A hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project in Morgan County, Colo., was made with the aid of three digital computer models: A canal-distribution model, a ground-water flow model, and a stream-aquifer model. Statistical summaries of probable diversions from the South Platte River based on a 27-year period of historical flows indicate that an average-annual diversion of 96,000 acre-feet and a median-annual diversion of 43,000 acre-feet would be available. Diversions would sustain water in ponds for waterfowl habitat for an average of about five months per year, with a miximum pond surface area of about 300 acres with the median diversions and a maximum pond surface area of about 1,250 acres at least one-half of the years with the historic diversions. If the annual diversion were 43,000 acre-feet, recharge to the two alluvial aquifers would raise water levels sufficiently to create flowing streams in the channels of Beaver and Badger Creeks while allowing an increase in current ground-water pumping. The only area of significant waterlogging would be along the proposed delivery canal on the west edge of Badger Creek valley. If the total water available were diverted, the aquifer system could not transmit the water fast enough to the irrigation areas to avoid considerable waterlogging in the recharge areas. The impact of the proposed project on the South Platte River basin would be minimal once the ground-water system attained steady-state conditions, but that may take decades with a uniform diversion of the 43,000 acre-feet annually.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8046","usgsCitation":"Burns, A.W., 1980, Hydrologic analysis of the proposed Badger-Beaver Creeks artificial-recharge project: Morgan County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 80-46, vi, 88 p., https://doi.org/10.3133/wri8046.","productDescription":"vi, 88 p.","costCenters":[],"links":[{"id":394283,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35413.htm"},{"id":55210,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0046/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119127,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0046/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Morgan County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -103.933,\n 40\n ],\n [\n -103.5,\n 40\n ],\n [\n -103.5,\n 40.25\n ],\n [\n -103.933,\n 40.25\n ],\n [\n -103.933,\n 40\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611906","contributors":{"authors":[{"text":"Burns, Alan W.","contributorId":41419,"corporation":false,"usgs":true,"family":"Burns","given":"Alan","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196349,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48620,"text":"ofr801292 - 1980 - Summary of hydrologic data for the East Everglades, Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:39","indexId":"ofr801292","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1292","title":"Summary of hydrologic data for the East Everglades, Dade County, Florida","docAbstract":"The East Everglades area in south-central Dade County, Fla., occupies approximately 240 square miles. The area is flat and low lying with elevations ranging from sea level in the southeast part to 10 feet at Chekika Hammock with an average elevation of about 6 feet. Rainfall in the area averages 57.9 inches a year with about 80% of the total falling during the May to October wet season. There is some residential development and farming in the east-central part of the area where land elevations are slightly higher. Pressure by agricultural, commerical, and housing interests to develop the area is increasing. Historically, most of the area was flooded for extended periods of time. The construction of canals, levees, and controls has lowered the average water levels of the area. This has reduced the extent and decreased the time of flooding. Long-term hydrographs show graphically the effects that the water control works have had on the hydrologic system. The change in discharge into the north end of the East Everglades through the Tamiami Canal outlets, Levees 30 to 67A, due to construction is very pronounced. Maps showing the altitude of the water table for wet and dry periods indicate that Levee 67 Extended Canal greatly influences the water levels and shape of the water-table contours in the northwestern part of the East Everglades. (USGS)","language":"ENGLISH","doi":"10.3133/ofr801292","usgsCitation":"Schneider, J.J., and Waller, B.G., 1980, Summary of hydrologic data for the East Everglades, Dade County, Florida: U.S. Geological Survey Open-File Report 80-1292, 1 v., 89 p. : ill., maps ; 28 cm., https://doi.org/10.3133/ofr801292.","productDescription":"1 v., 89 p. : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":173234,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b03e4b07f02db698dd8","contributors":{"authors":[{"text":"Schneider, James J.","contributorId":22356,"corporation":false,"usgs":true,"family":"Schneider","given":"James","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waller, Bradley G.","contributorId":83492,"corporation":false,"usgs":true,"family":"Waller","given":"Bradley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":237871,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48606,"text":"ofr801184 - 1980 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1978","interactions":[],"lastModifiedDate":"2017-06-14T11:34:35","indexId":"ofr801184","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1184","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1978","docAbstract":"This report contains rainfall and runoff data collected during the 1978 water year for drainage basins in the Houston, Tex., metropolitan area. The information will be useful in determining the extent to which progressive urbanization will affect the yield and mode of occurrence of storm runoff. Rainfall-runoff computations are presented for three storm periods during the 1978 water year. (USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801184","usgsCitation":"Hutchison, J., and Weigel, J.F., 1980, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1978: U.S. Geological Survey Open-File Report 80-1184, 184 p., https://doi.org/10.3133/ofr801184.","productDescription":"184 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":173733,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_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 -95.36819458007811,\n 30.039377605001338\n ],\n [\n -95.42587280273438,\n 30.039377605001338\n ],\n [\n -95.49179077148438,\n 30.03462216002981\n ],\n [\n -95.56320190429686,\n 30.0262995822237\n ],\n [\n -95.62774658203125,\n 30.001327656702326\n ],\n [\n -95.73348999023438,\n 29.969211659636663\n ],\n [\n -95.83648681640624,\n 29.92756435779241\n ],\n [\n -95.87493896484374,\n 29.888280933159265\n ],\n [\n -95.86257934570312,\n 29.80251790576445\n ],\n [\n -95.86944580078125,\n 29.75364773335698\n ],\n [\n -95.8447265625,\n 29.69640358280457\n ],\n [\n -95.79940795898438,\n 29.672542219068987\n ],\n [\n -95.69641113281249,\n 29.630771207229\n ],\n [\n -95.63186645507812,\n 29.60092416008231\n ],\n [\n -95.51513671875,\n 29.57106827738255\n ],\n [\n -95.40252685546875,\n 29.511330027309146\n ],\n [\n -95.28030395507812,\n 29.485034019181064\n ],\n [\n -95.17730712890625,\n 29.482643134466617\n ],\n [\n -95.086669921875,\n 29.499378142743375\n ],\n [\n -94.99740600585938,\n 29.532839863453397\n ],\n [\n -94.95483398437499,\n 29.551955878093022\n ],\n [\n -94.9493408203125,\n 29.604506272365295\n ],\n [\n -94.96719360351562,\n 29.653449050468925\n ],\n [\n -94.9822998046875,\n 29.680894340704334\n ],\n [\n -95.01800537109374,\n 29.71787396585316\n ],\n [\n -95.0372314453125,\n 29.744109309616487\n ],\n [\n -95.06881713867188,\n 29.76556948666697\n ],\n [\n -95.06744384765625,\n 29.797751134173065\n ],\n [\n -95.07705688476562,\n 29.837070205715218\n ],\n [\n -95.10314941406249,\n 29.871610558533725\n ],\n [\n -95.1361083984375,\n 29.925183985247404\n ],\n [\n -95.15396118164062,\n 29.972780616663897\n ],\n [\n -95.14572143554688,\n 29.997759725578906\n ],\n [\n -95.185546875,\n 30.01916538794235\n ],\n [\n -95.2294921875,\n 30.02511058549258\n ],\n [\n -95.2789306640625,\n 30.029866486852946\n ],\n [\n -95.33660888671875,\n 30.032244351965684\n ],\n [\n -95.36819458007811,\n 30.039377605001338\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c3c5","contributors":{"authors":[{"text":"Hutchison, J.S.","contributorId":104558,"corporation":false,"usgs":true,"family":"Hutchison","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":237851,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weigel, J. F.","contributorId":74394,"corporation":false,"usgs":true,"family":"Weigel","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":237850,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48632,"text":"ofr802044 - 1980 - Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin","interactions":[],"lastModifiedDate":"2016-08-09T13:17:35","indexId":"ofr802044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-2044","title":"Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin","docAbstract":"The U.S. Department of Energy is considering the feasibility of using salt domes in the northeast Texas salt-dome basin as repositories for radioactive wastes that may require complete confinement for as much as 250,000 years. Four of fourteen known shallow piercement salt domes within the basin--Keechi, Mount Sylvan, Oakwood, and Palestine Salt Domes—have been selected as candidate domes for further study and possible selection as storage sites.
