{"pageNumber":"5086","pageRowStart":"127125","pageSize":"25","recordCount":165549,"records":[{"id":9146,"text":"ofr79279 - 1979 - Preliminary report on samples collected during lithium reconnaissance studies in Utah and Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:06:18","indexId":"ofr79279","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-279","title":"Preliminary report on samples collected during lithium reconnaissance studies in Utah and Idaho","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79279","usgsCitation":"Glanzman, R.K., and Meier, A.L., 1979, Preliminary report on samples collected during lithium reconnaissance studies in Utah and Idaho: U.S. Geological Survey Open-File Report 79-279, i, 52 leaves :maps (2 fold.) ;28 cm., https://doi.org/10.3133/ofr79279.","productDescription":"i, 52 leaves :maps (2 fold.) ;28 cm.","costCenters":[],"links":[{"id":142929,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0279/report-thumb.jpg"},{"id":36775,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0279/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36776,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/0279/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":36777,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0279/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ca6b","contributors":{"authors":[{"text":"Glanzman, Richard K.","contributorId":19550,"corporation":false,"usgs":true,"family":"Glanzman","given":"Richard","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":159181,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meier, Allen L.","contributorId":14384,"corporation":false,"usgs":true,"family":"Meier","given":"Allen","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":159180,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2181,"text":"wsp1532J - 1979 - Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado","interactions":[{"subject":{"id":10116,"text":"ofr78289 - 1978 - Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado","indexId":"ofr78289","publicationYear":"1978","noYear":false,"title":"Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":2181,"text":"wsp1532J - 1979 - Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado","indexId":"wsp1532J","publicationYear":"1979","noYear":false,"chapter":"J","title":"Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado"},"id":1}],"lastModifiedDate":"2023-01-05T22:44:43.288576","indexId":"wsp1532J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"1532","chapter":"J","title":"Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado","docAbstract":"Changes in runoff and sediment yield caused by changing sagebrush cover to grass \r\ncover were studied at four small watersheds in western Colorado during a 9-year \r\nperiod, from 1965 to 1978. Measurements of runoff and sediment yield from the four \r\nwatersheds were made for 8 years, at which time two watersheds were plowed and \r\nseeded to beardless bluebunch wheatgrass. The same measurements were then continued for an additional 6 years. \r\n\r\nMeasurements indicated that conversion to grass caused a reduction in runoff from \r\nsummer rainstorms of about 75 percent. Runoff from spring snowmelt increased about \r\n12 percent, and annual runoff from treated watersheds decreased about 20 percent \r\nwhen compared to control watersheds. Sediment yield from the seeded watersheds was \r\nreduced by about 80 percent; most of this reduction is related to the decrease in runoff \r\nfrom summer rainstorms. \r\n\r\nThe size of barren interspaces between plants was reduced on the converted water- \r\nsheds to about 30 percent of those on the untreated watersheds. Linear regression \r\nanalysis indicates that a reduction of 38 percent in the amount of bare soil resulting \r\nfrom planting grass would result in a decrease of 73 percent in sediment concentration.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1532J","usgsCitation":"Lusby, G.C., 1979, Effects of converting sagebrush cover to grass on the hydrology of small watersheds at Boco Mountain, Colorado: U.S. Geological Survey Water Supply Paper 1532, Report: iv, 36 p.; 1 Plate: 19.00 x 15.80 inches, https://doi.org/10.3133/wsp1532J.","productDescription":"Report: iv, 36 p.; 1 Plate: 19.00 x 15.80 inches","costCenters":[],"links":[{"id":109969,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24713.htm","linkFileType":{"id":5,"text":"html"},"description":"24713"},{"id":27804,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1532j/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27803,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1532j/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138237,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1532j/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Boco Mountain","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -106.687,\n              39.75\n            ],\n            [\n              -106.687,\n              39.739\n            ],\n            [\n              -106.667,\n              39.739\n            ],\n            [\n              -106.667,\n              39.75\n            ],\n            [\n              -106.687,\n              39.75\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2fe4b07f02db615f56","contributors":{"authors":[{"text":"Lusby, Gregg C.","contributorId":68290,"corporation":false,"usgs":true,"family":"Lusby","given":"Gregg","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144785,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":124,"text":"wsp2059 - 1979 - Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia","interactions":[{"subject":{"id":38148,"text":"ofr78577 - 1978 - Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River basin, Atlanta to West Point Dam, Georgia","indexId":"ofr78577","publicationYear":"1978","noYear":false,"title":"Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River basin, Atlanta to West Point Dam, Georgia"},"predicate":"SUPERSEDED_BY","object":{"id":124,"text":"wsp2059 - 1979 - Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia","indexId":"wsp2059","publicationYear":"1979","noYear":false,"title":"Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia"},"id":1}],"lastModifiedDate":"2017-02-01T09:48:47","indexId":"wsp2059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2059","title":"Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia","docAbstract":"During the period April 1975 to June 1978, the U.S. Geological Survey conducted a river-quality assessment