{"pageNumber":"2243","pageRowStart":"56050","pageSize":"25","recordCount":68873,"records":[{"id":30238,"text":"wri78100 - 1979 - Flood profiles of the Pithlachascotee River, west-central Florida","interactions":[],"lastModifiedDate":"2023-01-04T19:39:38.234316","indexId":"wri78100","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-100","title":"Flood profiles of the Pithlachascotee River, west-central Florida","docAbstract":"<p>Data defining the magnitude and frequency of flooding are provided for a nontidal 16-mile reach of the Pithlachascotee River in Florida. These data include areal flood-frequency relations and flood heights for the 2-, 2.33-, 5-, 10-, 25-, 50- , 100-, 200-, and 500-year recurrence intervals. Flood profiles are provided for the 2.33-, 5-, 10-, 100-, and 500-year recurrence intervals. Study results indicate that flood discharges in the study area are highly variable and are one-third to one-half of regional estimates. Differences between study area and regional estimates are due to large quantities of flood-water drainage to the regional aquifer system in the upper basin, a large karst area of about 138 square miles. Graded roads and bridges located at three sites along the upper study reach will be inundated by various frequency floods. Flood inundation maps can be prepared from flood data presented in this report.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78100","usgsCitation":"Turner, J.F., Murphy, W.R., and Reeter, C.V., 1979, Flood profiles of the Pithlachascotee River, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-100, v, 22 p., https://doi.org/10.3133/wri78100.","productDescription":"v, 22 p.","costCenters":[],"links":[{"id":159813,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0100/report-thumb.jpg"},{"id":276465,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0100/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":411365,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35203.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","otherGeospatial":"Pithlachascotte River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -82.51867111766835,\n              28.342387820227387\n            ],\n            [\n              -82.77013877968086,\n              28.342387820227387\n            ],\n            [\n              -82.77013877968086,\n              28.200013356619777\n            ],\n            [\n              -82.51867111766835,\n              28.200013356619777\n            ],\n            [\n              -82.51867111766835,\n              28.342387820227387\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6a7e","contributors":{"authors":[{"text":"Turner, J. F.","contributorId":61822,"corporation":false,"usgs":true,"family":"Turner","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":202912,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Murphy, W. R. Jr.","contributorId":72355,"corporation":false,"usgs":true,"family":"Murphy","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202913,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reeter, C. V.","contributorId":97154,"corporation":false,"usgs":true,"family":"Reeter","given":"C.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":202914,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30239,"text":"wri78102 - 1979 - Streamflow simulation studies of the Hillsborough, Alafia, and Anclote Rivers, west-central Florida","interactions":[],"lastModifiedDate":"2020-11-10T16:55:37.052106","indexId":"wri78102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-102","title":"Streamflow simulation studies of the Hillsborough, Alafia, and Anclote Rivers, west-central Florida","docAbstract":"<p><span>A modified version of the Georgia Tech Watershed Model was applied </span><span>for the purpose of flow simulation in three large river basins of west-</span><span>central Florida. The model was calibrated for six streamflow stations </span><span>located in these basins using 4 years of historical and current rainfall, </span><span>runoff, and estimated evapotranspiration data. Watersheds modeled range </span><span>in size from about 70 to 650 square miles. </span></p><p><span>Calibrations were evaluated by comparing the following synthesized and observed data: annual hydrographs for the 1959, 1960, 1973 and 1974 water years, flood hydrographs (maximum daily discharge and flood volume), and long-term annual flood-peak discharges (1950-72). </span></p><p><span>Annual hydrographs, excluding the 1973 water year, were compared using average absolute error in annual runoff and daily flows and correlation coefficients of monthly and daily flows. For stations used in the study, average absolute errors in simulated runoff range from 9 to 21 percent and errors in daily flows range from 48 to 71 percent. Correlation coefficients for monthly flows range from 0.81 to 0.95 and correlation coefficients for daily flows range from 0.68 to 0.87. </span></p><p><span>Correlation coefficients for simulated and observed maximum daily discharges and flood volumes used for calibration range from 0.91 to 0.98 and average standard errors of estimate range from 18 to 45 percent. Cor-relation coefficients for simulated and observed annual flood-peak dis-charges range from 0.60 to 0.74 and average standard errors of estimate range from 33 to 44 percent. The number of flood events used for calibration varies for each streamflow station, but range from 6 to 18. The number of annual flood-peak discharges used also vary but average about 20 for each station. </span></p><p><span>On the basis of these results, it is concluded that flood calibrations have been achieved for stations used in this study; however, because of data limitations, calibrations and prediction errors cannot be completely verified until additional rainfall, runoff, and evapotranspiration data become available. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78102","usgsCitation":"Turner, J., 1979, Streamflow simulation studies of the Hillsborough, Alafia, and Anclote Rivers, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-102, v, 161 p., https://doi.org/10.3133/wri78102.","productDescription":"v, 161 p.","costCenters":[],"links":[{"id":380342,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0102/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0102/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Hillsborough, Alafia, and Anclote Rivers","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.81356811523438,\n              27.668934069896217\n            ],\n            [\n              -81.69296264648438,\n              27.668934069896217\n            ],\n            [\n              -81.69296264648438,\n              28.352733760237818\n            ],\n            [\n              -82.81356811523438,\n              28.352733760237818\n            ],\n            [\n              -82.81356811523438,\n              27.668934069896217\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d67","contributors":{"authors":[{"text":"Turner, J.F. Jr.","contributorId":88399,"corporation":false,"usgs":true,"family":"Turner","given":"J.F.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":202915,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28693,"text":"wri7998 - 1979 - Interim data report on the geohydrology of the proposed waste isolation pilot plant site, southeast New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri7998","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-98","title":"Interim data report on the geohydrology of the proposed waste isolation pilot plant site, southeast New Mexico","docAbstract":"Data collected at the proposed Waste Isolation Pilot Plant site in southeast New Mexico through September 1977 help define hydrologic conditions at the contact between the Permian Rustler and Salado Formations, and Culebra and Magenta Dolomite Members of the Rustler Formation. Preliminary calculations of transmissivity along the Rustler-Salado contact range from 0.1 feet squared per day to 0.0001 feet squared per day. Fluids from the Rustler-Salado contact contain from 311,000 to 325,800 mg/l total dissolved solids. Fluids in the Culebra Dolomite Member move to the southeast at gradients ranging from 7 to 120 feet per mile. Preliminary transmissivity calculations range from 140 feet squared per day to 0.0004 feet squared per day. Total dissolved solids range from 23,721 to 29,683 mg/l. The extremely low vertical hydraulic conductivity within the Rustler Formation prevents fluid from communicating between the Magenta and Culebra Dolomite Members and between the Culebra and the Rustler-Salado contact. Heads are highest in the Magenta and lowest at the Rustler-Salado contact. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7998","usgsCitation":"Mercer, J.W., and Orr, R., 1979, Interim data report on the geohydrology of the proposed waste isolation pilot plant site, southeast New Mexico: U.S. Geological Survey Water-Resources Investigations Report 79-98, x, 178 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7998.","productDescription":"x, 178 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":95724,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0098/report.pdf","size":"7957","linkFileType":{"id":1,"text":"pdf"}},{"id":159250,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0098/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0ae4","contributors":{"authors":[{"text":"Mercer, Jerry W.","contributorId":32534,"corporation":false,"usgs":true,"family":"Mercer","given":"Jerry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200243,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Orr, R.B.","contributorId":57111,"corporation":false,"usgs":true,"family":"Orr","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":200244,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28915,"text":"wri79100 - 1979 - Monthly and annual water budgets of Lake Wingra, Madison, Wisconsin, 1972-77","interactions":[],"lastModifiedDate":"2024-01-11T17:41:15.771569","indexId":"wri79100","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-100","title":"Monthly and annual water budgets of Lake Wingra, Madison, Wisconsin, 1972-77","docAbstract":"<p>This report presents estimated annual and monthly water budgets for Lake Wingra and the adjacent wetland area for January 1972 through September 1972. Annually, inputs from precipitation, surface runoff, and groundwater inflow are approximately equal (31, 34, and 35 percent, respectively). Outputs include outflow from the lake into Murphy Creek (70 percent), evapotranspiration from the lake and wetland (26 percent), and ground-water outflow (4 percent).