\nThe salt within these domes has penetrated as much as 20,000 feet of Mesozoic and Cenozoic strata, and presently .extends to within 120 to 800 feet of the land surface. The salt penetrates or closely underlies major freshwater and salinewater aquifers within the basin. To provide a safe repository for radioactive wastes within one or more of these domes, a thorough understanding of the geohydrology needs to be obtained, and the hydrologic stability of the domes needs to be established for the expected life of the storage facility.
\nDissolution may exist at all four candidate salt domes, possibly through contact with Cretaceous or Tertiary aquifers, or through fault systems in the vicinity of the domes. Strata overlying and surrounding Palestine and Keechi Salt Domes have been arched into steeply-dipping folds that are complexly faulted. Similar conditions exist at Oakwood and Mount Sylvan Domes, except that the Tertiary strata have been only moderately disturbed.
\nCap rock, which is generally accepted to be an indication of salt dissolution, is present in varying amounts over all four domes. Salinewater has been reported at the surface at all candidate domes except Oakwood, but only two water wells near the domes yield water containing possible anomalous concentrations of dissolved chloride--one at Keechi and one at Oakwood. Possible subsurface plumes of salinewater, which are indications of instability, exist at all four domes.
\nAdditional problems concerning the hydrologic stability of Oakwood and Palestine Salt Domes have resulted from the disposal of oil-field salinewater in the cap rock at the Oakwood Dome and previous solution mining of salt at the Palestine Dome Additional investigations are needed to determine if a selected dome is hydrologically stable. Needed investigations include: (1) A more complete comparative analysis of the regional and local geohydrologic system; (2) a site-specific drilling and sampling program to analyze the cap rock-aquifer boundary, sediment distribution, hydraulic-parameter variations, hydraulic-head relationships, and hydrochemical patterns; and (3) mass-transport computer modeling of ground-water flow at the domes.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr802044","usgsCitation":"Carr, J.E., Halasz, S.J., and Peters, H.B., 1980, Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin: U.S. Geological Survey Open-File Report 80-2044, Report: iv, 39 p.; 17 Plates, https://doi.org/10.3133/ofr802044.","productDescription":"Report: iv, 39 p.; 17 Plates","numberOfPages":"43","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":171965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/2044/report-thumb.jpg"},{"id":85455,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85456,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85457,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85458,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85459,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/2044/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85444,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85445,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85446,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85460,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85447,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85448,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85449,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85450,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85451,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85452,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85453,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85454,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8944","contributors":{"authors":[{"text":"Carr, Jerry E.","contributorId":47758,"corporation":false,"usgs":true,"family":"Carr","given":"Jerry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237898,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Halasz, Stephen J.","contributorId":24015,"corporation":false,"usgs":true,"family":"Halasz","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237897,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, Henry B.","contributorId":72854,"corporation":false,"usgs":true,"family":"Peters","given":"Henry","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":237899,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24845,"text":"ofr80564 - 1980 - Planning report for the southwest alluvial basins (east) regional aquifer-system analysis, parts of Colorado, New Mexico, and Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:13","indexId":"ofr80564","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-564","title":"Planning report for the southwest alluvial basins (east) regional aquifer-system analysis, parts of Colorado, New Mexico, and Texas","docAbstract":"The study of the Southwest alluvial basins (east) will involve an analysis of the regional aquifer system in parts of Colorado, New Mexico, and Texas. This area has been divided into 22 basins. The study of the alluvial aquifer-system will be made in the following stages: (1) project planning, (2) literature searches, (3) compiling existing data, (4) data collection, (5) basin modeling, (6) regional aquifer modeling, and (7) reports. The regional aquifer study will be accomplished through studying each of the 22 basins. Data compilation and limited data collection will be part of each basin study. Digital computer models will be made for those basins where data are sufficient. A regional aquifer model will be developed from the basin models. In addition to this report, there will be basin hydrology reports and the final regional report. Included in the final report will be a description of the regional hydrology and geology. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division ;\r\nFor sale by Open-file Services Section, Branch of Distribution, U.S. Geological Survey,","doi":"10.3133/ofr80564","issn":"0094-9140","usgsCitation":"Wilkins, D.W., Scott, W.B., and Kaehler, C., 1980, Planning report for the southwest alluvial basins (east) regional aquifer-system analysis, parts of Colorado, New Mexico, and Texas: U.S. Geological Survey Open-File Report 80-564, iv, 43 p. ill. ;28 cm., https://doi.org/10.3133/ofr80564.","productDescription":"iv, 43 p. ill. ;28 cm.","costCenters":[],"links":[{"id":157126,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0564/report-thumb.jpg"},{"id":53845,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0564/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68535f","contributors":{"authors":[{"text":"Wilkins, D. W.","contributorId":97471,"corporation":false,"usgs":true,"family":"Wilkins","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":192675,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, W. B.","contributorId":87887,"corporation":false,"usgs":true,"family":"Scott","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":192674,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kaehler, C. A.","contributorId":59469,"corporation":false,"usgs":true,"family":"Kaehler","given":"C. A.","affiliations":[],"preferred":false,"id":192673,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":23521,"text":"ofr80567 - 1980 - Chemical and microbiological monitoring of a sole-source aquifer intended for artificial recharge, Nassau County, New York","interactions":[],"lastModifiedDate":"2013-02-28T13:03:42","indexId":"ofr80567","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-567","title":"Chemical and microbiological monitoring of a sole-source aquifer intended for artificial recharge, Nassau County, New York","docAbstract":"In late 1980, approximately 4 million gallons per day of highly treated wastewater will be used to recharge the groundwater reservoir in central Nassau County through a system of 10 recharge basins and 5 shallow injection wells. To evaluate the impact of large-scale recharge with reclaimed water on groundwater quality, the U.S. Geological Survey has collected hydrologic and water-quality data from a 1-square-mile area around the recharge site to provide a basis for future comparison. Extensive chemical and microbiological analyses are being made on samples from 48 wells screened in the upper glacial (water-table) aquifer and the upper part of the underlying Magothy (public-supply) aquifer. Preliminary results indicate that water from the upper glacial aquifer contains significant concentrations of nitrate and low-molecular-weight chlorinated hydrocarbons and detectable concentrations of organochlorine insecticides and polychlorinated biphenyls. At present, no fecal contamination is evident in either aquifer in the area studied. In the few samples containing fecal indicator bacteria, the numbers were low. Nonpoint sources provide significant loads of organic and inorganic compounds; major sources include cesspool and septic-tank effluent, cesspool and septic-tank cleaners and other over-the-counter domestic organic solvents, fertilizers, insecticides for termite and other pest control, and stormwater runoff to recharge basins. The water-table aquifer is composed mainly of stratified, well-sorted sand and gravel and, as a result, is highly permeable. In the 1-square-mile area studied, some contaminants seem to have traveled 200 feet downward to the bottom of the water-table aquifer and into the upper part of the public-supply aquifer. (USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr80567","issn":"0094-9140","usgsCitation":"Katz, B.G., and Mallard, G.E., 1980, Chemical and microbiological monitoring of a sole-source aquifer intended for artificial recharge, Nassau County, New York: U.S. Geological Survey Open-File Report 80-567, iv, 21 p. ill. ;28 cm., https://doi.org/10.3133/ofr80567.","productDescription":"iv, 21 p. ill. ;28 