of the Upper Chattahoochee River basin in Georgia. One objective of the study was to assess the magnitudes, nature, and effects of point and non-point discharges in the Chattahoochee River basin from Atlanta to the West Point Dam. \r\n\r\nOn an average annual basis and during the storm period of March 1215, 1976, non-point-source loads for most constituents analyzed were larger than point-source loads at the Whitesburg station, located on the Chattahoochee River about 40 river miles downstream of Atlanta. Most of the non-point-source constituent loads in the Atlanta-to-Whitesburg reach were from urban areas. Average annual point-source discharges accounted for about 50 percent of the dissolved nitrogen, total nitrogen, and total phosphorus loads, and about 70 percent of the dissolved phosphorus loads at Whitesburg. \r\n\r\nDuring weekends, power generation at the upstream Buford Dam hydroelectric facility is minimal. Streamflow at the Atlanta station during dry-weather weekends is estimated to be about 1,200 ft3/s (cubic feet per second). Average daily dissolved-oxygen concentrations of less than 5.0 mg/L (milligrams per liter) occurred often in the river, about 20 river miles downstream from Atlanta during these periods from May to November. \r\n\r\nDuring a low-flow period, June 1-2, 1977, five municipal point sources contributed 63 percent of the ultimate biochemical oxygen demand, 97 percent of the ammonium nitrogen, 78 percent of the total nitrogen, and 90 percent of the total phosphorus loads at the Franklin station, at the upstream end of West Point Lake. Average daily concentrations of 13 mg/L of ultimate biochemical oxygen demand and 1.8 mg/L of ammonium nitrogen were observed about 2 river miles downstream from two of the municipal point sources. Carbonaceous and nitrogenous oxygen demands caused dissolved-oxygen concentrations between 4.1 and 5.0 mg/L to occur in a 22-mile reach of the river downstream from Atlanta. Nitrogenous oxygen demands were greater than carbonaceous oxygen demands in the reach from river mile 303 to 271, and carbonaceous demands were greater from river mile 271 to 235. The heat load from the Atkinson-McDonough thermoelectric power-plants caused a decrease in the dissolved-oxygen concentrations of about 0.2 mg/L. \r\n\r\nDuring a critical low-flow period, a streamflow at Atlanta of about 1,800 ft3/s, with present (1977) point-source flows of 185 ft3/s containing concentrations of 45 mg/L of ultimate biochemical oxygen demand and 15 mg/L of ammonium nitrogen, results in a computed minimum dissolved-oxygen concentration of 4.7 mg/L in the river downstream from Atlanta. In the year 2000, a streamflow at Atlanta of about 1,800 ft3/s with point-source flows of 373 ft3/s containing concentrations of 45 mg/L of ultimate biochemical oxygen demand and 5.0 mg/L of ammonium nitrogen, will result in a computed minimum dissolved-oxygen concentration of 5.0 mg/L. A streamflow of about 1,050 ft3/s at Atlanta in the year 2000 will result in a dissolved-oxygen concentration of 5.0 mg/L if point-source flows contain concentrations of 15 mg/L of ultimate biochemical oxygen demand and 5.0 mg/L of ammonium nitrogen. \r\n\r\nPhytoplankton concentrations in West Point Lake, about 70 river miles downstream from Atlanta, could exceed 3 million cells per milliliter during extended low-flow periods in the summer with present point- and non-point-source nitrogen and phosphorus loads. In the year 2000, phytoplankton concentrations in West Point Lake are not likely to exceed 700,000 cells per milliliter during extended low-flow periods in the summer, if phosphorus concentrations do not exceed 1.0 mg/L in point-source discharges.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2059","usgsCitation":"Stamer, J., Cherry, R.N., Faye, R., and Kleckner, R., 1979, Magnitudes, nature, and effects of point and nonpoint discharges in the Chattahoochee River Basin, Atlanta to West Point Dam, Georgia: U.S. Geological Survey Water Supply Paper 2059, vii, 65 p. : ill., map ; 24 cm. --, https://doi.org/10.3133/wsp2059.","productDescription":"vii, 65 p. : ill., map ; 24 cm. --","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":24732,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2059/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":136391,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2059/report-thumb.jpg"}],"country":"United States","state":"Georgia","county":"Atlanta","otherGeospatial":"Chattahoochee River Basin, West Point Dam","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.5343017578125,\n              32.99023555965106\n            ],\n            [\n              -84.8089599609375,\n              32.8472886646638\n            ],\n            [\n              -85.0177001953125,\n              32.81959486923976\n            ],\n            [\n              -85.220947265625,\n              32.856518010109546\n            ],\n            [\n              -85.3143310546875,\n              32.99945000822837\n            ],\n            [\n              -85.3143310546875,\n              33.22030778968541\n            ],\n            [\n              -84.9462890625,\n              33.6420625047537\n            ],\n            [\n              -84.9517822265625,\n              33.970697997361626\n            ],\n            [\n              -84.72656249999999,\n              34.17090836352573\n            ],\n            [\n              -84.407958984375,\n              34.16636338473789\n            ],\n            [\n              -84.166259765625,\n              34.37517887533528\n            ],\n            [\n              -84.0618896484375,\n              34.52918706954935\n            ],\n            [\n              -84.04541015625,\n              34.768691457552706\n            ],\n            [\n              -83.82568359375,\n              34.88142481679756\n            ],\n            [\n              -83.64990234375,\n              34.89494244739732\n            ],\n            [\n              -83.3917236328125,\n              34.8183131456094\n            ],\n            [\n              -83.34228515625,\n              34.56990638085636\n            ],\n            [\n              -83.64990234375,\n              34.20271636159618\n            ],\n            [\n              -83.95751953125,\n              33.897777013859475\n            ],\n            [\n              -84.5452880859375,\n              33.38558626887102\n            ],\n            [\n              -84.5343017578125,\n              