</p>\n<p>The inputs and outputs vary seasonally. In months when snowmelt occurs, surface runoff is a major input (56 percent in March; 46 percent in April). In fall and winter ground-water inflow is a major input (57 percent in November). Precipitation comprises 41 percent of the input in August but only 18 percent in January. Lake outflow is the major output except from July through September. Combined evaporation and evapotranspiration is a major output in summer (45 to 58 percent) but minor in winter (less than 13 percent). Ground-water outflow is a small part of the budget each month, ranging from 2 percent in March and April to a maximum of 7 percent in September.</p>\n<p>The water budget is based on field data collected from January 1972 through June 1973, and on fragmentary data and estimates for July 1973 through September 1977. The budget terms differ from those published by Oakes, Hendrickson, and Zuehls (1975, table 10) because springflow has been included in total ground-water inflow and estimated on a monthly basis in this report. Previously only annual estimates were provided.</p>\n<p>&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri79100","collaboration":"Prepared in cooperation with the University of Wisconsin Institute for Environmental Studies","usgsCitation":"Novitzki, R., and Holmstrom, B.K., 1979, Monthly and annual water budgets of Lake Wingra, Madison, Wisconsin, 1972-77: U.S. Geological Survey Water-Resources Investigations Report 79-100, iv, 31 p., https://doi.org/10.3133/wri79100.","productDescription":"iv, 31 p.","numberOfPages":"37","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":57787,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0100/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124135,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0100/report-thumb.jpg"},{"id":424338,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35285.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Wisconsin","county":"Dane County","city":"Madison","otherGeospatial":"Lake Wingra","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.47917938232422,\n              43.03426640603482\n            ],\n            [\n              -89.47917938232422,\n              43.09697190802465\n            ],\n            [\n              -89.29515838623045,\n              43.09697190802465\n            ],\n            [\n              -89.29515838623045,\n              43.03426640603482\n            ],\n            [\n              -89.47917938232422,\n              43.03426640603482\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db698fef","contributors":{"authors":[{"text":"Novitzki, R.P.","contributorId":73986,"corporation":false,"usgs":true,"family":"Novitzki","given":"R.P.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200612,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Holmstrom, B. K.","contributorId":90728,"corporation":false,"usgs":true,"family":"Holmstrom","given":"B.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":200613,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29150,"text":"wri78136 - 1979 - Tree rings as indicators of hydrologic change in the Great Dismal Swamp, Virginia and North Carolina","interactions":[],"lastModifiedDate":"2017-12-20T14:47:56","indexId":"wri78136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-136","title":"Tree rings as indicators of hydrologic change in the Great Dismal Swamp, Virginia and North Carolina","docAbstract":"<p>Analyses of tree rings of large, canopy loblolly pines (<i>Pinus taeda</i> L.,) growing near a drainage ditch in the Great Dismal Swamp have indicated that the tree rings are datable and hydrologically (climatically) sensitive. Climatic and prior growth factors in regression explained 87 and 71 percent of the variance of the preditching and postditching earlywood widths, respectively, and 82 and 7O percent of the latewood widths for the same time periods. Early summer precipitation was significantly, and positively, correlated with preditching latewood growth. When pre and postditching records were merged into a single record, regression analysis explained less growth variation than when the two time periods were considered individually, implying a change in growth response following ditching. Prior to ditching, growth was most limited by dry summers which followed dry summers. After ditching, growth was less strongly linked with precipitation and more strongly linked with temperature. Regression results are compatible with the contention that growing season water levels in the proximity of the collection site have been lower since ditching. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78136","usgsCitation":"Phipps, R.L., Ierley, D., and Baker, C., 1979, Tree rings as indicators of hydrologic change in the Great Dismal Swamp, Virginia and North Carolina: U.S. Geological Survey Water-Resources Investigations Report 78-136, v, 26 p., https://doi.org/10.3133/wri78136.","productDescription":"v, 26 p.","costCenters":[],"links":[{"id":58024,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0136/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158887,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0136/report-thumb.jpg"}],"country":"United States","state":"North Carolina, Virginia","otherGeospatial":"Great Dismal Swamp","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.56303405761719,\n              36.42956988113611\n            ],\n            [\n              -76.34262084960938,\n              36.42956988113611\n            ],\n            [\n              -76.34262084960938,\n              36.76969233214548\n            ],\n            [\n              -76.56303405761719,\n              36.76969233214548\n            ],\n            [\n              -76.56303405761719,\n              36.42956988113611\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db6980d6","contributors":{"authors":[{"text":"Phipps, Richard L.","contributorId":52122,"corporation":false,"usgs":true,"family":"Phipps","given":"Richard","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201029,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ierley, D.L.","contributorId":44584,"corporation":false,"usgs":true,"family":"Ierley","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":201028,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Baker, C.P.","contributorId":27896,"corporation":false,"usgs":true,"family":"Baker","given":"C.P.","email":"","affiliations":[],"preferred":false,"id":201027,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30316,"text":"wri7974 - 1979 - Use of the STORM model for estimating the quantity and quality of runoff from the metropolitan area of Houston, Texas","interactions":[],"lastModifiedDate":"2016-08-09T12:15:17","indexId":"wri7974","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-74","title":"Use of the STORM model for estimating the quantity and quality of runoff from the metropolitan area of Houston, Texas","docAbstract":"<p>The \"STORM\" model, developed by the U.S. Army Corps of Engineers, was selected from existing models and adapted to use available data to compute runoff from the Houston, Texas, area and to compute the loads and concentrations of biochemicaloxygen demand, dissolved solids, total phosphorus, total organic carbon, total nitrogen, and fecal-coliform bacteria. The water-quality data simulated by the STORM model will be used by the Texas Department of Water Resources to refine and verify a model of the Calveston Bay estuarine system.&nbsp;</p>\n<p>Discharge and precipitation data for the 1975 water year and all available waterquality analyses were used to calibrate the model for the Buffalo, Whiteoak, Brays, Sims, Hunting, Greens, and Vince Bayous. Data for the 1974 water year were used to verify the model for discharge. After verification, the calibrations were adjusted to balance the difference between the 1974 and 1975 error predictions for discharge. The adjusted model was used with records of precipitation and evaporation to simulate a 20-vear record of the quantity and quality of runoff from the modeled area.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri7974","usgsCitation":"Waddell, K.M., Massey, B.C., and Jennings, M.E., 1979, Use of the STORM model for estimating the quantity and quality of runoff from the metropolitan area of Houston, Texas: U.S. Geological Survey Water-Resources Investigations Report 79-74, iv, 29 p., https://doi.org/10.3133/wri7974.","productDescription":"iv, 29 p.","numberOfPages":"35","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":59108,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0074/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160405,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0074/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.8941650390625,\n              29.463514026304715\n            ],\n            [\n              -95.8941650390625,\n              30.197366063272245\n            ],\n            [\n              -94.8944091796875,\n              30.197366063272245\n            ],\n            [\n              -94.8944091796875,\n              29.463514026304715\n            ],\n            [\n              -95.8941650390625,\n              29.463514026304715\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49cce4b07f02db5d9248","contributors":{"authors":[{"text":"Waddell, Kidd M.","contributorId":20720,"corporation":false,"usgs":true,"family":"Waddell","given":"Kidd","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203043,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Massey, Bernard C.","contributorId":173558,"corporation":false,"usgs":false,"family":"Massey","given":"Bernard","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203044,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jennings, Marshall E.","contributorId":55813,"corporation":false,"usgs":true,"family":"Jennings","given":"Marshall","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203042,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29732,"text":"wri79108 - 1979 - Water-quality characteristics of streams in forested and rural areas of North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T08:19:01","indexId":"wri79108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-108","title":"Water-quality characteristics of streams in forested and rural areas of North Carolina","docAbstract":"Data collected in North Carolina during 1973-78 from a statewide network of 39 rural sampling sites were used to define unpolluted or baseline stream quality. The basins were 90 to 100 percent forested and, except for the unknown effects of air pollution, were relatively unaffected by man 's activities. Five distinct geochemical zones were delineated across the State. The chemical characteristics of surface waters in each zone are similar. Mean and other statistical values for major dissolved constituents, nutrients, and minor elements in base runoff and storm runoff were determined. Twenty additional rural sites were located in basins where farming activities ranged from 15 to 55 percent of basins ' land area. Data from these 20 sites were used for comparison with data from the 39 unpolluted sites to determine the increase in constituent levels caused by man. For basins where farming activities accounted for 20 or more percent of total land use, phosphorus levels were 2 to 13 times greater than those from the forested basins and several major constituents were 2 to 3 times greater. Concentrations of minor elements were essentially the same in both developed and undeveloped basins. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri79108","usgsCitation":"Simmons, C.E., and Heath, R., 1979, Water-quality characteristics of streams in forested and rural areas of North Carolina: U.S. Geological Survey Water-Resources Investigations Report 79-108, v, 49 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri79108.","productDescription":"v, 49 p. :ill., maps ;26 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":160488,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0108/report-thumb.jpg"},{"id":58539,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0108/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North 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Carolina\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49ffe4b07f02db5f7611","contributors":{"authors":[{"text":"Simmons, Clyde E.","contributorId":71528,"corporation":false,"usgs":true,"family":"Simmons","given":"Clyde","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202031,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Heath, Ralph C.","contributorId":53359,"corporation":false,"usgs":true,"family":"Heath","given":"Ralph C.","affiliations":[],"preferred":false,"id":202030,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30354,"text":"wri7982 - 1979 - Water resources of the Lower Elwha Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2019-05-14T14:07:26","indexId":"wri7982","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-82","title":"Water resources of the Lower Elwha Indian Reservation, Washington","docAbstract":"<p>The Lower Elwha Indian Reservation covers 372 acres at the mouth of the Elwha River in Clallam County, Washington. The land of the reservation is used principally for residential purposes and growing forage for cattle. The population of the reservation is largely dependent upon fisheries resources for its economic health.</p><p>This study was made to assess the availability and suitability of ground water on the reservation for domestic use and for fish propagation, to determine the streamflow characteristics of the Elwha River and Bosco Creek, and to determine the chemical and physical quality of the area's surface and ground waters.</p><p>Existing wells on the reservation range in depth from about 30 to about 80 feet, and produce water of excellent chemical quality. Properly constructed wells in favorable locations on the reservation should be capable of large yields, up to 5,000 gallons per minute. Intrusion of seawater into the aquifers of the reservation has not occurred. However, if massive quantities of ground water are withdrawn, intrusion could occur.</p><p>The Elwha River, which flows along the western margin of the reservation has a mean annual flow of about 1,500 cubic feet per second (ft<sup>3</sup>/s). The recorded minimum daily discharge was 10 ft<sup>3</sup>/s, and the maximum was 41,600 ft<sup>3</sup>/s. The river floods the lower parts of the reservation annually, and extensive flooding is common. Water in the Elwha River is of excellent chemical quality, and its recorded temperature has ranged from 36° to 64°F. Bosco Creek, the only other stream on or adjacent to the reservation, has an estimated mean annual flow of 1.1 ft<sup>3</sup>/s. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7982","collaboration":"Prepared in cooperation with Lower Elwha Tribal Council","usgsCitation":"Walters, K., Haushild, W.L., and Nelson, L.M., 1979, Water resources of the Lower Elwha Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 79-82, vii, 55 p., https://doi.org/10.3133/wri7982.","productDescription":"vii, 55 p.","costCenters":[],"links":[{"id":363795,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0082/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0082/report-thumb.jpg"}],"country":"United States","state":"Washington","otherGeospatial":"Lower Elwha Indian Reservation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -123.58486175537108,\n              48.123705287810715\n            ],\n            [\n              -123.51791381835939,\n              48.123705287810715\n            ],\n            [\n              -123.51791381835939,\n              48.15703962630941\n            ],\n            [\n              -123.58486175537108,\n              48.15703962630941\n            ],\n            [\n              -123.58486175537108,\n              48.123705287810715\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602c9a","contributors":{"authors":[{"text":"Walters, Kenneth L.","contributorId":104099,"corporation":false,"usgs":true,"family":"Walters","given":"Kenneth L.","affiliations":[],"preferred":false,"id":203107,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Haushild, William L.","contributorId":211057,"corporation":false,"usgs":true,"family":"Haushild","given":"William","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":203106,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nelson, Leonard M.","contributorId":96695,"corporation":false,"usgs":true,"family":"Nelson","given":"Leonard","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203105,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30373,"text":"wri7988 - 1979 - Nonpoint-source discharges in Pequea Creek Basin, Pennsylvania, 1977","interactions":[],"lastModifiedDate":"2017-06-07T12:28:12","indexId":"wri7988","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-88","title":"Nonpoint-source discharges in Pequea Creek Basin, Pennsylvania, 1977","docAbstract":"<p>A study of Pequea Creek included measurement of streamflow and collection of water and bottom-material samples during selected base-flow and storm periods from February to December 1977. Samples were analyzed for nitrogen and phosphorus species, suspended sediment, organic carbon, and pesticides. Daily mean constituent concentrations and discharges transported from the basin were computed for a gaging station near the mouth. Intermittent constituent mean concentrations and discharges were computed for storms at the six subbasin sites.</p>\n<p>The objective of this project was to assess the magnitudes and types of nonpoint discharges that affect the water quality of Pequea Creek. The project included the determination of (1) the total discharges of suspended sediment, nitrogen, and phosphorus from the basin; (2) intermittent storm and base-flow discharges from six subbasin sites of varying size, geology, and land use; (3) the difference in magnitudes of the discharges during base-flow periods and storms; and (4) which variables most affect the transport of these constituents.</p>\n<p>The yields measured from the Pequea Creek basin for the period February to December 1977 were among the highest measured in the lower Susquehanna River basin. Some preliminary relations between constituents were examined using linear regression techniques on all of the data for each site. Direct runoff transported the majority of the suspended sediment, total phosphorus, and suspended organic carbon from the basin; the other constituents were transported mainly during base flow. (USGS).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7988","usgsCitation":"Ward, J.R., and Eckhardt, D.A., 1979, Nonpoint-source discharges in Pequea Creek Basin, Pennsylvania, 1977: U.S. Geological Survey Water-Resources Investigations Report 79-88, v, 110 p., https://doi.org/10.3133/wri7988.","productDescription":"v, 110 p.","numberOfPages":"119","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":159694,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/WRI7988.jpg"},{"id":320774,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0088/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Pequea Creek Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -76.60354614257812,\n              39.53158493558717\n            ],\n            [\n              -76.60354614257812,\n              40.142139942215415\n            ],\n            [\n              -75.83862304687499,\n              40.142139942215415\n            ],\n            [\n              -75.83862304687499,\n              39.53158493558717\n            ],\n            [\n              -76.60354614257812,\n              39.53158493558717\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6991d5","contributors":{"authors":[{"text":"Ward, Janice R.","contributorId":79930,"corporation":false,"usgs":true,"family":"Ward","given":"Janice","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203146,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eckhardt, David A. daeckhar@usgs.gov","contributorId":1079,"corporation":false,"usgs":true,"family":"Eckhardt","given":"David","email":"daeckhar@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":203145,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29160,"text":"wri7920 - 1979 - Effects of pumping on ground-water levels near Taylorsville, Bartholomew County, Indiana","interactions":[],"lastModifiedDate":"2019-07-26T10:22:56","indexId":"wri7920","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-20","title":"Effects of pumping on ground-water levels near Taylorsville, Bartholomew County, Indiana","docAbstract":"<p>A two-dimensional digital flow model was used to estimate the effects of continuous pumping of a public-supply well field on the ground-water levels near Taylorsville, Indiana. Results of the modeling showed that the water levels would decline from less than 1 to about 4.5 feet within the study area and a maximum of 1 to 2 feet in Taylorsville in response to a pumping rate of 700 gallons per minute. Model results also show that the ground-water system would reach steady state in approximately 5 years after pumping begins. Corrections applied to water-level declines indicated by the model, to account for the effects of partial penetration of the aquifer by wells, showed that these effects, although substantial in the pumping wells, are negligible 200 feet from the wells.