cm.","costCenters":[],"links":[{"id":155682,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268560,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0567/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e4876","contributors":{"authors":[{"text":"Katz, Brian G. bkatz@usgs.gov","contributorId":1093,"corporation":false,"usgs":true,"family":"Katz","given":"Brian","email":"bkatz@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":190248,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mallard, Gail E.","contributorId":46556,"corporation":false,"usgs":true,"family":"Mallard","given":"Gail","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":190249,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68003,"text":"ha636 - 1980 - Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Orange Beach quadrangle, Alabama","interactions":[],"lastModifiedDate":"2022-02-02T22:49:54.607341","indexId":"ha636","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"636","title":"Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Orange Beach quadrangle, Alabama","docAbstract":"Shown on the Orange Beach topographic map are floodmark elevations and approximate areas flooded by Hurricane Frederic tides of September 12-13, 1979, along the shores of Wolf Bay, Perdido Bay, and Bayou St. John and adjacent areas in the vicinity of Orange Beach, Ala., and along the beaches exposed to the Gulf of Mexico, from Romar Beach, Ala., eastward to Perdido Key, in Florida. Damage from wind and tidal waves was widespread. The greatest damage occurred along Perdido Key in Alabama and Florida where many homes were destroyed and the highway was washed out in several places. Storm-tide frequency and records of annual maximum tides at Mobile, Ala., since 1772, are presented. Offshore winds reached about 160 miles per hour. A wind velocity of about 145 miles per hour was recorded near Dauphin Island, Ala.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha636","usgsCitation":"Scott, J.C., and Bohman, L.R., 1980, Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Orange Beach quadrangle, Alabama: U.S. Geological Survey Hydrologic Atlas 636, 1 Plate: 36.50 × 30.50 inches, https://doi.org/10.3133/ha636.","productDescription":"1 Plate: 36.50 × 30.50 inches","costCenters":[],"links":[{"id":185794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":395325,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16034.htm"},{"id":89247,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/636/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"Alabama","otherGeospatial":"Orange Beach quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.625,\n 30.25\n ],\n [\n -87.5,\n 30.25\n ],\n [\n -87.5,\n 30.375\n ],\n [\n -87.625,\n 30.375\n ],\n [\n -87.625,\n 30.25\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a42c","contributors":{"authors":[{"text":"Scott, John C.","contributorId":21963,"corporation":false,"usgs":true,"family":"Scott","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":277486,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bohman, Larry R. lrbohman@usgs.gov","contributorId":4769,"corporation":false,"usgs":true,"family":"Bohman","given":"Larry","email":"lrbohman@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":277485,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68563,"text":"ha623 - 1980 - Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Chickasaw quadrangle, Alabama","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha623","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"623","title":"Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Chickasaw quadrangle, Alabama","docAbstract":"Shown on a topographic map are floodmark elevations and approximate areas flooded by Hurricane Frederic tides of September 12-13, 1979, along the western side of the Mobile River from about one mile north of Satsuma, Alabama, to Chickasaw, Alabama. Storm-tide frequency and records of annual maximum tides at Mobile, Alabama, since 1772, are presented. Offshore winds reached about 160 miles per hour. A wind-velocity of about 145 miles per hour was recorded near Dauphin Island, Alabama. Extensive wind damage occurred along the Mobile River in addition to minor flood damage to some houses and industrial complexes. (USGS)","language":"ENGLISH","doi":"10.3133/ha623","usgsCitation":"Bohman, L.R., and Scott, J.C., 1980, Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Chickasaw quadrangle, Alabama: U.S. Geological Survey Hydrologic Atlas 623, 1 map : col. ;58 x 50 cm., https://doi.org/10.3133/ha623.","productDescription":"1 map : col. ;58 x 50 cm.","costCenters":[],"links":[{"id":189775,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90191,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/623/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.11749999999999,30.75 ], [ -88.11749999999999,30.8675 ], [ -88,30.8675 ], [ -88,30.75 ], [ -88.11749999999999,30.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a47f","contributors":{"authors":[{"text":"Bohman, Larry R. lrbohman@usgs.gov","contributorId":4769,"corporation":false,"usgs":true,"family":"Bohman","given":"Larry","email":"lrbohman@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":278473,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, John C.","contributorId":21963,"corporation":false,"usgs":true,"family":"Scott","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":278474,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68564,"text":"ha626 - 1980 - Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Coden-Bellefontaine quadrangles, Alabama","interactions":[],"lastModifiedDate":"2022-08-22T20:10:25.492768","indexId":"ha626","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"626","title":"Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Coden-Bellefontaine quadrangles, Alabama","docAbstract":"Floodmark elevations and approximate areas flooded by Hurricane Frederic tides of September 12-13, 1979, along coastal areas of Mobile Bay between Bellefontaine and Point Judith, Alabama, are shown on a topographic map. Storm-tide frequency and records of annual maximum tides at Mobile, Alabama, since 1772, are presented. Offshore winds reached about 160 miles per hour. A wind-velocity of about 145 miles per hour was recorded near Dauphin Island, Alabama. Most of the waterfront improvements in Mobile Bay were either destroyed or heavily damaged. The town of Bayou La Batre, Alabama, was extensively flooded.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha626","usgsCitation":"Bohman, L.R., and Scott, J.C., 1980, Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Coden-Bellefontaine quadrangles, Alabama: U.S. Geological Survey Hydrologic Atlas 626, 1 Plate: 41.94 × 29.68 inches, https://doi.org/10.3133/ha626.","productDescription":"1 Plate: 41.94 × 29.68 inches","costCenters":[],"links":[{"id":90192,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/626/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":189776,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":405404,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16023.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"24000","country":"United States","state":"Alabama","otherGeospatial":"Coden-Bellefontaine quadrangles","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.25,\n 30.375\n ],\n [\n -88.083,\n 30.375\n ],\n [\n -88.083,\n 30.5\n ],\n [\n -88.25,\n 30.5\n ],\n [\n -88.25,\n 30.375\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a483","contributors":{"authors":[{"text":"Bohman, Larry R. lrbohman@usgs.gov","contributorId":4769,"corporation":false,"usgs":true,"family":"Bohman","given":"Larry","email":"lrbohman@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":278475,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, John C.","contributorId":21963,"corporation":false,"usgs":true,"family":"Scott","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":278476,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68565,"text":"ha622 - 1980 - Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Grand Bay quadrangle, Alabama","interactions":[],"lastModifiedDate":"2012-02-10T00:11:11","indexId":"ha622","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"622","title":"Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Grand Bay quadrangle, Alabama","docAbstract":"Shown on a topographic map are floodmark elevations and approximate areas flooded by Hurricane Frederic tides of September 12-13, 1979, along coastal areas of Mississippi Sound from about one mile east of the Alabama-Mississippi State line westward to the Jackson County Airport in Mississippi. Storm-tide frequency and records of annual maximum tides at Mobile, Alabama, since 1772, are presented. Tide elevations in this region were about equal to those produced by Hurricane Betsy in September 1965. Offshore winds reached about 160 miles per hour. A wind-velocity of about 145 miles per hour was recorded near Dauphin Island, Alabama, a few miles southeast of Grand Bay. (USGS)","language":"ENGLISH","doi":"10.3133/ha622","usgsCitation":"Bohman, L.R., and Scott, J.C., 1980, Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Grand Bay quadrangle, Alabama: U.S. Geological Survey Hydrologic Atlas 622, 1 map : col. ;58 x 50 cm., https://doi.org/10.3133/ha622.","productDescription":"1 map : col. ;58 x 50 cm.","costCenters":[],"links":[{"id":189777,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90193,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/622/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.36749999999999,30.3675 ], [ -88.36749999999999,30.5 ], [ -88.25,30.5 ], [ -88.25,30.3675 ], [ -88.36749999999999,30.