32.99023555965106\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64964e","contributors":{"authors":[{"text":"Stamer, J. K.","contributorId":47753,"corporation":false,"usgs":true,"family":"Stamer","given":"J. K.","affiliations":[],"preferred":false,"id":141970,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cherry, Rodney N.","contributorId":85941,"corporation":false,"usgs":true,"family":"Cherry","given":"Rodney","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":141972,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Faye, R.E.","contributorId":106863,"corporation":false,"usgs":true,"family":"Faye","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":141973,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Kleckner, R.L.","contributorId":70744,"corporation":false,"usgs":true,"family":"Kleckner","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":141971,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":2670,"text":"wsp2065 - 1979 - Arctic stream processes--an annotated bibliography","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp2065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2065","title":"Arctic stream processes--an annotated bibliography","docAbstract":"This bibliography selectively summarizes investigations to date (1978) dealing with the physical processes of streams in the Arctic. The specialized annotations include aspects of stream processes described in subordinate parts of general papers on the arctic environment and therefore not evident in author-abstract bibliographies. Foreign contributions--Canadian, Scandinavian, and Russian--are summarized, in the case of Russian literature primarily by means of papers in translation journals. Until 1970 the role of streams in development of the arctic landscape was commonly considered subordinate to that of glacial and frost-related processes. This conclusion changed, however, with the findings of the many new studies begun in response to oil and gas discoveries in the late 1960's. The conclusions of these studies, made to provide both the engineering data for resource development and the information to assess the impacts of that development, were in general agreement that stream processes throughout most of the Arctic were significantly more important than previously had been thought.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2065","usgsCitation":"Scott, K.M., 1979, Arctic stream processes--an annotated bibliography: U.S. Geological Survey Water Supply Paper 2065, iii, 78 p. ; 24 cm., https://doi.org/10.3133/wsp2065.","productDescription":"iii, 78 p. ; 24 cm.","costCenters":[],"links":[{"id":138252,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2065/report-thumb.jpg"},{"id":29021,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abee4b07f02db674c1b","contributors":{"authors":[{"text":"Scott, Kevin M.","contributorId":88331,"corporation":false,"usgs":true,"family":"Scott","given":"Kevin","email":"","middleInitial":"M.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":false,"id":145585,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1047,"text":"wsp2058 - 1979 - Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah","interactions":[{"subject":{"id":7976,"text":"ofr7892 - 1978 - Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah","indexId":"ofr7892","publicationYear":"1978","noYear":false,"title":"Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah"},"predicate":"SUPERSEDED_BY","object":{"id":1047,"text":"wsp2058 - 1979 - Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah","indexId":"wsp2058","publicationYear":"1979","noYear":false,"title":"Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah"},"id":1}],"lastModifiedDate":"2017-09-03T10:01:55","indexId":"wsp2058","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2058","title":"Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah","docAbstract":"<p>The circulation of water in Flaming Gorge Reservoir is caused chiefly by insolation, inflow-outflow relationships, and wind, which is significant due to the geographical location of the reservoir. During 1970-75, there was little annual variation in the thickness, dissolved oxygen, and specific conductance of the hypolimnion near Flaming Gorge Dam. Depletion of dissolved oxygen occurred simultaneously in the bottom waters of both tributary arms in the upstream part of the reservoir and was due to reservoir stratification. Anaerobic conditions in the bottom water during summer stratification eventually results in a metalimnetic oxygen minimum in the reservoir.</p><p>The depletion of flow in the river below Flaming Gorge Dam due to evaporation and bank storage in the reservoir for the 1963-75 period was 1,320 cubic hectometers, and the increase of dissolved-solids load in the river was 1,947,000 metric tons. The largest annual variations in dissolved-solids concentration in the river was about 600 milligrams per liter before closure of the dam and about 200 milligrams per liter after closure. The discharge weighted-average dissolved-solids concentration for the 5 years prior to closure was 386 milligrams per liter and 512 milligrams per liter after closure. The most significant changes in the individual dissolved-ion loads in the river during 1973-75 were the increase in sulfate (0.46 million metric tons), which was probably derived from the solution of gypsum, and the decrease in bicarbonate (0.39 million metric tons), which can be attributed to chemical precipitation.</p><p>The maximum range in temperature in the Green River below the reservoir prior to closure of the dam in 1962 was from 0°C in winter to 21°C in summer. After closure until 1970 the temperature ranged from 2° to 12°C, but since 1970 the range has been from 4° to 9°C.</p><p>The maximum range in temperature in the Green River below the reservoir prior to closure of the dam in 1962 was from 0°C in winter to 21°C in summer. After closure until 1970 the temperature ranged from 2° to 12°C, but since 1970 the range has been from 4° to 9°C.During September 1975, a massive algal bloom was observed in the upstream part of the reservoir. The bloom covered approximately 16 kilometers of the lower part of the Blacks Fork arm, 23 kilometers of the lower part of the Green River arm, and 15 kilometers of the main reservoir below the confluence of the two arms. By October 1975 the algal bloom had disappeared. Nutrient loading in the reservoir was not sufficient to maintain a rate of algal production that would be disastrous to the reservoir ecosystem. However, should the nutrient loading increase substantially, the quality of the reservoir water could probably deteriorate rapidly, and its use for recreation and water supply could be severely limited.