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7920","usgsCitation":"Planert, M., and Tucci, P., 1979, Effects of pumping on ground-water levels near Taylorsville, Bartholomew County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 79-20, iv, 22 p. , https://doi.org/10.3133/wri7920.","productDescription":"iv, 22 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":365979,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159180,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0020/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Bartholomew County","city":"Taylorsville","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.6849,39.3505],[-85.6851,39.3387],[-85.6852,39.3274],[-85.6859,39.3197],[-85.6865,39.2621],[-85.6873,39.2476],[-85.6878,39.2009],[-85.6881,39.1746],[-85.688,39.1307],[-85.7989,39.1291],[-85.7988,39.0856],[-85.7983,39.0683],[-85.8048,39.0706],[-85.8173,39.0698],[-85.8238,39.0685],[-85.8286,39.064],[-85.8351,39.0626],[-85.8422,39.0627],[-85.8434,39.0609],[-85.8482,39.0591],[-85.8488,39.0555],[-85.853,39.0546],[-85.8577,39.051],[-85.8625,39.0487],[-85.8631,39.0474],[-85.859,39.0433],[-85.8608,39.041],[-86.08,39.0361],[-86.0805,39.0501],[-86.0809,39.0809],[-86.0831,39.2201],[-86.0836,39.2423],[-86.0854,39.3452],[-86.0247,39.3464],[-85.9902,39.3467],[-85.9812,39.3466],[-85.9521,39.347],[-85.914,39.3472],[-85.7998,39.3507],[-85.6849,39.3505]]]},\"properties\":{\"name\":\"Bartholomew\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6119a4","contributors":{"authors":[{"text":"Planert, Michael","contributorId":56659,"corporation":false,"usgs":true,"family":"Planert","given":"Michael","email":"","affiliations":[],"preferred":false,"id":201054,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tucci, Patrick ptucci@usgs.gov","contributorId":926,"corporation":false,"usgs":true,"family":"Tucci","given":"Patrick","email":"ptucci@usgs.gov","affiliations":[],"preferred":true,"id":201053,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30391,"text":"wri7971 - 1979 - Potentiometric map of the Paleozoic aquifer in northeastern Mississippi, October and November 1978","interactions":[],"lastModifiedDate":"2019-08-05T12:24:52","indexId":"wri7971","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-71","title":"Potentiometric map of the Paleozoic aquifer in northeastern Mississippi, October and November 1978","docAbstract":"The Paleozoic rocks that outcrop in Tishomingo County, Mississippi, supply water to public, industrial, and domestic wells in two counties in the northeastern part of the State. Paleozoic rocks in the area consist mostly of beds of sandstone, shale, and limestone which dip about 30 feet per mile to the southwest. The potentiometric surface of the Paleozoic aquifer slopes generally to the west away from the area of outcrop and is strongly influenced by large ground-water withdrawals at Corinth. The water level at Corinth has declined about 140 feet since 1954. Pumping at Corinth has affected water levels in wells more than 10 miles from the center of pumping. (Woodard-USGS).","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7971","usgsCitation":"Wasson, B.E., 1979, Potentiometric map of the Paleozoic aquifer in northeastern Mississippi, October and November 1978: U.S. Geological Survey Water-Resources Investigations Report 79-71, 1 Plate: 21.37 x 17.21 inches, https://doi.org/10.3133/wri7971.","productDescription":"1 Plate: 21.37 x 17.21 inches","costCenters":[],"links":[{"id":366267,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0071/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160598,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0071/report-thumb.jpg"}],"country":"United States","state":"Mississippi","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -90.8349609375,\n              33.94335994657882\n            ],\n            [\n              -89.58251953125,\n              33.94335994657882\n            ],\n            [\n              -89.58251953125,\n              34.985003130171066\n            ],\n            [\n              -90.8349609375,\n              34.985003130171066\n            ],\n            [\n              -90.8349609375,\n              33.94335994657882\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683215","contributors":{"authors":[{"text":"Wasson, B. E.","contributorId":11204,"corporation":false,"usgs":true,"family":"Wasson","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203172,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30392,"text":"wri79105 - 1979 - Hydrologic and related data for water-supply planning in an intensive-study area, northeastern Wichita County, Kansas","interactions":[],"lastModifiedDate":"2017-12-06T14:03:59","indexId":"wri79105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-105","title":"Hydrologic and related data for water-supply planning in an intensive-study area, northeastern Wichita County, Kansas","docAbstract":"<p>Data are presented that result from an intensive geohydrologic study for water-supply planning in a 12-square-mile area in northeastern Wichita County, Kansas. These data include records of wells, test drilling, chemical analyses, ground-water levels, rainfall, soilmoisture, well yield, solar radiation, crop yield, and crop acreage. Data indicate that water levels in the unconsolidated aquifer are declining at an average annual rate of about 1 to 2 feet per year (1950-78). This decline is the aquifer's response to pumping by irrigation wells for watering corn, wheat, grain sorghum, and other crops.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri79105","usgsCitation":"Kume, J., Dunlap, L.E., Gutentag, E., and Thomas, J., 1979, Hydrologic and related data for water-supply planning in an intensive-study area, northeastern Wichita County, Kansas: U.S. Geological Survey Water-Resources Investigations Report 79-105, iv, 51 p., https://doi.org/10.3133/wri79105.","productDescription":"iv, 51 p.","numberOfPages":"59","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":160599,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0105/report-thumb.jpg"},{"id":349813,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-101.485,38.7002],[-101.1293,38.7001],[-101.1254,38.264],[-101.5405,38.2631],[-101.5669,38.2633],[-101.5694,38.7004],[-101.485,38.7002]]]},\"properties\":{\"name\":\"Wichita\",\"state\":\"KS\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db6117c1","contributors":{"authors":[{"text":"Kume, Jack","contributorId":100843,"corporation":false,"usgs":true,"family":"Kume","given":"Jack","email":"","affiliations":[],"preferred":false,"id":203176,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dunlap, L. E.","contributorId":45685,"corporation":false,"usgs":true,"family":"Dunlap","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203173,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gutentag, E. D.","contributorId":70015,"corporation":false,"usgs":true,"family":"Gutentag","given":"E. D.","affiliations":[],"preferred":false,"id":203175,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thomas, J.G.","contributorId":55868,"corporation":false,"usgs":true,"family":"Thomas","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":203174,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":29696,"text":"wri7939 - 1979 - Water-table map of Kenosha County, Wisconsin","interactions":[],"lastModifiedDate":"2019-07-26T10:16:37","indexId":"wri7939","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-39","title":"Water-table map of Kenosha County, Wisconsin","docAbstract":"<p>A map (scale 1:100,000) of the water table in Kenosha County in southeastern Wisconsin was prepared using water levels from more than 200 wells. The work was done as a cooperative project between the U.S. Geological Survey and the Southeastern Wisconsin Regional Planning Commission. The map shows the altitude of the water table in increments of 20 feet, with supplemental 10-foot contours. The altitude ranges from less than 580 feet at a point near Lake Michigan to more than 840 feet at a point near the western border of the county. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7939","usgsCitation":"Sherrill, M., and Schiller, J., 1979, Water-table map of Kenosha County, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 79-39, 1 Plate: 20.67 x 14.62 inches , https://doi.org/10.3133/wri7939.","productDescription":"1 Plate: 20.67 x 14.62 inches ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":365976,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0039/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159503,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0039/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Kenosha County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-87.801,42.671],[-87.8037,42.6642],[-87.8057,42.6574],[-87.8097,42.6466],[-87.8138,42.6344],[-87.8164,42.6267],[-87.8178,42.6217],[-87.818,42.6153],[-87.8187,42.6108],[-87.8176,42.6049],[-87.8171,42.5999],[-87.8166,42.5953],[-87.8154,42.5917],[-87.8124,42.5866],[-87.8126,42.5812],[-87.8128,42.573],[-87.8123,42.5662],[-87.8125,42.558],[-87.8134,42.5448],[-87.8131,42.5348],[-87.8115,42.523],[-87.8086,42.512],[-87.8063,42.5047],[-87.8046,42.4992],[-87.8029,42.4962],[-87.8854,42.4967],[-87.995,42.4972],[-88.0647,42.4975],[-88.1163,42.4975],[-88.1766,42.4981],[-88.1945,42.4981],[-88.1971,42.4981],[-88.3016,42.4979],[-88.3027,42.6134],[-88.1862,42.6137],[-88.187,42.6718],[-88.0692,42.6715],[-87.9532,42.6711],[-87.8347,42.6715],[-87.801,42.671]]]},\"properties\":{\"name\":\"Kenosha\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4ce4","contributors":{"authors":[{"text":"Sherrill, M.G.","contributorId":19945,"corporation":false,"usgs":true,"family":"Sherrill","given":"M.G.","email":"","affiliations":[],"preferred":false,"id":201965,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schiller, J.J.","contributorId":46135,"corporation":false,"usgs":true,"family":"Schiller","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":201966,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29695,"text":"wri78108 - 1979 - Contamination potential in the Silurian Dolomite aquifer, eastern Wisconsin","interactions":[],"lastModifiedDate":"2015-10-21T09:23:47","indexId":"wri78108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-108","title":"Contamination potential in the Silurian Dolomite aquifer, eastern Wisconsin","docAbstract":"<p>The Silurian dolomite aquifer is used for water supply in much of a 14-county area bordering Lake Michigan in eastern Wisconsin. Because of the rapidity of ground-water movement, the aquifer is susceptible to contamination by waters percolating downward from surface sources. Maps showing the distribution of permeability, the thickness of unconsolidated materials, and the depth to the water table are combined to show areas where the dolomite aquifer has the greatest contamination potential. Several areas have above-normal potential for contamination. These include the Casco-Luxemburg area of Kewaunee County, the area south of Chilton in Calumet County, a part of western Manitowoc County, drainageway areas in Sheboygan County, the Byron-Campbellsport area of Fond du Lac County, the Sussex-Lannon-Cedarburg areas of Waukesha and Ozaukee Counties, and the Racine-Burlington areas of Racine County.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78108","usgsCitation":"Sherrill, M., 1979, Contamination potential in the Silurian Dolomite aquifer, eastern Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 78-108, 2 Plates: 33.87 x 43.95 inches, https://doi.org/10.3133/wri78108.","productDescription":"2 Plates: 33.87 x 43.95 inches","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":159502,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":58518,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0108/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58519,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0108/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.05517578125,\n              42.49640294093708\n            ],\n            [\n              -87.615966796875,\n              42.48830197960227\n            ],\n            [\n              -87.78076171875,\n              43.41302868475145\n            ],\n            [\n              -87.56103515625,\n              43.96909818325174\n            ],\n            [\n              -87.484130859375,\n              44.36313311380771\n            ],\n            [\n              -87.4951171875,\n              44.55133484083592\n            ],\n            [\n              -87.989501953125,\n              44.535674532413196\n            ],\n            [\n              -88.143310546875,\n              44.402391829093915\n            ],\n            [\n              -88.17626953125,\n              44.10336537791152\n            ],\n            [\n              -88.319091796875,\n              43.79488907226601\n            ],\n            [\n              -88.385009765625,\n              43.636075155965784\n            ],\n            [\n              -88.692626953125,\n              43.004647127794435\n            ],\n            [\n              -88.714599609375,\n              42.76314586689494\n            ],\n            [\n              -88.8134765625,\n              42.577354839557856\n            ],\n            [\n              -89.05517578125,\n              42.49640294093708\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af4e4b07f02db691d68","contributors":{"authors":[{"text":"Sherrill, M.G.","contributorId":19945,"corporation":false,"usgs":true,"family":"Sherrill","given":"M.G.","email":"","affiliations":[],"preferred":false,"id":201964,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29673,"text":"wri7986 - 1979 - Water-quality conditions in the New River, Imperial County, California","interactions":[],"lastModifiedDate":"2019-11-26T11:11:18","indexId":"wri7986","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-86","title":"Water-quality conditions in the New River, Imperial County, California","docAbstract":"The New River, when entering the United States at Calexico, Calif., often contains materials which have the appearance of industrial and domestic wastes. Passage of some of these materials is recognized by a sudden increase in turbidity over background levels and the presence of white particulate matter. Water samples taken during these events are usually extremely high in organic content. During a 4-day reconnaissance of water quality in May 1977, white-to-brown extremely turbid water crossed the border on three occasions. On one of these occasions , the water was intensively sampled. The total organic-carbon concentration ranged from 80 to 161 milligrams per liter (mg/l); dissolved organic carbon ranged from 34 to 42 mg/l, and the chemical oxygen demand was as high as 510 mg/l. River profiles showed a dissolved-oxygen sag, with the length of the zone of depressed dissolved-oxygen concentrations varying seasonally. During the summer months, dissolved-oxygen concentrations in the river were lower and the zone of depressed dissolved-oxygen concentrations was longer. The largest increases in dissolved-oxygen concentration from reaeration occurred at the three drop structures and the rock weir near Seeley. The effects of oxygen demanding materials crossing the border extended as far as Highway 80, 19.5 miles downstream from the international boundary at Calexico. Fish kills and anaerobic conditions were also detected as far as Highway 80. Standard bacteria indicator tests for fecal contamination showed a very high health-hazard potential near the border. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7986","usgsCitation":"Setmire, J.G., 1979, Water-quality conditions in the New River, Imperial County, California: U.S. Geological Survey Water-Resources Investigations Report 79-86, v, 63 p. , https://doi.org/10.3133/wri7986.","productDescription":"v, 63 p. ","costCenters":[],"links":[{"id":160472,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0086/report-thumb.jpg"},{"id":369639,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0086/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Imperial County","otherGeospatial":"New River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -115.69152832031251,\n              32.66250035467838\n            ],\n            [\n              -115.43609619140624,\n              32.66250035467838\n            ],\n            [\n              -115.43609619140624,\n              33.119150226768866\n            ],\n            [\n              -115.69152832031251,\n              33.119150226768866\n            ],\n            [\n              -115.69152832031251,\n              32.66250035467838\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e645b","contributors":{"authors":[{"text":"Setmire, James G.","contributorId":105284,"corporation":false,"usgs":true,"family":"Setmire","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201934,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29658,"text":"wri7914 - 1979 - Ground-water quality in Bannock, Bear Lake, Caribou, and part of Power counties, southeastern Idaho","interactions":[],"lastModifiedDate":"2018-09-07T13:13:03","indexId":"wri7914","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-14","title":"Ground-water quality in Bannock, Bear Lake, Caribou, and part of Power counties, southeastern Idaho","docAbstract":"<p>This report provides information about the current quality of ground waters in southeastern Idaho and discusses the natural and manmade environmental controls on that quality. This information will be useful in planning and monitoring the development and use of the ground-water resources of southeastern Idaho.</p><p>The southeastern corner of Idaho, as described in this report, encompasses an area of about 4,000 mil in Bannock, Bear Lake, Caribou, and part of Power Counties. The popu- lation of the area in 1975, based on best estimates by the Idaho Division of Budget, Policy Planning, and Coordination (1976) was 75,200. About 80 percent of the population is in and near the city of Pocatello, which is the second largest population center in the State.</p><p>Pocatello's economy depends largely on manufacturing and industrial processing, which includes chemicalfertilizer plants. The econ- omy in the rural areas depends largely on agriculture--both dry and irrigated farming are practiced. Mining is important and expected to dominate the economy in the eastcentral part of the area in the future.</p><p>Natural resources include phosphate ore, which makes up about 35 percent of the U.S. reserves (U.S. Department of Interior and U.S. Department of Agriculture, 1977); ground water, which mostly underlies&nbsp;the several intermontane valleys that dissect the area; and hot springs, which indicate that geothermal energy sources may underlie part of the area. Also, current (1978) speculation is that petroleum reserves may be present in the vicinity of Bear Lake. Development of more sprink- ler-irrigated lands, increases in population, and growth of phosphate mining are expected to place stress on the ground-water resources, both in quality and quantity.