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a489","contributors":{"authors":[{"text":"Bohman, Larry R. lrbohman@usgs.gov","contributorId":4769,"corporation":false,"usgs":true,"family":"Bohman","given":"Larry","email":"lrbohman@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":278477,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, John C.","contributorId":21963,"corporation":false,"usgs":true,"family":"Scott","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":278478,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68375,"text":"ha642 - 1980 - Water table in the High Plains aquifer in 1978 in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","interactions":[{"subject":{"id":44051,"text":"ofr8050 - 1980 - Water table in the High Plains aquifer in 1978 in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","indexId":"ofr8050","publicationYear":"1980","noYear":false,"title":"Water table in the High Plains aquifer in 1978 in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming"},"predicate":"SUPERSEDED_BY","object":{"id":68375,"text":"ha642 - 1980 - Water table in the High Plains aquifer in 1978 in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","indexId":"ha642","publicationYear":"1980","noYear":false,"title":"Water table in the High Plains aquifer in 1978 in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming"},"id":1}],"lastModifiedDate":"2022-02-09T22:59:31.105224","indexId":"ha642","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"642","title":"Water table in the High Plains aquifer in 1978 in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha642","usgsCitation":"Gutentag, E.D., and Weeks, J., 1980, Water table in the High Plains aquifer in 1978 in parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming: U.S. Geological Survey Hydrologic Atlas 642, 1 Plate: 41.07 × 28.33 inches, https://doi.org/10.3133/ha642.","productDescription":"1 Plate: 41.07 × 28.33 inches","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":185802,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89868,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/642/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":395746,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16041.htm"}],"scale":"2500000","country":"United States","state":"Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, Wyoming","otherGeospatial":"High Plains aquifer","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -106,\n 31.833\n ],\n [\n -96.33,\n 31.833\n ],\n [\n -96.33,\n 43.667\n ],\n [\n -106,\n 43.667\n ],\n [\n -106,\n 31.833\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f00bb","contributors":{"authors":[{"text":"Gutentag, Edwin D.","contributorId":76287,"corporation":false,"usgs":true,"family":"Gutentag","given":"Edwin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":278112,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weeks, John B.","contributorId":36123,"corporation":false,"usgs":true,"family":"Weeks","given":"John B.","affiliations":[],"preferred":false,"id":278111,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68476,"text":"ha589 - 1980 - Hydrology and water resources of the coastal drainage basins of Northeastern Massachusetts, from Castle Neck River, Ipswich, to Mystic River, Boston","interactions":[{"subject":{"id":48331,"text":"ofr77578 - 1977 - Hydrology and water resources of the coastal drainage basins of northeastern Massachusetts : from Castle Neck River, Ipswich, to Mystic River, Boston","indexId":"ofr77578","publicationYear":"1977","noYear":false,"title":"Hydrology and water resources of the coastal drainage basins of northeastern Massachusetts : from Castle Neck River, Ipswich, to Mystic River, Boston"},"predicate":"SUPERSEDED_BY","object":{"id":68476,"text":"ha589 - 1980 - Hydrology and water resources of the coastal drainage basins of Northeastern Massachusetts, from Castle Neck River, Ipswich, to Mystic River, Boston","indexId":"ha589","publicationYear":"1980","noYear":false,"title":"Hydrology and water resources of the coastal drainage basins of Northeastern Massachusetts, from Castle Neck River, Ipswich, to Mystic River, Boston"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:25","indexId":"ha589","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"589","title":"Hydrology and water resources of the coastal drainage basins of Northeastern Massachusetts, from Castle Neck River, Ipswich, to Mystic River, Boston","language":"ENGLISH","doi":"10.3133/ha589","usgsCitation":"Delaney, D.F., and Gay, F.B., 1980, Hydrology and water resources of the coastal drainage basins of Northeastern Massachusetts, from Castle Neck River, Ipswich, to Mystic River, Boston: U.S. Geological Survey Hydrologic Atlas 589, 8 maps :both sides, col. ;85 x l00 cm. or smaller, on 2 sheets 75 x 107 cm., https://doi.org/10.3133/ha589.","productDescription":"8 maps :both sides, col. ;85 x l00 cm. or smaller, on 2 sheets 75 x 107 cm.","costCenters":[],"links":[{"id":188017,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90026,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/589/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90027,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/589/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90028,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/589/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90029,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/589/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.20083333333334,42.333333333333336 ], [ -71.20083333333334,42.700833333333335 ], [ -70.61749999999999,42.700833333333335 ], [ -70.61749999999999,42.333333333333336 ], [ -71.20083333333334,42.333333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604b9d","contributors":{"authors":[{"text":"Delaney, David F.","contributorId":41797,"corporation":false,"usgs":false,"family":"Delaney","given":"David","email":"","middleInitial":"F.","affiliations":[{"id":27261,"text":"U.S. Army Construction Engineering Research Laboratory, Champaig","active":true,"usgs":false}],"preferred":false,"id":278296,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gay, Frederick B.","contributorId":102052,"corporation":false,"usgs":true,"family":"Gay","given":"Frederick","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":278297,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68475,"text":"ha618 - 1980 - Ground-water hydrology of Martha's Vineyard, Massachusetts","interactions":[{"subject":{"id":8543,"text":"ofr79917 - 1979 - Ground-water hydrology of Martha's Vineyard, Massachusetts","indexId":"ofr79917","publicationYear":"1979","noYear":false,"title":"Ground-water hydrology of Martha's Vineyard, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":68475,"text":"ha618 - 1980 - Ground-water hydrology of Martha's Vineyard, Massachusetts","indexId":"ha618","publicationYear":"1980","noYear":false,"title":"Ground-water hydrology of Martha's Vineyard, Massachusetts"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:25","indexId":"ha618","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"618","title":"Ground-water hydrology of Martha's Vineyard, Massachusetts","language":"ENGLISH","doi":"10.3133/ha618","usgsCitation":"Delaney, D.F., 1980, Ground-water hydrology of Martha's Vineyard, Massachusetts: U.S. Geological Survey Hydrologic Atlas 618, 2 maps :col. ;48 x 80 cm., https://doi.org/10.3133/ha618.","productDescription":"2 maps :col. ;48 x 80 cm.","costCenters":[],"links":[{"id":187936,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90021,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/618/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90022,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/618/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90023,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/618/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90024,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/618/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90025,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/618/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -70.83333333333333,41.31666666666667 ], [ -70.83333333333333,41.46666666666667 ], [ -70.45,41.46666666666667 ], [ -70.45,41.31666666666667 ], [ -70.83333333333333,41.31666666666667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66734b","contributors":{"authors":[{"text":"Delaney, David F.","contributorId":41797,"corporation":false,"usgs":false,"family":"Delaney","given":"David","email":"","middleInitial":"F.","affiliations":[{"id":27261,"text":"U.S. Army Construction Engineering Research Laboratory, Champaig","active":true,"usgs":false}],"preferred":false,"id":278295,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":15742,"text":"ofr80217 - 1980 - Selected hydrologic data from the vicinity of Rayburns and Vacherie salt domes, northern Louisiana salt-dome basin","interactions":[],"lastModifiedDate":"2024-01-19T20:15:18.847804","indexId":"ofr80217","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-217","title":"Selected hydrologic data from the vicinity of Rayburns and Vacherie salt domes, northern Louisiana salt-dome basin","docAbstract":"The U.S. Department of Energy is considering salt domes in northern Louisiana as possible sites for storage of nuclear waste from commercial sources. As part of this National Waste Terminal Storage (NWTS) Program, the U.S. Geological Survey is conducting a regional study of the geohydrology of the northern Louisiana salt-dome basin. Field studies involving the collection of data began in 1977. Data-collection networks were established for both ground- and surface-water sources in the vicinity of two salt domes, Rayburns and Vacherie.
Ground-water data collection involved measuring water levels and sampling existing production wells and test wells drilled by the Louisiana State University Institute for Environmental Studies. Samples were analyzed for one or more of the following categories of chemical constituents: inorganic, trace metal, and radiochemical.