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2058","usgsCitation":"Bolke, E., 1979, Dissolved-oxygen depletion and other effects of storing water in Flaming Gorge Reservoir, Wyoming and Utah: U.S. Geological Survey Water Supply Paper 2058, iv, 41 p., https://doi.org/10.3133/wsp2058.","productDescription":"iv, 41 p.","numberOfPages":"46","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":137910,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2058/report-thumb.jpg"},{"id":25711,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2058/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah, Wyoming","otherGeospatial":"Flaming Gorge Reservoir","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae9fa","contributors":{"authors":[{"text":"Bolke, E.L.","contributorId":52151,"corporation":false,"usgs":true,"family":"Bolke","given":"E.L.","affiliations":[],"preferred":false,"id":143088,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2129,"text":"wsp2057 - 1979 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","interactions":[{"subject":{"id":10049,"text":"ofr7818 - 1977 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah","indexId":"ofr7818","publicationYear":"1977","noYear":false,"title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley playa, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":2129,"text":"wsp2057 - 1979 - Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","indexId":"wsp2057","publicationYear":"1979","noYear":false,"title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah"},"id":1}],"lastModifiedDate":"2017-09-03T10:07:56","indexId":"wsp2057","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2057","title":"Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah","docAbstract":"<p>The Bonneville Salt Flats and Pilot Valley are in the western part of the Great Salt Lake Desert in northwest Utah. The areas are separate, though similar, hydrologic basins, and both contain a salt crust. The Bonneville salt crust covered about 40 square miles in the fall of 1976, and the salt crust in Pilot Valley covered 7 square miles. Both areas lack any noticeable surface relief (in 1976, 1.3 feet on the Bonneville salt crust and 0.3 foot on the Pilot Valley salt crust).</p><p>The salt crust on the Salt Flats has been used for many years for automobile racing, and brines from shallow lacustrine deposits have been used for the production of potash. In recent years, there has been an apparent conflict between these two major uses of the area as the salt crust has diminished in both thickness and extent. Much of the Bonneville Racetrack has become rougher, and there has also been an increase in the amount of sediment on the south end of the racetrack. The Pilot Valley salt crust and surrounding playa have been largely unused.</p><p>Evaporite minerals on the Salt Flats and the Pilot Valley playa are concentrated in three zones: (1) a carbonate zone composed mainly of authigenic clay-size carbonate minerals, (2) a sulfate zone composed mainly of authigenic gypsum, and (3) a chloride zone composed of crystalline halite (the salt crust). Five major types of salt crust were recognized on the Salt Flats, but only one type was observed in Pilot Valley. Geomorphic differences in the salt crust are caused by differences in their hydrologic environments. The salt crusts are dynamic features that are subject to change because of climatic factors and man's activities.</p><p>Ground water occurs in three distinct aquifers in much of the western Great Salt Lake Desert: (1) the basin-fill aquifer, which yields water from conglomerate in the lower part of the basin fill, (2) the alluvial-fan aquifer, which yields water from sand and gravel along the western margins of both playas, and (3) the shallow-brine aquifer, which yields water from near-surface carbonate muds and crystalline halite and gypsum. The shallow-brine aquifer is the main source of brine used for the production of potash on the Salt Flats.</p><p>Recharge to that part of the shallow-brine aquifer north of Interstate Highway 80 on the Salt Flats is mainly by infiltration of precipitation and wind-driven floods of surface brine. Discharge was mainly by evaporation at the playa surface and withdrawals from brine-collection ditches. Some water was transpired by phreatophytes, and some leaked into the alluvial fan along the western edge of the playa.</p><p>Salt-scraping studies indicate that the amount of halite on the Salt Flats is directly related to the amount of recharge through the surface (which causes re-solution of halite) and the amount of evaporation at the surface (which causes crystallization of halite). Evaporation rates through sediment-covered salt crust and the gypsum surface were estimated at between 3x10<sup>-4</sup> and 4x10<sup>-3</sup> inches per day during the summer and fall of 1976. Evaporation rates through the surface of thick perennial salt crust were much higher.</p><p>The concentration of dissolved solids in brine in the shallow-brine aquifer varies, but it generally increases from the edges of the playas toward areas of salt crust. Dissolved-solids concentration in the shallow brine ranges from less than 100,000 to more than 300,000 milligrams per liter on both playas. The increase in salinity toward areas of salt crust reflects the natural direction of brine movement through the aquifer toward the natural discharge area.</p><p>On the Salt Flats, the percentages of dissolved potassium chloride and magnesium chloride in the shallow-brine aquifer generally increase from the edge of the playa to- ward the salt crust. The relative enrichment in potassium and magnesium reflects the many years of subsurface drainage toward the main discharge area (the salt crust) prior to man's withdrawal of brine. By artificially extracting brines from the carbonate muds, the percentages of potassium and magnesium have decreased while brine salinity has been maintained by re-solution of the salt crust.</p><p>The configuration of the density-corrected potentiometric surface in the fall of 1976 indicates that brine in the shallow-brine aquifer under the Bonneville Racetrack was draining toward brine-collection ditches or a well field to the west. Ground-water divides have no effect on the movement of dissolved salt across the surface in wind-driven floods, and salt in surface brine was carried from the racetrack into the area of influence of the ditches by such surface movement. During 1976 on the Salt Flats, some brine was moving through the shallow-brine aquifer across lease and property boundaries.