&nbsp;</p><p>The purpose of this report is to present the results of a study whose primary objectives were (1) to provide current waterquality data representative of the water in several different aquifers (water- bearing formations) in the study area, and (2) to relate these data to natural and manmade environmental controls. The wells sampled during this study establish a quasi-network, which could be resampled in the future to document and analyze changes (if any) in ground-water quality. Based on this information, planners and water managers could better understand the causeand-effect relations controlling water quality and could better manage land and water-resource development.</p><p>The report is designed for ease of reading and presentation. It uses maps, tables, and abbreviated text to describe geology, hydrology, and ground-water quality and how they are interrelated. Some practical ways for improving water quality are discussed for the benefit of individual water users. The field data collected in making the study are contained in the Data Section of this report.</p><p>The authors gratefully acknowledge the many individual well owners, municipal officials, and private industries that provided well information and allowed access to their properties and collection of water samples. Without their help, this work could not have been done. Water samples were collected at 103 well sites. Waterlevel measurements were made at 98 of these sites during July, August, and September of 1976.&nbsp;</p><p>This study was made by the U.S. Geological Survey in cooperation with the Idaho Department of Water Resources. A similar study is being made (1978) in north Idaho. Other studies are planned, specifically to obtain ground-water-quality data in areas where land and water-resource development is expected or accelerating.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7914","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources","usgsCitation":"Seitz, H.R., and Norvitch, R.F., 1979, Ground-water quality in Bannock, Bear Lake, Caribou, and part of Power counties, southeastern Idaho: U.S. Geological Survey Water-Resources Investigations Report 79-14, vii, 53 p., https://doi.org/10.3133/wri7914.","productDescription":"vii, 53 p.","costCenters":[],"links":[{"id":357118,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0014/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159837,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0014/report-thumb.jpg"}],"country":"United States","state":"Idaho","county":"Bannock County, Bear Lake County, Caribou County, Power County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.90924072265625,\n              42.004407212963585\n            ],\n            [\n              -111.04705810546874,\n              42.004407212963585\n            ],\n            [\n              -111.04705810546874,\n              43.068887774169625\n            ],\n            [\n              -112.90924072265625,\n              43.068887774169625\n            ],\n            [\n              -112.90924072265625,\n              42.004407212963585\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db66726f","contributors":{"authors":[{"text":"Seitz, Harold R.","contributorId":61814,"corporation":false,"usgs":true,"family":"Seitz","given":"Harold","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201909,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Norvitch, Ralph F.","contributorId":65456,"corporation":false,"usgs":true,"family":"Norvitch","given":"Ralph","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":201910,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29645,"text":"wri7854 - 1979 - Evaluation of a digital model for estuarine water quality simulation in waste allocation studies","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri7854","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-54","title":"Evaluation of a digital model for estuarine water quality simulation in waste allocation studies","docAbstract":"Hydrologic and water-quality data were collected on 4 estuaries in Pasco, Citrus, and Pinellas Counties, Florida, to evaluate modeling results. Current and predicted waste loading of the four estuaries was simulated by use of a two-dimensional steady-state, intertidal-condition model. Concentrations of DO, carbonaceous and nitrogenous BOD, and chloride were simulated as averages over a tidal cycle. General equations for the model are based on the law of conservation of mass. Assumption of steady-state required that water-quality data for calibration be averaged over an appropriate time cycle with respect to volume and cross-section. Diurnal DO fluctuation was determined in 2 estuaries for evaluating the influence of photosynthesis and respiration. The estuary model is best applied by calibrating it for a particular set of observed conditions, and then using this calibrated model for sensitivity analyses without attempting to verify the chosen parameter values against a second set of conditions. Sensitivity analyses included dispersion coefficient , decay rates, photosynthesis, and respiration. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/wri7854","usgsCitation":"Seaburn, G., Jennings, M.E., and Merritt, M.L., 1979, Evaluation of a digital model for estuarine water quality simulation in waste allocation studies: U.S. Geological Survey Water-Resources Investigations Report 78-54, v, 50 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7854.","productDescription":"v, 50 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":95774,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0054/report.pdf","size":"2819","linkFileType":{"id":1,"text":"pdf"}},{"id":159471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0054/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf26","contributors":{"authors":[{"text":"Seaburn, G.E.","contributorId":42193,"corporation":false,"usgs":true,"family":"Seaburn","given":"G.E.","email":"","affiliations":[],"preferred":false,"id":201877,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jennings, Marshall E.","contributorId":55813,"corporation":false,"usgs":true,"family":"Jennings","given":"Marshall","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":201878,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Merritt, Michael L.","contributorId":29392,"corporation":false,"usgs":true,"family":"Merritt","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201876,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29207,"text":"wri78137 - 1979 - Floods in Georgia, magnitude and frequency: Techniques for estimating the magnitude and frequency of floods in Georgia with compilation of flood data through 1974","interactions":[],"lastModifiedDate":"2021-05-18T22:47:16.612167","indexId":"wri78137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-137","title":"Floods in Georgia, magnitude and frequency: Techniques for estimating the magnitude and frequency of floods in Georgia with compilation of flood data through 1974","docAbstract":"Regional relations are defined for estimating the magnitude and frequency of floods having recurrence intervals of 2, 5, 10, 25, 50, and 100 years on streams with natural flow in Georgia. Multiple-regression analyses were used to define the relationship between the flood-discharge frequency of annual peak discharges for streams draining 0.1 to 1,000 square miles and 10 climatological and physical basin characteristics. The analyses indicate that the drainage area of the basin is the most significant characteristic. Five regions having distinct flood-discharge frequency characteristics are delineated. Individual relations of flood magnitude and frequency to drainage area are given for parts of the main stems of the major rivers without significant regulation draining more than 1,000 square miles. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78137","usgsCitation":"Price, M., 1979, Floods in Georgia, magnitude and frequency: Techniques for estimating the magnitude and frequency of floods in Georgia with compilation of flood data through 1974: U.S. Geological Survey Water-Resources Investigations Report 78-137, vi, 269 p., https://doi.org/10.3133/wri78137.","productDescription":"vi, 269 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":159093,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0137/report-thumb.jpg"},{"id":382935,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0137/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e708b","contributors":{"authors":[{"text":"Price, McGlone","contributorId":42964,"corporation":false,"usgs":true,"family":"Price","given":"McGlone","email":"","affiliations":[],"preferred":false,"id":201147,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30520,"text":"wri7978 - 1979 - Sediment discharge in the Santa Clara River Basin, Ventura and Los Angeles Counties, California","interactions":[],"lastModifiedDate":"2020-11-02T17:02:02.031659","indexId":"wri7978","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-78","title":"Sediment discharge in the Santa Clara River Basin, Ventura and Los Angeles Counties, California","docAbstract":"<p><span>Sediment </span><span>data </span><span>collected </span><span>in </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>basin </span><span>during </span><span>the </span><span>1967-75 </span><span>water </span><span>years </span><span>were </span><span>analyzed </span><span>to </span><span>determine </span><span>the </span><span>particle </span><span>size </span><span>and </span><span>quantity </span><span>of </span><span>sediment </span><span>transported </span><span>past </span><span>three </span><span>gaging </span><span>stations. </span><span>The </span><span>total </span><span>sediment </span><span>discharge </span><span>of </span><span>the </span><span>basin, </span><span>computed </span><span>from </span><span>records </span><span>of </span><span>Santa </span><span>Clara </span><span>River </span><span>at </span><span>Montalvo </span><span>for </span><span>water </span><span>years </span><span>1968-75, </span><span>was </span><span>63 </span><span>. 