A network of surface-water stations was set up for measuring discharge and collecting periodic samples. Initial sampling was for analysis for inorganic chemical constituents and radioactive elements. Subsequent sampling has been to determine inorganic chemical constituents.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80217","collaboration":"Prepared in cooperation with the U.S. Department of Energy","usgsCitation":"Ryals, G., and Hosman, R., 1980, Selected hydrologic data from the vicinity of Rayburns and Vacherie salt domes, northern Louisiana salt-dome basin: U.S. Geological Survey Open-File Report 80-217, v, 17 p., https://doi.org/10.3133/ofr80217.","productDescription":"v, 17 p.","costCenters":[],"links":[{"id":424629,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0217/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146499,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0217/report-thumb.jpg"}],"country":"United States","state":"Louisiana","otherGeospatial":"northern Louisiana","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -94.0343293769602,\n 33.027959222556746\n ],\n [\n -94.0343293769602,\n 32.116029173253324\n ],\n [\n -91.70522781446016,\n 32.116029173253324\n ],\n [\n -91.70522781446016,\n 33.027959222556746\n ],\n [\n -94.0343293769602,\n 33.027959222556746\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae3e4b07f02db68954c","contributors":{"authors":[{"text":"Ryals, G.N.","contributorId":47374,"corporation":false,"usgs":true,"family":"Ryals","given":"G.N.","email":"","affiliations":[],"preferred":false,"id":171628,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hosman, R. L.","contributorId":42978,"corporation":false,"usgs":true,"family":"Hosman","given":"R.","middleInitial":"L.","affiliations":[],"preferred":false,"id":171627,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2003,"text":"wsp2064 - 1980 - Relationships between basic soils-engineering equations and basic ground-water flow equations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp2064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2064","title":"Relationships between basic soils-engineering equations and basic ground-water flow equations","docAbstract":"The many varied though related terms developed by ground-water hydrologists and by soils engineers are useful to each discipline, but their differences in terminology hinder the use of related information in interdisciplinary studies. Equations for the Terzaghi theory of consolidation and equations for ground-water flow are identical under specific conditions. A combination of the two sets of equations relates porosity to void ratio and relates the modulus of elasticity to the coefficient of compressibility, coefficient of volume compressibility, compression index, coefficient of consolidation, specific storage, and ultimate compaction. Also, transient ground-water flow is related to coefficient of consolidation, rate of soil compaction, and hydraulic conductivity. Examples show that soils-engineering data and concepts are useful to solution of problems in ground-water hydrology.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey ;\r\nFor sale by Supt. of Docs., U.S. Govt. Print. Off.,","doi":"10.3133/wsp2064","usgsCitation":"Jorgensen, D.G., 1980, Relationships between basic soils-engineering equations and basic ground-water flow equations: U.S. Geological Survey Water Supply Paper 2064, vi, 40 p. :ill. ;23 cm., https://doi.org/10.3133/wsp2064.","productDescription":"vi, 40 p. :ill. ;23 cm.","costCenters":[],"links":[{"id":138385,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2064/report-thumb.jpg"},{"id":27447,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a5fe4b07f02db6346b3","contributors":{"authors":[{"text":"Jorgensen, Donald G.","contributorId":19537,"corporation":false,"usgs":true,"family":"Jorgensen","given":"Donald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":144511,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9375,"text":"ofr80961 - 1980 - Ground-water hydrology of James City County, Virginia","interactions":[],"lastModifiedDate":"2019-06-11T14:37:07","indexId":"ofr80961","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-961","title":"Ground-water hydrology of James City County, Virginia","docAbstract":"Urbanization and increase in water demand prompted a 2-year study of groundwater availability and quality in the county of James City. The coastal-plain sediments, parts of which underlie the county, are the largest source of groundwater in Virginia. Four aquifers form the complex aquifer system. Hydraulic characteristics vary from aquifer to aquifer and from place to place. The Cretaceous aquifer furnishes nearly all the water for industrial and municipal needs. Movement of water in the Cretaceous aquifer is toward cones of depression formed by pumping centers at Williamsburg and Dow Badische Co. All aquifers contain water that generally meets State standards for drinking water. Water in the Cretaceous aquifer is of the sodium chloride bicarbonate type. As depth of aquifer increases, the concentrations of dissolved solids and chloride also increase. Saline water (more than 250 milligrams per liter) occupies the deeper parts of the confined aquifers. The amount of water stored in the coastal sediments is estimated to be 650-1300 billion gallons. An increase in pumpage to accommodate the expected daily demand of 9.8 million gallons per day in year 2000 is feasible provided pumpage is distributed over the county. (USGS)
","language":"English","publisher":"U.S. Geological Survey,","publisherLocation":"Reston, VA","doi":"10.3133/ofr80961","usgsCitation":"Harsh, J.F., 1980, Ground-water hydrology of James City County, Virginia: U.S. Geological Survey Open-File Report 80-961, Report: ix, 73 p.; 4 plates: 27.60 x 26.64 in. or smaller, https://doi.org/10.3133/ofr80961.","productDescription":"Report: ix, 73 p.; 4 plates: 27.60 x 26.64 in. or smaller","numberOfPages":"82","costCenters":[],"links":[{"id":37092,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0961/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":141457,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0961/report-thumb.jpg"},{"id":37088,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0961/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37089,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0961/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37090,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0961/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":37091,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0961/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db669055","contributors":{"authors":[{"text":"Harsh, John F.","contributorId":81905,"corporation":false,"usgs":true,"family":"Harsh","given":"John","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":159570,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":23957,"text":"ofr80581 - 1980 - Ground-water models for water resources planning","interactions":[],"lastModifiedDate":"2012-02-02T00:08:00","indexId":"ofr80581","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-581","title":"Ground-water models for water resources planning","docAbstract":"In the past decade hydrologists have emphasized the development of computer-based mathematical models to aid in the understanding of flow, the transport of solutes, transport of heat, and deformation in the groundwater system. These models have been used to provide information and predictions for water managers. Too frequently, groundwater was neglected in water-resource planning because managers believed that it could not be adequately evaluated in terms of availability, quality, and effect of development on surface water supplies. Now, however, with newly developed digital groundwater models, effects of development can be predicted. Such models have been used to predict hydrologic and quality changes under different stresses. These models have grown in complexity over the last 10 years from simple one-layer flow models to three-dimensional simulations of groundwater flow which may include solute transport, heat transport, effects of land subsidence, and encroachment of salt water. This paper illustrates, through case histories, how predictive groundwater models have provided the information needed for the sound planning and management of water resources in the United States. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr80581","issn":"0094-9140","usgsCitation":"Moore, J.E., 1980, Ground-water models for water resources planning: U.S. Geological Survey Open-File Report 80-581, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr80581.","productDescription":"25 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":154933,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0581/report-thumb.jpg"},{"id":53155,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0581/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db69807b","contributors":{"authors":[{"text":"Moore, John E.","contributorId":33688,"corporation":false,"usgs":true,"family":"Moore","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":191040,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19631,"text":"ofr80573 - 1980 - Hydrologic data for North Creek, Trinity River basin, Texas, 1978","interactions":[],"lastModifiedDate":"2017-06-14T14:33:49","indexId":"ofr80573","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-573","title":"Hydrologic data for North Creek, Trinity River basin, Texas, 1978","docAbstract":"The U.S. Soil Conservation Service is actively engaged in the installation of flood- and soil-erosion reducing structures in Texas under the authority of \"The Flood Control Act of 1936 and 1944\" and \"Watershed Protection and Flood Prevention Act\" (Public Law 566), as amended. The U.S. Soil Conservation Service has found that approximately 3,500 floodwater-retarding structures would be physically and economically feasible in Texas. As of September 30, 1978, 1,786 of these structures had been built.
\n","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr80573","usgsCitation":"Kidwell, C., 1980, Hydrologic data for North Creek, Trinity River basin, Texas, 1978: U.S. Geological Survey Open-File Report 80-573, 44 p., https://doi.org/10.3133/ofr80573.","productDescription":"44 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":275705,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0573/report.pdf","text":"Report","size":"13.65 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":153184,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0573/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e84d","contributors":{"authors":[{"text":"Kidwell, C.C.","contributorId":54998,"corporation":false,"usgs":true,"family":"Kidwell","given":"C.C.","email":"","affiliations":[],"preferred":false,"id":181240,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11063,"text":"ofr801188 - 1980 - Interim report on the investigation of flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","interactions":[],"lastModifiedDate":"2022-08-26T21:30:35.597498","indexId":"ofr801188","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1188","title":"Interim report on the investigation of flooding in the Tug Fork basin of Kentucky, Virginia, and West Virginia","docAbstract":"
An analytical plan is presented for a study of the effects of land-use changes on the magnitude and frequency of flood-peak flows and on sediment characteristics of the Tug Fork in Kentucky, Virginia, and West Virginia. The plan includes compilation and analysis of available data, collection of new data on small, single land-use drainage areas for deterministic computer modeling, and creation of a computer model of the Tug Fork basin for definition of cumulative land-use impacts.