</p><p>An evaluation of suggested remedial measures indicates that none will completely eliminate the conflict between uses or transform the Bonneville Salt Flats to its original state prior to man's activities in the area.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2057","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Lines, G.C., 1979, Hydrology and surface morphology of the Bonneville Salt Flats and Pilot Valley Playa, Utah: U.S. Geological Survey Water Supply Paper 2057, vii, 107 p., https://doi.org/10.3133/wsp2057.","productDescription":"vii, 107 p.","numberOfPages":"117","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":138280,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2057/report-thumb.jpg"},{"id":27729,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2057/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Bonneville Salt Flats, Pilot Valley Playa","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e898","contributors":{"authors":[{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144712,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2182,"text":"wsp1532I - 1979 - Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73","interactions":[{"subject":{"id":10117,"text":"ofr78165 - 1978 - Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73","indexId":"ofr78165","publicationYear":"1978","noYear":false,"title":"Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73"},"predicate":"SUPERSEDED_BY","object":{"id":2182,"text":"wsp1532I - 1979 - Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73","indexId":"wsp1532I","publicationYear":"1979","noYear":false,"chapter":"I","title":"Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73"},"id":1}],"lastModifiedDate":"2022-01-07T19:50:06.11252","indexId":"wsp1532I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"1532","chapter":"I","title":"Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73","docAbstract":"<p>No abstract available.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrologic effects of land use","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1532I","usgsCitation":"Lusby, G.C., 1979, Effects of grazing on runoff and sediment yield from desert rangeland at Badger Wash in western Colorado, 1953-73: U.S. Geological Survey Water Supply Paper 1532, Report: iv, I34 p.; Plate, 19.00 x 12.00 inches, https://doi.org/10.3133/wsp1532I.","productDescription":"Report: iv, I34 p.; Plate, 19.00 x 12.00 inches","costCenters":[],"links":[{"id":394049,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24712.htm"},{"id":138238,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1532i/report-thumb.jpg"},{"id":27805,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1532i/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27806,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1532i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","otherGeospatial":"Badger Wash","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108.948,\n              39.292\n            ],\n            [\n              -108.91,\n              39.292\n            ],\n            [\n              -108.91,\n              39.356\n            ],\n            [\n              -108.948,\n              39.356\n            ],\n            [\n              -108.948,\n              39.292\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4be4b07f02db62564f","contributors":{"authors":[{"text":"Lusby, Gregg C.","contributorId":68290,"corporation":false,"usgs":true,"family":"Lusby","given":"Gregg","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144786,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1066,"text":"wsp1576J - 1979 - Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado","interactions":[{"subject":{"id":8055,"text":"ofr77623 - 1977 - Availability and quality of ground water, Southern Ute Indian Reservation, southwestern Colorado","indexId":"ofr77623","publicationYear":"1977","noYear":false,"title":"Availability and quality of ground water, Southern Ute Indian Reservation, southwestern Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":1066,"text":"wsp1576J - 1979 - Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado","indexId":"wsp1576J","publicationYear":"1979","noYear":false,"chapter":"J","title":"Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1576J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"1576","chapter":"J","title":"Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado","docAbstract":"Population growth and the potential development of subsurface mineral resources have increased the need for information on the availability and quality of ground water on the Southern Ute Indian Reservation. The U.S. Geological Survey, in cooperation with the Southern Ute Tribal Council, the Four Corners Regional Planning Commission, and the U.S. Bureau of Indian Affairs, conducted a study during 1974-76 to assess the ground-water resources of the reservation. \r\n\r\nWater occurs in aquifers in the Dakota Sandstone, Mancos Shale, Mesaverde Group, Lewis Shale, Pictured Cliffs Sandstone, Fruitland Formation, Kirtland Shale, Animas and San Jose Formations, and terrace and flood-plain deposits. Well yields from sandstone and shale aquifers are small, generally in the range from 1 to 10 gallons per minute with maximum reported yields of 75 gallons per minute. Well yields from terrace deposits generally range from 5 to 10 gallons per minute with maximum yields of 50 gallons per minute. Well yields from flood-plain deposits are as much as 25 gallons per minute but average 10 gallons per minute. \r\n\r\nWater quality in aquifers depends in part on rock type. Water from sandstone, terrace, and flood-plain aquifers is predominantly a calcium bicarbonate type, whereas water from shale aquifers is predominantly a sodium bicarbonate type. Water from rocks containing interbeds of coal or carbonaceous shales may be either a calcium or sodium sulfate type. Dissolved-solids concentrations of ground water ranged from 115 to 7,130 milligrams per liter. Water from bedrock aquifers is the most mineralized, while water from terrace and flood-plain aquifers is the least mineralized. In many water samples collected from bedrock, terrace, and flood-plain aquifers, the concentrations of arsenic, chloride, dissolved solids, fluoride, iron, manganese, nitrate, selenium, and sulfate exceeded U.S. Public Health Service (1962) recommended limits for drinking water. \r\n\r\nSelenium in the ground water in excess of U.S. Public Health Service (1962) recommended limit of 10 micrograms per liter for drinking water occurs throughout the reservation but principally in the central part. Of the 265 wells and springs sampled, 74 contained water with selenium concentrations in excess of the recommended limit. Selenium concentrations exceeded 10 micrograms per liter principally in water from aquifers in the San Jose and Animas Formations. The maximum selenium concentration determined during the study was 13,000 micrograms per liter in a sample obtained from the San Jose Formation. The only known documented case of human selenium poisoning caused by drinking ground water occurred on the reservation.