5 </span><span>million </span><span>tons, </span><span>of </span><span>which </span><span>59.5 </span><span>million </span><span>tons </span><span>was </span><span>carried </span><span>in </span><span>suspension </span><span>and </span><span>an </span><span>estimated </span><span>4 </span><span>million </span><span>tons </span><span>was </span><span>transported </span><span>as </span><span>unsampled </span><span>sediment </span><span>discharge. </span><span>About </span><span>17. </span><span>7 </span><span>million </span><span>tons, </span><span>or </span><span>28 </span><span>percent </span><span>of </span><span>the </span><span>total </span><span>sediment </span><span>discharge, </span><span>was </span><span>coarse </span><span>sediment </span><span>(particles </span><span>larger </span><span>than </span><span>O. </span><span>062 </span><span>millimeter). </span></p><p><span>Most of the sediment was transported during only a few days of floodflow each year. During the 1968-75 water years, approximately 55 percent of the total sediment was transported in 2 days and 92 percent was transported in 53 days. </span></p><p><span>The </span><span>long-term </span><span>(1928-75) </span><span>average </span><span>annual </span><span>sediment </span><span>discharge </span><span>of </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>at </span><span>Montalvo </span><span>is </span><span>estimated </span><span>at </span><span>3.67 </span><span>million </span><span>tons. </span><span>Of </span><span>that </span><span>quantity, </span><span>2.58 </span><span>million </span><span>tons </span><span>consisted </span><span>of </span><span>fine </span><span>sediment </span><span>and </span><span>1.09 </span><span>million </span><span>tons </span><span>consisted </span><span>of </span><span>coarse </span><span>sediment. </span></p><p><span>A </span><span>sediment </span><span>budget </span><span>for </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>basin </span><span>was </span><span>estimated </span><span>for </span><span>sediment </span><span>discharges </span><span>under </span><span>both </span><span>natural </span><span>and </span><span>actual </span><span>conditions. </span><span>The </span><span>major </span><span>difference </span><span>between </span><span>natural </span><span>and </span><span>actual </span><span>sediment </span><span>discharges </span><span>of </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>basin </span><span>is </span><span>the </span><span>sediment </span><span>intercepted </span><span>upstream </span><span>from </span><span>Lake </span><span>Piru. </span><span>The </span><span>combined </span><span>trap </span><span>efficiency </span><span>of </span><span>Lake </span><span>Piru </span><span>and </span><span>Pyramid </span><span>Lake </span><span>approaches </span><span>100 </span><span>percent. </span><span>Sediment </span><span>deposited </span><span>in </span><span>these </span><span>reservoirs </span><span>resulted </span><span>in </span><span>about </span><span>a </span><span>6-percent </span><span>reduction </span><span>of </span><span>sediment </span><span>to </span><span>the </span><span>Santa </span><span>Clara </span><span>River </span><span>basin </span><span>during </span><span>the </span><span>historical </span><span>period </span><span>(1928-75) </span><span>and </span><span>a </span><span>12-percent </span><span>reduction </span><span>during </span><span>the </span><span>period </span><span>most </span><span>affected </span><span>by </span><span>dams </span><span>(1953-75). </span><span>Sediment </span><span>losses </span><span>to </span><span>the </span><span>basin </span><span>by </span><span>gravel </span><span>mining, </span><span>diversion </span><span>of </span><span>flows, </span><span>and </span><span>interception </span><span>of </span><span>sediment </span><span>in </span><span>the </span><span>Castaic </span><span>Creek </span><span>basin </span><span>resulted </span><span>in </span><span>additional </span><span>reductions </span><span>of </span><span>2 </span><span>percent </span><span>during </span><span>the </span><span>period </span><span>1928-75 </span><span>and </span><span>4 </span><span>percent </span><span>during </span><span>the </span><span>period </span><span>1953-75.</span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7978","collaboration":"Prepared in cooperation with Ventura County Flood Control District, United Water Conservation District, and California Department of Boating and Waterways","usgsCitation":"Williams, R.P., 1979, Sediment discharge in the Santa Clara River Basin, Ventura and Los Angeles Counties, California: U.S. Geological Survey Water-Resources Investigations Report 79-78, v, 51 p., https://doi.org/10.3133/wri7978.","productDescription":"v, 51 p.","costCenters":[],"links":[{"id":159680,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0078/report-thumb.jpg"},{"id":380046,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0078/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Los Angeles County, Ventura County","otherGeospatial":"Santa Clara River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.34997558593749,\n              34.18226973974575\n            ],\n            [\n              -118.15521240234376,\n              34.18226973974575\n            ],\n            [\n              -118.15521240234376,\n              34.73484137177769\n            ],\n            [\n              -119.34997558593749,\n              34.73484137177769\n            ],\n            [\n              -119.34997558593749,\n              34.18226973974575\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e486be4b07f02db50a9e6","contributors":{"authors":[{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":203391,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29551,"text":"wri78118 - 1979 - Ground-water conditions and potential for artificial recharge in Lucerne Valley, San Bernardino County, California","interactions":[],"lastModifiedDate":"2017-07-11T10:50:55","indexId":"wri78118","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-118","title":"Ground-water conditions and potential for artificial recharge in Lucerne Valley, San Bernardino County, California","docAbstract":"<p>The water level in two areas of Lucerne Valley has declined more than 100 feet since 1917, including 60 feet from 1954 to 1976. These declines are the result of pumping for the irrigation of alfalfa. The lowering of water levels has caused many shallow domestic wells to go dry. </p><p>Well yields in the valley generally are between 10 and 1,000 gallons per minute. About 240,000 acre-feet of ground water was extracted between 1950 and 1976. About 1,750,000 acre-feet remains in storage. </p><p>Water of poor quality underlies the valley around Lucerne Lake. There was no definable movement of this water from 1954 to 1976, but the possibility exists for future movement toward centers of pumping. </p><p>Lucerne Valley may be hydrologically suitable for artificial-recharge operations. Preliminary data suggest an area in T. 4 N., R. 1 E. as suitable for artificial recharge that would benefit most of the areas affected by the water-level declines. Detailed investigation is needed before recharge operations are begun.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78118","collaboration":"Prepared in cooperation with the Mohave Water Agency","usgsCitation":"Schaefer, D.H., 1979, Ground-water conditions and potential for artificial recharge in Lucerne Valley, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 78-118, iv, 37 p., https://doi.org/10.3133/wri78118.","productDescription":"iv, 37 p.","numberOfPages":"48","costCenters":[],"links":[{"id":343482,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0118/wri78118.pdf","text":"Report","size":"3 MB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 78-118"},{"id":159953,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0118/coverthb.jpg"}],"country":"United States","state":"California","county":"San 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Bernardino\",\"state\":\"CA\"}}]}","tableOfContents":"<ul><li>Abstract<br></li><li>Introduction<br></li><li>Ground-water subbasins and geology<br></li><li>Occurrence, movement, and use of ground water<br></li><li>Ground-water quality<br></li><li>Water-level declines and associated problems<br></li><li>Potential for artificial recharge to alleviate water-level declines<br></li><li>Future investigations<br></li><li>Summary and conclusions<br></li><li>References cited<br></li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d31e","contributors":{"authors":[{"text":"Schaefer, Donald H.","contributorId":77507,"corporation":false,"usgs":true,"family":"Schaefer","given":"Donald","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201705,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29230,"text":"wri7991 - 1979 - Effect of Surface Coal Mining on the Hydrology of Crooked and Turkey Creek Basins, Jefferson County, Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri7991","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-91","title":"Effect of Surface Coal Mining on the Hydrology of Crooked and Turkey Creek Basins, Jefferson County, Alabama","docAbstract":"Streamflow, sediment yield, and water quality were monitored from October 1975 through May 1977 to determine the impact of surface coal mining on the hydrology of Crooked and Turkey Creek basins in Jefferson County, Alabama. The basins are in the northeast part of the Warrior coal field. Coal is and has been mined from the Blue Creek, Mary Lee, and and Newcastel coal beds in the Mary Lee group. Results show water-quality degradation, increased sediment yields, and increased low flow in most tributaries draining mined areas. The impact of mine drainage and sediment yield from mined subbasins on water in the main stem of Turkey Creek was small due to the alkalinity of the water in the creek and to dilution ratios that ranged from 1:30 to 1:300. Mine drainage has affected the quality of water in Crooked Creek. The dissolved solids concentration in water downstream from the mined areas was as much as 7 times greater than that in water in unmined parts of the basin. The sediment yield to Crooked Creek was lower in the mined area than in the unmined segment of the stream. The lower yield is due, in part, to the trapping of sediment in sediment ponds in the mines and in a swamp downstream from the mines. (USGS)","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri7991","usgsCitation":"Puente, C., and Newton, J.G., 1979, Effect of Surface Coal Mining on the Hydrology of Crooked and Turkey Creek Basins, Jefferson County, Alabama: U.S. Geological Survey Water-Resources Investigations Report 79-91, vi, 39 