86107 - 1986 - Geochemical data for rock samples collected from selected sediment-hosted disseminated precious-metal deposits in Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr86107","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-107","title":"Geochemical data for rock samples collected from selected sediment-hosted disseminated precious-metal deposits in Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86107","usgsCitation":"Hill, R.H., Adrian, B.M., Bagby, W., Bailey, E., Goldfarb, R., and Pickthorn, W., 1986, Geochemical data for rock samples collected from selected sediment-hosted disseminated precious-metal deposits in Nevada: U.S. Geological Survey Open-File Report 86-107, 30 p. :map ;28 cm., https://doi.org/10.3133/ofr86107.","productDescription":"30 p. :map ;28 cm.","costCenters":[],"links":[{"id":145649,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0107/report-thumb.jpg"},{"id":40067,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0107/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae415","contributors":{"authors":[{"text":"Hill, R. H.","contributorId":57059,"corporation":false,"usgs":true,"family":"Hill","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":164857,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adrian, B. M.","contributorId":71535,"corporation":false,"usgs":true,"family":"Adrian","given":"B.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":164859,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bagby, W.C.","contributorId":64663,"corporation":false,"usgs":true,"family":"Bagby","given":"W.C.","email":"","affiliations":[],"preferred":false,"id":164858,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bailey, E. A.","contributorId":100399,"corporation":false,"usgs":true,"family":"Bailey","given":"E. A.","affiliations":[],"preferred":false,"id":164861,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Goldfarb, R.J.","contributorId":38143,"corporation":false,"usgs":true,"family":"Goldfarb","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":164856,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Pickthorn, W.J.","contributorId":95458,"corporation":false,"usgs":true,"family":"Pickthorn","given":"W.J.","email":"","affiliations":[],"preferred":false,"id":164860,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":12056,"text":"ofr86594 - 1986 - Geochemical data for rock samples from the Owens Peak and Little Lake Canyon Wilderness Study Areas, Inyo and Kern counties, California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr86594","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-594","title":"Geochemical data for rock samples from the Owens Peak and Little Lake Canyon Wilderness Study Areas, Inyo and Kern counties, California","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86594","usgsCitation":"Diggles, M.F., Detra, D., Dellinger, D.A., Day, G., Goldsmith, K., Gray, J.C., Meier, A.L., O’Leary, R.M., Roemer, T.A., Romine, K.A., and Welsch, E.P., 1986, Geochemical data for rock samples from the Owens Peak and Little Lake Canyon Wilderness Study Areas, Inyo and Kern counties, California: U.S. Geological Survey Open-File Report 86-594, 62 p. :maps ;28 cm., https://doi.org/10.3133/ofr86594.","productDescription":"62 p. :maps ;28 cm.","costCenters":[],"links":[{"id":145795,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0594/report-thumb.jpg"},{"id":40068,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0594/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40069,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0594/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae45b","contributors":{"authors":[{"text":"Diggles, M. F.","contributorId":39356,"corporation":false,"usgs":true,"family":"Diggles","given":"M.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":164866,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Detra, D.E.","contributorId":72358,"corporation":false,"usgs":true,"family":"Detra","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":164870,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dellinger, D. A.","contributorId":6432,"corporation":false,"usgs":true,"family":"Dellinger","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":164863,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Day, G.W.","contributorId":63363,"corporation":false,"usgs":true,"family":"Day","given":"G.W.","email":"","affiliations":[],"preferred":false,"id":164869,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Goldsmith, Kent","contributorId":48568,"corporation":false,"usgs":true,"family":"Goldsmith","given":"Kent","email":"","affiliations":[],"preferred":false,"id":164868,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Gray, J. C. Jr.","contributorId":25162,"corporation":false,"usgs":true,"family":"Gray","given":"J.","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164864,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Meier, A. L.","contributorId":81480,"corporation":false,"usgs":true,"family":"Meier","given":"A.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":164872,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"O’Leary, R. M.","contributorId":44894,"corporation":false,"usgs":true,"family":"O’Leary","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":164867,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Roemer, T. A.","contributorId":72784,"corporation":false,"usgs":true,"family":"Roemer","given":"T.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":164871,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Romine, K. A.","contributorId":33327,"corporation":false,"usgs":true,"family":"Romine","given":"K.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":164865,"contributorType":{"id":1,"text":"Authors"},"rank":10},{"text":"Welsch, E. P.","contributorId":6050,"corporation":false,"usgs":true,"family":"Welsch","given":"E.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":164862,"contributorType":{"id":1,"text":"Authors"},"rank":11}]}}