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1576J","usgsCitation":"Brogden, R.E., Hutchinson, E.C., and Hillier, D.E., 1979, Availability and quality of ground water, southern Ute Indian Reservation, southwestern Colorado: U.S. Geological Survey Water Supply Paper 1576, iv, 28 p. : ill., maps (1 fold. col. in pocket) ; 24 cm., https://doi.org/10.3133/wsp1576J.","productDescription":"iv, 28 p. : ill., maps (1 fold. col. in pocket) ; 24 cm.","costCenters":[],"links":[{"id":137993,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1576j/report-thumb.jpg"},{"id":25745,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576j/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25746,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1576j/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db667f10","contributors":{"authors":[{"text":"Brogden, Robert E.","contributorId":56202,"corporation":false,"usgs":true,"family":"Brogden","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143122,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hutchinson, E. Carter","contributorId":28954,"corporation":false,"usgs":true,"family":"Hutchinson","given":"E.","email":"","middleInitial":"Carter","affiliations":[],"preferred":false,"id":143121,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hillier, Donald E.","contributorId":105282,"corporation":false,"usgs":true,"family":"Hillier","given":"Donald","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143123,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2396,"text":"wsp2060 - 1979 - Simulation analysis of the unconfined aquifer, Raft River geothermal area, Idaho-Utah","interactions":[],"lastModifiedDate":"2022-12-15T22:36:44.732243","indexId":"wsp2060","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"2060","title":"Simulation analysis of the unconfined aquifer, Raft River geothermal area, Idaho-Utah","docAbstract":"<p>This study covers about 1,000 mi<sup>2</sup> (2,600 km<sup>2</sup> ) of the southern Raft River drainage basin in south-central Idaho and northwest Utah. The main area of interest, approximately 200 mi2 (520 km<sup>2</sup> ) of semiarid agricultural and rangeland in the southern Raft River Valley that includes the known Geothermal Resource Area near Bridge, Idaho, was modelled numerically to evaluate the hydrodynamics of the unconfined aquifer. Computed and estimated transmissivity values range from 1,200 feet squared per day (110 meters squared per day) to 73,500 feet squared per day (6,830 meters squared per day). Water budgets, including ground-water recharge and discharge for approximate equilibrium conditions, have been computed by several previous investigators; their estimates of available ground-water recharge range from about 46,000 acre-feet per year (57 cubic hectometers per year) to 100,000 acre-feet per year (123 cubic hectometers per year).</p><p>Simulation modeling of equilibrium conditions represented by 1952 water levels suggests: (1) recharge to the water-table aquifer is about 63,000 acre-feet per year (77 cubic hectometers per year); (2) a significant volume of ground water is discharged through evapotranspiration by phreatophytes growing on the valley bottomlands; (3) the major source of recharge may be from upward leakage of water from a deeper, confined reservoir; and (4) the aquifer transmissivity probably does not exceed about 12,000 feet squared per day (3,100 meters squared per day). Additional analysis carried out by simulating transient conditions from 1952 to 1965 strongly suggests that aquifer transmissivity does not exceed about 7,700 feet squared per day (700 meters squared per day). The model was calibrated using slightly modified published pumpage data; it satisfactorily reproduced the historic water-level decline over the period 1952-65.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2060","usgsCitation":"Nichols, W., 1979, Simulation analysis of the unconfined aquifer, Raft River geothermal area, Idaho-Utah: U.S. Geological Survey Water Supply Paper 2060, iv, 46 p., https://doi.org/10.3133/wsp2060.","productDescription":"iv, 46 p.","numberOfPages":"51","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":139196,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2060/report-thumb.jpg"},{"id":28374,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2060/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":410592,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25431.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Idaho, Utah","otherGeospatial":"Raft River geothermal area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -113.5,\n              42.325\n            ],\n            [\n              -113.5,\n              41.9\n            ],\n            [\n              -113.208,\n              41.9\n            ],\n            [\n              -113.208,\n              42.325\n            ],\n            [\n              -113.5,\n              42.325\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685aac","contributors":{"authors":[{"text":"Nichols, William D.","contributorId":98296,"corporation":false,"usgs":true,"family":"Nichols","given":"William D.","affiliations":[],"preferred":false,"id":145132,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2822,"text":"wsp1817G - 1979 - Concentration and fractionation of hydrophobic organic acid constituents from natural waters by liquid chromatography","interactions":[],"lastModifiedDate":"2012-02-02T00:05:27","indexId":"wsp1817G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"1817","chapter":"G","title":"Concentration and fractionation of hydrophobic organic acid constituents from natural