Also presented is a compilation of the available hydrologic data and a description of related studies expected to provide information and data useful to the ongoing work. The data compilation includes: Hourly precipitation for selected days and annual maximum daily precipitation for nine sites, annual maximum streamflow rates and stages for three stream-gaging sites, hourly gageheight and discharge rates for selected storms at four stream-gaging sites, flood profiles, flood-frequency relations, and other streamflow information.
The Indiana State Board of Health is developing a State water-quality management plan that includes establishing limits for liquid wastes discharged into Indiana streams. A digital computer model was used to predict alternatives for future waste loadings on Little Lick and Big Lick Creeks that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.
The model parameters included atmospheric reaeration, carbonaceous and nitrogenous biochemical-oxygen demand, and benthic-oxygen demand. The model was calibrated with data collected during three water-quality surveys at low flow. Verification of the model was not possible owing to varied effluent discharge during sampling. During these surveys, in-stream dissolved-oxygen concentration averaged less than 3 milligrams per liter, well below the State minimum requirement of 5.0 milligrams per liter. The model indicated that these low concentrations were caused by high waste loadings, lack of dilution, low reaeration, and benthic-oxygen demand.
The hypothetical summer waste-assimilation study assumed that future reductions in discharge Loadings would decrease carbonaceous and benthic decay and increase nitrogenous decay. This hypothetical study indicated that projected effluent waste loads that would provide acceptable in-stream dis-solved-oxygen concentrations are highly dependent on rates of nitrification. Ammonia toxicity became the limiting water-quality criterion at low nitrification rates.
The hypothetical winter waste-assimilation study indicated that projected dissolved-oxygen concentrations in Little Lick and Big Lick Creeks did not fall below the State standard. Owing to a lack of dilution, however, ammonia-nitrogen concentrations would violate in-stream toxicity standards in both Little Lick and Big Lick Creeks. In order to quantify the results of the waste-assimilation study, it would be necessary to collect additional stream data.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8073","collaboration":"Prepared in cooperation with the Indiana State Board of Health","usgsCitation":"Peters, J.G., Crawford, C.G., and Wilber, W.G., 1980, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Little Lick and Big Lick Creeks, Blackford and Delaware counties, Indiana: U.S. Geological Survey Open-File Report 80-73, ix, 102 p., https://doi.org/10.3133/ofr8073.","productDescription":"ix, 102 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":144253,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0073/report-thumb.jpg"},{"id":398235,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0073/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Blackford County, Delaware County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.4453,40.567],[-85.3327,40.5674],[-85.2208,40.5677],[-85.2008,40.5679],[-85.2012,40.4804],[-85.2066,40.4804],[-85.2073,40.3789],[-85.2091,40.3793],[-85.2205,40.379],[-85.2182,40.3073],[-85.2168,40.2198],[-85.2165,40.135],[-85.2157,40.0765],[-85.5763,40.0769],[-85.5784,40.3794],[-85.4451,40.3792],[-85.4448,40.3933],[-85.4454,40.4799],[-85.4453,40.567]]]},\"properties\":{\"name\":\"Blackford\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab901","contributors":{"authors":[{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":161803,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Crawford, Charles G. 0000-0003-1653-7841 cgcrawfo@usgs.gov","orcid":"https://orcid.org/0000-0003-1653-7841","contributorId":1064,"corporation":false,"usgs":true,"family":"Crawford","given":"Charles","email":"cgcrawfo@usgs.gov","middleInitial":"G.","affiliations":[{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true},{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":161802,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wilber, William G. wgwilber@usgs.gov","contributorId":297,"corporation":false,"usgs":true,"family":"Wilber","given":"William","email":"wgwilber@usgs.gov","middleInitial":"G.","affiliations":[],"preferred":true,"id":161801,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":3937,"text":"cir806 - 1980 - Geologic and hydrologic map reports for land-use planning in the Baltimore-Washington urban area","interactions":[],"lastModifiedDate":"2023-03-08T20:41:57.803211","indexId":"cir806","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"806","title":"Geologic and hydrologic map reports for land-use planning in the Baltimore-Washington urban area","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir806","usgsCitation":"Froelich, A., Hack, J.T., and Otton, E., 1980, Geologic and hydrologic map reports for land-use planning in the Baltimore-Washington urban area: U.S. Geological Survey Circular 806, iv, 26 p., https://doi.org/10.3133/cir806.","productDescription":"iv, 26 p.","costCenters":[],"links":[{"id":413886,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24022.htm","linkFileType":{"id":5,"text":"html"}},{"id":31022,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1980/0806/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120916,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1980/0806/report-thumb.jpg"}],"country":"United States","state":"Maryland, Washington D.C.","otherGeospatial":"Baltimore-Washington urban area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -76.38138020403085,\n 39.42891142270244\n ],\n [\n -77.23735329690328,\n 39.42891142270244\n ],\n [\n -77.23735329690328,\n 38.75205456796127\n ],\n [\n -76.38138020403085,\n 38.75205456796127\n ],\n [\n -76.38138020403085,\n 39.42891142270244\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a81c9","contributors":{"authors":[{"text":"Froelich, A.J.","contributorId":13593,"corporation":false,"usgs":true,"family":"Froelich","given":"A.J.","email":"","affiliations":[],"preferred":false,"id":147858,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hack, John Tilton","contributorId":76279,"corporation":false,"usgs":true,"family":"Hack","given":"John","email":"","middleInitial":"Tilton","affiliations":[],"preferred":false,"id":147860,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Otton, E. G.","contributorId":22311,"corporation":false,"usgs":true,"family":"Otton","given":"E. G.","affiliations":[],"preferred":false,"id":147859,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29101,"text":"wri8074 - 1980 - Preliminary analysis of regional-precipitation periodicity","interactions":[],"lastModifiedDate":"2017-12-06T13:48:04","indexId":"wri8074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-74","title":"Preliminary analysis of regional-precipitation periodicity","docAbstract":"Precipitation variability plays a major role in nearly every aspect of the hydrologic cycle. Precipitation is not a random event, but it occurs after a sequence of prerequi-sites has been fulfilled. Recent investigations have shown that activity of the sun can affect atmospheric vorticity, an important factor in precipitation formation. Solar activity is known to be periodic; therefore, through a complex series of physical processes, precipitation variance is solar forced to a certain degree.
A preliminary analysis of precipitation periodicity was made for eight regions scattered across the central United States. Each region contained 5 to 10 stations with long-term precipitation records that were averaged to obtain yearly regional-precipitation values. Graphic analysis shows 11-year and 22-year cycles that are nearly in phase with the solar cycles.
An example of the effect of cyclic precipitation is presented for the Powder River basin in Wyoming and Montana. A cycle of 22 years exhibits fluctuations of approximately 22 to 27 percent for precipitation and 38 to 50 percent for runoff. A more detailed study that investigates solar-forced precipitation cycles and their relationship to hydrologic processes is needed.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8074","usgsCitation":"Perry, C.A., 1980, Preliminary analysis of regional-precipitation periodicity: U.S. Geological Survey Water-Resources Investigations Report 80-74, 26 p., https://doi.org/10.3133/wri8074.","productDescription":"26 p.","numberOfPages":"29","costCenters":[],"links":[{"id":158942,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0074/report-thumb.jpg"},{"id":349805,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c444","contributors":{"authors":[{"text":"Perry, Charles A. cperry@usgs.gov","contributorId":2093,"corporation":false,"usgs":true,"family":"Perry","given":"Charles","email":"cperry@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":200951,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24116,"text":"ofr80958 - 1980 - January 1980 water levels, and data related to water-level changes, western and south-central Kansas","interactions":[],"lastModifiedDate":"2017-09-29T08:45:22","indexId":"ofr80958","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-958","title":"January 1980 water levels, and data related to water-level changes, western and south-central Kansas","docAbstract":"This report contains hydrologic data on water-level measurements in observation wells in western and south-central Kansas. The measurements were made in mid-winter, mostly in January, when pumping was minimal and water levels had recovered from the effects of pumping during the previous irrigation season. This report also provides basic hydrologic data for relating water-level changes from a \"base-reference year\" (pre-development year), a year of abnormally high rainfall and minimum pumpage (1966), and the previous year (1979). The \"base-reference year\" i s designated as 1950 for the northwestern and west-central areas, 1940 for the southwestern area, and 1944 for the south-central area. Water-level data in the south-central area also are compared with data for 1974. \"Base-reference-year\" water levels are based on measurements made during that year and on interpretation of water-table-contour maps.