,{"id":12063,"text":"ofr86497 - 1986 - Geohydrologic data from Port Royal Sound, Beaufort County, South Carolina","interactions":[],"lastModifiedDate":"2016-12-15T12:37:37","indexId":"ofr86497","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-497","title":"Geohydrologic data from Port Royal Sound, Beaufort County, South Carolina","docAbstract":"Nine offshore wells were drilled through overlying sediments into the Upper Floridan aquifer in Port Royal Sound, South Carolina and the adjacent Atlantic Ocean, to obtain geologic, hydrologic, and water quality data. The Upper Floridan aquifer consists predominantly of light-gray, poorly consolidated, fossiliferous limestone. In the Port Royal Sound area, the Upper Floridan is overlain by olive-gray, medium to course sand and silty sand. Falling-head permeability tests on these overlying clastic sediments indicate permeabilities of 1,100 to 4.3 x 10 to the 7th power centimeters/sec. Other geologic and hydrologic data, including geophysical logs, sieve analyses, and detailed core descriptions were obtained, along with continuous water level records of the wells, tidal records, and barometric pressure records. Water collected from the Upper Floridan aquifer beneath Port Royal Sound and the ocean ranged in concentration of chloride from 54 to 12,000 mg/l. Measured pH ranged from 6.8 to 8.4, and alkalinity ranged from 122 to 368 mg/l as CaC03. Other water quality data obtained include temperature, specific conductance, carbon-13, carbon-14, tritium , deuterium, oxygen-18, dissolved oxygen, dissolved solids, nitrogen species, phosphorus, organic carbon, cyanide, sulfide, calcium, magnesium, sodium, potassium, sulfate, fluoride, silica , bromide, iodide, and selected trace metals. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86497","usgsCitation":"Burt, R., Belval, D., Crouch, M., and Hughes, W., 1986, Geohydrologic data from Port Royal Sound, Beaufort County, South Carolina: U.S. Geological Survey Open-File Report 86-497, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86497.","productDescription":"64 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":40079,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144380,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0497/report-thumb.jpg"},{"id":40080,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40081,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40082,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40083,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40084,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40085,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40086,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40087,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0497/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":40088,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0497/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","county":"Beaufort County","otherGeospatial":"Port Royal Sound","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.99945068359375,\n              32.086065193329354\n            ],\n            [\n              -80.99945068359375,\n              32.58500645901216\n            ],\n            [\n              -80.37185668945312,\n              32.58500645901216\n            ],\n            [\n              -80.37185668945312,\n              32.086065193329354\n            ],\n            [\n              -80.99945068359375,\n              32.086065193329354\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ef7","contributors":{"authors":[{"text":"Burt, R.A.","contributorId":40994,"corporation":false,"usgs":true,"family":"Burt","given":"R.A.","email":"","affiliations":[],"preferred":false,"id":164902,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Belval, D.L.","contributorId":52186,"corporation":false,"usgs":true,"family":"Belval","given":"D.L.","affiliations":[],"preferred":false,"id":164903,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Crouch, Michael","contributorId":79105,"corporation":false,"usgs":true,"family":"Crouch","given":"Michael","email":"","affiliations":[],"preferred":false,"id":164904,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hughes, W.B.","contributorId":92263,"corporation":false,"usgs":true,"family":"Hughes","given":"W.B.","email":"","affiliations":[],"preferred":false,"id":164905,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
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