waters by liquid chromatography","docAbstract":"A scheme is presented which used adsorption chromatography with pH gradient elution and size-exclusion chromatography to concentrate and separate hydrophobic organic acids from water. A review of chromatographic processes involved in the flow scheme is also presented. Organic analytes which appear in each aqueous fraction are quantified by dissolved organic carbon analysis. Hydrophobic organic acids in a water sample are concentrated on a porous acrylic resin. These acids usually constitute approximately 30-50 percent of the dissolved organic carbon in an unpolluted water sample and are eluted with an aqueous eluent (dilute base). The concentrate is then passed through a column of polyacryloylmorpholine gel, which separates the acids into high- and low-molecular-weight fractions. The high- and low-molecular-weight eluates are reconcentrated by adsorption chromatography, then are eluted with a pH gradient into strong acids (predominately carboxylic acids) and weak acids (predominately phenolic compounds). For standard compounds and samples of unpolluted waters, the scheme fractionates humic substances into strong and weak acid fractions that are separated from the low molecular weight acids. A new method utilizing conductivity is also presented to estimate the acidic components in the methanol fraction.","language":"ENGLISH","publisher":"U.S. Geological Survey : for sale by the Supt. of Docs., U.S. Govt. Print. Off.,","doi":"10.3133/wsp1817G","usgsCitation":"Thurman, E., and Malcolm, R., 1979, Concentration and fractionation of hydrophobic organic acid constituents from natural waters by liquid chromatography: U.S. Geological Survey Water Supply Paper 1817, iii, 16 p. : ill. ; 23 cm., https://doi.org/10.3133/wsp1817G.","productDescription":"iii, 16 p. : ill. ; 23 cm.","costCenters":[],"links":[{"id":138742,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1817g/report-thumb.jpg"},{"id":29380,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1817g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa18c","contributors":{"authors":[{"text":"Thurman, E.M.","contributorId":102864,"corporation":false,"usgs":true,"family":"Thurman","given":"E.M.","affiliations":[],"preferred":false,"id":145856,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Malcolm, Ronald L.","contributorId":46075,"corporation":false,"usgs":true,"family":"Malcolm","given":"Ronald L.","affiliations":[],"preferred":false,"id":145855,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1142,"text":"wsp1757O - 1979 - The corrosive well waters of Egypt's western desert","interactions":[{"subject":{"id":18481,"text":"ofr78892 - 1978 - The corrosive well waters of Egypt's Western Desert","indexId":"ofr78892","publicationYear":"1978","noYear":false,"title":"The corrosive well waters of Egypt's Western Desert"},"predicate":"SUPERSEDED_BY","object":{"id":1142,"text":"wsp1757O - 1979 - The corrosive well waters of Egypt's western desert","indexId":"wsp1757O","publicationYear":"1979","noYear":false,"chapter":"O","title":"The corrosive well waters of Egypt's western desert"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1757O","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"1757","chapter":"O","title":"The corrosive well waters of Egypt's western desert","docAbstract":"The discovery that ground waters of Egypt's Western Desert are highly corrosive is lost in antiquity. Inhabitants of the oases have been aware of the troublesome property for many decades and early investigators mention it in their reports concerning the area. Introduction of modern well-drilling techniques and replacements of native wood casing with steel during the 20th century increased corrosion problems and, in what is called the New Valley Project, led to an intense search for causes and corrective treatments. This revealed that extreme corrosiveness results from combined effects of relatively acidic waters with significant concentrations of destructive sulfide ion; unfavorable ratios of sulfate and chloride to less aggressive ions; mineral equilibria and electrode potential which hinder formation of protective films; relative high chemical reaction rates because of abnormal temperatures, and high surface velocities related to well design. \r\n\r\nThere is general agreement among investigators that conventional corrosion control methods such as coating metal surfaces, chemical treatment of the water, and electrolytic protection with impressed current and sacrificial electrodes are ineffective or impracticable for wells in the Western Desert's New Valley. Thus, control must be sought through the use of materials more resistant to corrosion than plain carbon steel wherever well screens and casings are necessary. Of the alternatives considered, stainless steel appears to. be the most promising where high strength and long-term services are required and the alloy's relatively high cost is acceptable. Epoxy resin-bonded fiberglass and wood appear to be practicable, relatively inexpensive alternatives for installations which do. not exceed their strength limitations. Other materials such as high strength aluminum and Monel Metal have shown sufficient promise to. merit their consideration in particular locations and uses. The limited experience with pumping in these desert wells leaves uncertainties concerning the durability of conventional pump designs. \r\n\r\nEgypt's New Valley Project provides an excellent opportunity for continuing study of the corrosion problems that concern ground-water developers in many parts of the world.