Tables in the report show the depths to water level in 1940, 1944, or 1950 (pre-development years), 1966, 1974, 1979, and 1980; water-level changes from 1940-80,1944-80,1950-80,1966-80,1974-80, and 1979-80; and the average annual changes from 1940-80, 1944-80, 1950-80, 1966-80, and 1974-80. Also shown are saturated thicknesses of the deposits in 1940, 1944, or 1950, and in 1980, as well as the percentage change in saturated thickness from 1940-80, 1944-80, or 1950-80.
Maps in the report, drawn by digital plotter, show the location of observation wells where water-level measurements are made. The water-level rise or decline, 1979-80, is given to the nearest 0.01 foot; two values at the same location indicate separate wells in the same 10-acre tract.
The annual water-level measurements are made by personnel of the Division of Water Resources of the Kansas State Board of Agriculture and of the U.S. Geological Survey. State-agency support for this program is provided through the Kansas Geological Survey.
Wells in this report are numbered according to the Bureau of Land Manage- ment's system of land subdivision. In this system, the first set of digits of a well number indicates the township; the second set, the range east or west of the sixth principal meridian; and the third set, the section in which the well is situated. The first letter denotes the 160-acre tract within the section; the second, the 40-acre tract, and the third, the 10-acre tract. The letters, A, B, C, or D, are designated in a counterclockwise direction beginning in the northeast quadrant. Because there may be more than one well in a 10-acre tract, consecutive numbers, beginning with \"1\", are added in the order in which the data from the wells are collect.
Explanation of geologic units in tables 1 and 2 are: QA, Quaternary alluvium; QU, undifferentiated Quaternary deposits; TO, Ogallala Formation; KN, Niobrara Formation; KU, undifferentiated Lower Cretaceous rocks; KJ, undiffer-rentiated Lower Cretaceous and Upper Jurassic rocks.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80958","issn":"0094-9140","usgsCitation":"Pabst, M., 1980, January 1980 water levels, and data related to water-level changes, western and south-central Kansas: U.S. Geological Survey Open-File Report 80-958, 166 p., https://doi.org/10.3133/ofr80958.","productDescription":"166 p.","numberOfPages":"170","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":346230,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0958/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156357,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0958/report-thumb.jpg"}],"country":"United States","state":"Kansas","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-99.541116,36.999573],[-99.648652,36.999604],[-99.657658,37.000197],[-99.875409,37.001659],[-99.995201,37.001631],[-100.115722,37.002206],[-100.193754,37.002133],[-100.552683,37.000735],[-100.734517,36.999059],[-100.756894,36.999357],[-100.855634,36.998626],[-100.904274,36.998745],[-100.945469,36.998153],[-101.012641,36.998176],[-101.359674,36.996232],[-102.04224,36.993083],[-102.041749,37.034397],[-102.041809,37.111973],[-102.042092,37.125021],[-102.041963,37.258164],[-102.041664,37.29765],[-102.042089,37.352819],[-102.041524,37.375018],[-102.042016,37.535261],[-102.041574,37.680436],[-102.042158,37.760164],[-102.042953,37.803535],[-102.044644,38.045532],[-102.044255,38.113011],[-102.044589,38.125013],[-102.044251,38.141778],[-102.044944,38.384419],[-102.044442,38.415802],[-102.044936,38.41968],[-102.045324,38.453647],[-102.045074,38.669617],[-102.045334,38.799463],[-102.046571,39.047038],[-102.04937,39.41821],[-102.049554,39.538932],[-102.050422,39.646048],[-102.050099,39.653812],[-102.050594,39.675594],[-102.051569,39.849805],[-102.051744,40.003078],[-101.904176,40.003162],[-101.841025,40.002784],[-101.409953,40.002354],[-101.324036,40.002696],[-100.937427,40.002145],[-100.75883,40.002302],[-100.66023,40.002162],[-100.645445,40.001883],[-100.196959,40.001494],[-99.990926,40.001503],[-99.948167,40.001813],[-99.930433,40.001516],[-99.813401,40.0014],[-99.772121,40.001804],[-99.756835,40.001342],[-99.746628,40.00182],[-99.49766,40.001912],[-99.423565,40.00227],[-99.412645,40.001868],[-99.282967,40.001879],[-99.018701,40.002333],[-98.710404,40.00218],[-98.690287,40.002548],[-98.652494,40.002245],[-98.64071,40.002493],[-98.560578,40.002274],[-98.274017,40.002516],[-98.250008,40.002307],[-98.193483,40.002614],[-98.099659,40.002227],[-97.838379,40.00191],[-97.777155,40.002167],[-97.510264,40.001835],[-97.369199,40.00206],[-97.20231,40.001442],[-97.142448,40.001495],[-97.137866,40.001814],[-97.049663,40.001323],[-96.916093,40.001506],[-96.622401,40.001158],[-96.610349,40.000881],[-96.467536,40.001035],[-96.125937,40.000432],[-96.02409,40.000719],[-95.30829,39.999998],[-95.308404,39.993758],[-95.30778,39.990618],[-95.307111,39.989114],[-95.302507,39.984357],[-95.289715,39.977706],[-95.274757,39.972115],[-95.269886,39.969396],[-95.261854,39.960618],[-95.257652,39.954886],[-95.250254,39.948644],[-95.241383,39.944949],[-95.236761,39.943931],[-95.231114,39.943784],[-95.220212,39.944433],[-95.21644,39.943953],[-95.213737,39.943206],[-95.204428,39.938949],[-95.201277,39.934194],[-95.20069,39.928155],[-95.20201,39.922438],[-95.205745,39.915169],[-95.206326,39.912121],[-95.206196,39.909557],[-95.205733,39.908275],[-95.201935,39.904053],[-95.199347,39.902709],[-95.193816,39.90069],[-95.189565,39.899959],[-95.179453,39.900062],[-95.172296,39.902026],[-95.159834,39.906984],[-95.156024,39.907243],[-95.149657,39.905948],[-95.146055,39.904183],[-95.143802,39.901918],[-95.142563,39.897992],[-95.142445,39.89542],[-95.143403,39.889356],[-95.142718,39.885889],[-95.140601,39.881688],[-95.137092,39.878351],[-95.134747,39.876852],[-95.128166,39.874165],[-95.105912,39.869164],[-95.090158,39.86314],[-95.085003,39.861883],[-95.081534,39.861718],[-95.052535,39.864374],[-95.042142,39.864805],[-95.037767,39.865542],[-95.032053,39.868337],[-95.027931,39.871522],[-95.025422,39.876711],[-95.025119,39.878833],[-95.025947,39.886747],[-95.02524,39.8897],[-95.024389,39.891202],[-95.018743,39.897372],[-95.013152,39.899953],[-95.00844,39.900596],[-95.003819,39.900401],[-94.990284,39.89701],[-94.986975,39.89667],[-94.977749,39.897472],[-94.963345,39.901136],[-94.959276,39.901671],[-94.95154,39.900533],[-94.943867,39.89813],[-94.934493,39.893366],[-94.929574,39.888754],[-94.927897,39.886112],[-94.927359,39.883966],[-94.927252,39.880258],[-94.928466,39.876344],[-94.931463,39.872602],[-94.938791,39.866954],[-94.940743,39.86441],[-94.942407,39.861066],[-94.942567,39.856602],[-94.939767,39.85193],[-94.937