p., https://doi.org/10.3133/wri7991.","productDescription":"vi, 39 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":92273,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0091/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159115,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0091/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db6257ac","contributors":{"authors":[{"text":"Puente, Celso","contributorId":36140,"corporation":false,"usgs":true,"family":"Puente","given":"Celso","email":"","affiliations":[],"preferred":false,"id":201185,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Newton, John G.","contributorId":22323,"corporation":false,"usgs":true,"family":"Newton","given":"John","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201184,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28667,"text":"wri78142 - 1979 - Water quality of selected streams in the coal area of east-central Montana","interactions":[],"lastModifiedDate":"2019-11-12T14:37:32","indexId":"wri78142","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-142","title":"Water quality of selected streams in the coal area of east-central Montana","docAbstract":"In October 1975 the U.S. Geological Survey established a network of nine data-collection stations on eight streams in Montana to monitor water quality in potential coal-mining areas. The report summarizes and evaluates the water-quality data that have been collected during the first 2 years (3 years for 1 station) of network operation. Big Dry Creek, Little Dry Creek, Timber Creek , and Nelson Creek are the principal streams forming the Big Dry Creek basin, which is tributary to the Missouri River. These streams all contain water of the sodium sulfate type. Concentrations were high for dissolved solids (433-4,570 mg/L) and generally low for nutrients and trace elements. Prairie Elk Creek, Sand Creek, and the Redwater River flow directly into the Missouri River. Prairie Elk and Sand Creeks have mainly sodium bicarbonate water, whereas the Redwater River is predominately sodium sulfate water. All three streams contained water of high dissolved-solids concentration (160-3,370 mg/L) and generally low nutrient and trace-element concentrations. Burns Creek is tributary to the Yellowstone River. The water type is generally sodium sulfate during the spring and summer and sodium bicarbonate during the fall and winter. Water from Burns Creek ranged from 382 to 1,420 mg/L dissolved solids. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78142","usgsCitation":"McKinley, P.W., 1979, Water quality of selected streams in the coal area of east-central Montana: U.S. Geological Survey Water-Resources Investigations Report 78-142, v, 49 p. , https://doi.org/10.3133/wri78142.","productDescription":"v, 49 p. ","costCenters":[],"links":[{"id":369139,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0142/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158345,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0142/report-thumb.jpg"}],"country":"United States","state":"Montana","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.2919921875,\n              46.09609080214316\n            ],\n            [\n              -106.380615234375,\n              46.09609080214316\n            ],\n            [\n              -106.380615234375,\n              47.368594345213374\n            ],\n            [\n              -109.2919921875,\n              47.368594345213374\n            ],\n            [\n              -109.2919921875,\n              46.09609080214316\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49b4e4b07f02db5ca885","contributors":{"authors":[{"text":"McKinley, P. W.","contributorId":16414,"corporation":false,"usgs":true,"family":"McKinley","given":"P.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200199,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29260,"text":"wri78120 - 1979 - Ground water in Dale Valley, New York","interactions":[],"lastModifiedDate":"2013-02-28T07:58:15","indexId":"wri78120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-120","title":"Ground water in Dale Valley, New York","docAbstract":"Dale Valley is a broad valley segment, enlarged by glacial erosion, at the headwaters of Little Tonawanda Creek near Warsaw , New York. A thin, shallow alluvial aquifer immediately underlies the valley floor but is little used. A deeper gravel aquifer, buried beneath many feet of lake deposits, is tapped by several industrial wells. A finite-difference digital model treated the deep aquifer as two-dimensional with recharge and discharge through a confining layer. It was calibrated by simulating (1) natural conditions, (2) an 18-day aquifer test, and (3) 91 days of well-field operation. Streamflow records and model simulations suggest that in moderately wet years such as 1974, a demand of 750 gallons per minute could be met by withdrawal from the creek and from the aquifer without excessive drawdown at production wells or existing domestic wells. With reasonable but unverified model adjustments to simulate an unusually dry year, the model predicts that a demand of 600 gallons per minute could be met from the same sources. Water high in chloride has migrated from bedrock into parts of the deep aquifer. Industrial pumpage, faults in the bedrock, and the natural flow system may be responsible. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri78120","usgsCitation":"Randall, A.D., 1979, Ground water in Dale Valley, New York: U.S. Geological Survey Water-Resources Investigations Report 78-120, vi, 85 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri78120.","productDescription":"vi, 85 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":158285,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268529,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0120/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66db4a","contributors":{"authors":[{"text":"Randall, Allan D. arandall@usgs.gov","contributorId":1168,"corporation":false,"usgs":true,"family":"Randall","given":"Allan","email":"arandall@usgs.gov","middleInitial":"D.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201234,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30597,"text":"wri7976 - 1979 - Bibliography of geology and hydrology, eastern New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:12","indexId":"wri7976","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-76","title":"Bibliography of geology and hydrology, eastern New Mexico","docAbstract":"The High Plains of the eastern New Mexico region are recognized as an abundant and varied source of natural resources. The bibliography of over 1,900 references concerned with geology, hydrology, chemistry, and geography has been compiled to assist physical science researchers in their study of this region. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7976","usgsCitation":"Wright, A.F., 1979, Bibliography of geology and hydrology, eastern New Mexico: U.S. Geological Survey Water-Resources Investigations Report 79-76, iv, 170 p. :maps ;27 cm., https://doi.org/10.3133/wri7976.","productDescription":"iv, 170 p. :maps ;27 cm.","costCenters":[],"links":[{"id":95850,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0076/report.pdf","size":"59556","linkFileType":{"id":1,"text":"pdf"}},{"id":161422,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0076/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4814e4b07f02db4dac47","contributors":{"authors":[{"text":"Wright, Ann Finley","contributorId":99196,"corporation":false,"usgs":true,"family":"Wright","given":"Ann","email":"","middleInitial":"Finley","affiliations":[],"preferred":false,"id":203514,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29277,"text":"wri7927 - 1979 - Estimating the gas and dye quantities for modified tracer technique measurements of stream reaeration coefficients","interactions":[],"lastModifiedDate":"2019-11-14T14:50:03","indexId":"wri7927","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-27","title":"Estimating the gas and dye quantities for modified tracer technique measurements of stream reaeration coefficients","docAbstract":"Measuring the reaeration coefficient of a stream with a modified tracer technique has been accomplished by injecting either ethylene or ethylene and propane together and a rhodamine-WT dye solution into the stream. The movement of the tracers through the stream reach after injection is described by a one-dimensional diffusion equation. The peak concentrations of the tracers at the downstream end of the reach depend on the concentrations of the tracers in the stream at the injection site, the longitudinal dispersion coefficient, the mean water velocity, the length of the reach, and the duration of the injection period. The downstream gas concentrations also depend on the gas desorption coefficients of the reach. The concentrations of the tracer gases in the stream at the injection site depend on the flow rates of the gases through the injection diffusers, the efficiency of the gas absorption process, and the stream discharge. The concentration of dye in the stream at the injection site depends on the flow rate of the dye solution, the concentration of the dye solution, and the stream discharge. Equations for estimating the gas flow rates, the quantities of the gases, the dye concentration, and the quantity of dye together with procedures for determining the variables in these equations are presented. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7927","usgsCitation":"Rathbun, R.E., 1979, Estimating the gas and dye quantities for modified tracer technique measurements of stream reaeration coefficients: U.S. Geological Survey Water-Resources Investigations Report 79-27, viii, 42 p. , https://doi.org/10.3133/wri7927.","productDescription":"viii, 42 p. ","costCenters":[],"links":[{"id":369231,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0027/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158323,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0027/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc6f8","contributors":{"authors":[{"text":"Rathbun, R. E.","contributorId":61796,"corporation":false,"usgs":true,"family":"Rathbun","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":201263,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}