655,39.849786],[-94.92615,39.841322],[-94.916918,39.836138],[-94.909942,39.834426],[-94.903157,39.83385],[-94.892677,39.834378],[-94.889493,39.834026],[-94.886933,39.833098],[-94.881013,39.828922],[-94.878677,39.826522],[-94.877044,39.823754],[-94.876544,39.820594],[-94.875944,39.813294],[-94.876344,39.806894],[-94.880932,39.797338],[-94.884084,39.794234],[-94.890292,39.791626],[-94.892965,39.791098],[-94.925605,39.789754],[-94.929654,39.788282],[-94.932726,39.786282],[-94.935206,39.78313],[-94.935782,39.778906],[-94.935302,39.77561],[-94.934262,39.773642],[-94.929653,39.769098],[-94.926229,39.76649],[-94.916789,39.760938],[-94.912293,39.759338],[-94.906244,39.759418],[-94.899156,39.761258],[-94.895268,39.76321],[-94.883924,39.770186],[-94.88146,39.771258],[-94.871144,39.772994],[-94.869644,39.772894],[-94.867143,39.771694],[-94.865243,39.770094],[-94.863143,39.767294],[-94.860743,39.763094],[-94.859443,39.753694],[-94.860371,39.74953],[-94.862943,39.742994],[-94.870143,39.734594],[-94.875643,39.730494],[-94.884143,39.726794],[-94.891744,39.724894],[-94.899316,39.724042],[-94.902612,39.724202],[-94.910068,39.725786],[-94.918324,39.728794],[-94.930005,39.73537],[-94.939221,39.741578],[-94.944741,39.744377],[-94.948726,39.745593],[-94.95263,39.745961],[-94.955286,39.745689],[-94.960086,39.743065],[-94.965318,39.739065],[-94.970422,39.732121],[-94.971206,39.729305],[-94.971078,39.723146],[-94.968453,39.707402],[-94.968981,39.692954],[-94.969909,39.68905],[-94.971317,39.68641],[-94.976325,39.68137],[-94.981557,39.678634],[-94.984149,39.67785],[-94.993557,39.67657],[-95.001379,39.676479],[-95.009023,39.675765],[-95.01531,39.674262],[-95.018318,39.672869],[-95.024595,39.668485],[-95.027644,39.665454],[-95.037464,39.652905],[-95.039049,39.649639],[-95.044554,39.64437],[-95.049518,39.637876],[-95.053367,39.630347],[-95.054925,39.624995],[-95.055152,39.621657],[-95.053012,39.613965],[-95.047911,39.606288],[-95.046445,39.601606],[-95.046361,39.599557],[-95.047165,39.595117],[-95.049277,39.589583],[-95.054804,39.582488],[-95.056897,39.580567],[-95.059519,39.579132],[-95.064519,39.577115],[-95.069315,39.576218],[-95.07216,39.576122],[-95.076688,39.576764],[-95.089515,39.581028],[-95.095736,39.580618],[-95.099095,39.579691],[-95.103228,39.577783],[-95.106406,39.575252],[-95.107454,39.573843],[-95.113077,39.559133],[-95.113557,39.553941],[-95.109304,39.542285],[-95.106596,39.537657],[-95.102888,39.533347],[-95.092704,39.524241],[-95.082714,39.516712],[-95.077441,39.513552],[-95.059461,39.506143],[-95.05638,39.503972],[-95.052177,39.499996],[-95.050552,39.497514],[-95.049845,39.494415],[-95.04837,39.48042],[-95.047133,39.474971],[-95.045716,39.472459],[-95.04078,39.466387],[-95.0375,39.463689],[-95.033408,39.460876],[-95.028498,39.458287],[-95.015825,39.452809],[-94.995768,39.448174],[-94.990172,39.446192],[-94.982144,39.440552],[-94.978798,39.436241],[-94.976606,39.426701],[-94.972952,39.421705],[-94.966066,39.417288],[-94.954817,39.413844],[-94.951209,39.411707],[-94.947864,39.408604],[-94.946293,39.405646],[-94.946662,39.399717],[-94.946227,39.395648],[-94.945577,39.393851],[-94.942039,39.389499],[-94.937158,39.386531],[-94.933652,39.385546],[-94.92311,39.384492],[-94.919225,39.385174],[-94.915859,39.386348],[-94.909581,39.388865],[-94.901823,39.392798],[-94.894979,39.393565],[-94.891845,39.393313],[-94.888972,39.392432],[-94.885026,39.389801],[-94.880979,39.383899],[-94.879281,39.37978],[-94.879088,39.375703],[-94.88136,39.370383],[-94.885216,39.366911],[-94.890928,39.364031],[-94.896832,39.363135],[-94.899024,39.362431],[-94.902497,39.360383],[-94.907297,39.356735],[-94.909409,39.354255],[-94.910017,39.352543],[-94.910641,39.348335],[-94.908065,39.323663],[-94.905329,39.311952],[-94.903137,39.306272],[-94.900049,39.300192],[-94.895217,39.294208],[-94.887056,39.28648],[-94.882576,39.283328],[-94.87832,39.281136],[-94.867568,39.277841],[-94.857072,39.273825],[-94.84632,39.268481],[-94.837855,39.262417],[-94.831471,39.256273],[-94.827487,39.249889],[-94.825663,39.241729],[-94.826111,39.238289],[-94.827791,39.234001],[-94.834896,39.223842],[-94.835056,39.220658],[-94.833552,39.217794],[-94.831679,39.215938],[-94.823791,39.209874],[-94.820687,39.208626],[-94.811663,39.206594],[-94.799663,39.206018],[-94.787343,39.207666],[-94.783838,39.207154],[-94.781518,39.206146],[-94.777838,39.203522],[-94.775543,39.200609],[-94.770338,39.190002],[-94.763138,39.179903],[-94.752338,39.173203],[-94.741938,39.170203],[-94.736537,39.169203],[-94.723637,39.169003],[-94.714137,39.170403],[-94.696332,39.178563],[-94.687236,39.183503],[-94.680336,39.184303],[-94.669135,39.182003],[-94.663835,39.179103],[-94.660315,39.168051],[-94.662435,39.157603],[-94.650735,39.154103],[-94.640035,39.153103],[-94.623934,39.156603],[-94.615834,39.160003],[-94.608834,39.160503],[-94.601733,39.159603],[-94.596033,39.157703],[-94.591933,39.155003],[-94.589933,39.140403],[-94.592533,39.135903],[-94.600434,39.128503],[-94.605734,39.122204],[-94.607034,39.119404],[-94.607354,39.113444],[-94.607234,39.065704],[-94.608334,38.981806],[-94.608134,38.940006],[-94.607866,38.937398],[-94.608033,38.847207],[-94.607625,38.82756],[-94.611602,38.635384],[-94.611465,38.625011],[-94.611858,38.620485],[-94.611887,38.580139],[-94.612176,38.576546],[-94.612157,38.549817],[-94.613365,38.403422],[-94.613312,38.364407],[-94.612673,38.314832],[-94.612658,38.217649],[-94.613856,38.149769],[-94.614212,37.992462],[-94.614465,37.987799],[-94.614612,37.944362],[-94.617721,37.77297],[-94.617975,37.722176],[-94.617651,37.687671],[-94.617885,37.682214],[-94.616789,37.52151],[-94.618505,37.181184],[-94.617875,37.056798],[-94.61808,36.998135],[-94.625224,36.998672],[-94.83128,36.998812],[-95.049499,36.99958],[-95.80798,36.999124],[-95.91018,36.999336],[-96.00081,36.99886],[-96.394272,36.999221],[-96.500288,36.998643],[-96.73659,36.999286],[-96.749838,36.998988],[-96.79206,36.99918],[-96.795199,36.99886],[-96.822791,36.999182],[-96.87629,36.999233],[-97.46228,36.998685],[-97.606549,36.998682],[-97.637137,36.99909],[-98.219499,36.997824],[-98.354073,36.997961],[-98.408991,36.998513],[-98.544872,36.998997],[-98.714512,36.99906],[-98.761597,36.999425],[-98.880009,36.999263],[-99.029337,36.999595],[-99.049695,36.999221],[-99.277506,36.999579],[-99.375391,37.000177],[-99.407015,36.999579],[-99.541116,36.999573]]]},\"properties\":{\"name\":\"Kansas\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db666fd2","contributors":{"authors":[{"text":"Pabst, M.E.","contributorId":17608,"corporation":false,"usgs":true,"family":"Pabst","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":191344,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}