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1757O","usgsCitation":"Clarke, F., 1979, The corrosive well waters of Egypt's western desert: U.S. Geological Survey Water Supply Paper 1757, v, 55 p. : ill., maps ; 24 cm., https://doi.org/10.3133/wsp1757O.","productDescription":"v, 55 p. : ill., maps ; 24 cm.","costCenters":[],"links":[{"id":137610,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1757o/report-thumb.jpg"},{"id":25923,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1757o/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db66890d","contributors":{"authors":[{"text":"Clarke, Frank Eldridge","contributorId":107255,"corporation":false,"usgs":true,"family":"Clarke","given":"Frank Eldridge","affiliations":[],"preferred":false,"id":143248,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18157,"text":"ofr79208 - 1979 - Low-flow characteristics of Alabama streams","interactions":[{"subject":{"id":18157,"text":"ofr79208 - 1979 - Low-flow characteristics of Alabama streams","indexId":"ofr79208","publicationYear":"1979","noYear":false,"title":"Low-flow characteristics of Alabama streams"},"predicate":"SUPERSEDED_BY","object":{"id":1032,"text":"wsp2083 - 1982 - Low-flow characteristics of Alabama streams","indexId":"wsp2083","publicationYear":"1982","noYear":false,"title":"Low-flow characteristics of Alabama streams"},"id":1}],"supersededBy":{"id":1032,"text":"wsp2083 - 1982 - Low-flow characteristics of Alabama streams","indexId":"wsp2083","publicationYear":"1982","noYear":false,"title":"Low-flow characteristics of Alabama streams"},"lastModifiedDate":"2012-02-02T00:07:22","indexId":"ofr79208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-208","title":"Low-flow characteristics of Alabama streams","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79208","usgsCitation":"Bingham, R.H., 1979, Low-flow characteristics of Alabama streams: U.S. Geological Survey Open-File Report 79-208, iii, 49 p., 1 leaf of plates :ill., graphs, maps (1 col.) ;28 cm., https://doi.org/10.3133/ofr79208.","productDescription":"iii, 49 p., 1 leaf of plates :ill., graphs, maps (1 col.) ;28 cm.","costCenters":[],"links":[{"id":150144,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7ee4b07f02db648534","contributors":{"authors":[{"text":"Bingham, Roy H.","contributorId":56632,"corporation":false,"usgs":true,"family":"Bingham","given":"Roy","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":178638,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17449,"text":"ofr791533 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Clear Creek, Monroe County, Indiana","interactions":[],"lastModifiedDate":"2024-02-26T18:14:15.080516","indexId":"ofr791533","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1533","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Clear Creek, Monroe County, Indiana","docAbstract":"<p>The Indiana State Board of Health is developing a State water-quality management plan that includes establishing limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in Clear Creek was used to develop alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.</p><p>The Winston Thomas wastewater-treatment facility is the only point-source waste load affecting the modeled segment of Clear Creek. A new wastewater-treatment facility under construction at Dillman Road (river mile 23.78) will replace the Winston Thomas wastewater-treatment facility (river mile 16.96) in 1980.</p><p>Natural streamflow during the summer and annual 7-day, 10-year low flows are zero, so no benefit from dilution is provided.</p><p>The model indicates that ammonia-nitrogen toxicity is the most significant factor affecting the stream water quality during summer and winter low flows. The ammonia-nitrogen concentration of the wastewater effluent exceeds the maximum total ammonia-nitrogen concentrations of 2.5 milligrams per liter for summer months (June through August) and 4.0 milligrams per liter for winter months (November through March) required for Indiana streams.</p><p>Nitrification, benthic-oxygen demand, and algal respiration were the most significant factors affecting the dissolved-oxygen concentration in Clear Creek during the model calibration. Nitrification should not significantly affect the dissolved-oxygen concentration in Clear Creek during summer low flows when the ammonia-nitrogen toxicity standards are met.</p><p>Carbonaceous biochemical-oxygen demand is probably not a significant factor in the dissolved-oxygen dynamics of Clear Creek because most of the carbonaceous biochemical-oxygen demand was estimated to be removed through settling or some other process.</p><p>The 5-day biochemical-oxygen demand of the effluent from the new wastewater-treatment facility at Dillman Road will be limited to 5 milligrams per liter after the implementation of advanced-waste treatment in 1980.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791533","collaboration":"Prepared in cooperation with the Indiana State Board of Health","usgsCitation":"Wilber, W.G., Crawford, C.G., Peters, J.G., and Girardi, F.P., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Clear Creek, Monroe County, Indiana: U.S. Geological Survey Open-File Report 79-1533, vii, 63 p., https://doi.org/10.3133/ofr791533.","productDescription":"vii, 63 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":426006,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1533/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150459,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1533/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Monroe County","otherGeospatial":"Clear Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-86.6309,39.3481],[-86.6309,39.3413],[-86.5732,39.3395],[-86.4631,39.3391],[-86.3816,39.3399],[-86.3805,39.2679],[-86.38,39.2525],[-86.3723,39.252],[-86.3695,39.1246],[-86.3695,39.1115],[-86.3696,39.0848],[-86.3702,39.073],[-86.3702,39.0544],[-86.3702,39.0485],[-86.3181,39.0489],[-86.3182,39.0357],[-86.3177,38.9936],[-86.3508,38.9941],[-86.3692,38.9941],[-86.4443,38.9942],[-86.4609,38.9942],[-86.5728,38.9941],[-86.6853,38.994],[-86.6831,39.0811],[-86.6816,39.1667],[-86.683,39.2537],[-86.6844,39.3372],[-86.6653,39.3317],[-86.6636,39.334],[-86.6606,39.3335],[-86.6558,39.3313],[-86.6535,39.334],[-86.6559,39.3435],[-86.6553,39.3494],[-86.6511,39.3562],[-86.6476,39.3558],[-86.638,39.3481],[-86.6309,39.3481]]]},\"properties\":{\"name\":\"Monroe\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6ab8e6","contributors":{"authors":[{"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":176424,"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":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true},{"id":451,"text":"National Water Quality Assessment Program","active":true,"usgs":true}],"preferred":true,"id":176425,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":176426,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Girardi, Frank P.","contributorId":86792,"corporation":false,"usgs":true,"family":"Girardi","given":"Frank","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":176427,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":18483,"text":"ofr791290 - 1979 - Ground-water levels and quality data for Georgia, 1978","interactions":[],"lastModifiedDate":"2022-01-10T20:36:32.204256","indexId":"ofr791290","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1290","title":"Ground-water levels and quality data for Georgia, 1978","docAbstract":"Mean water levels in wells across Georgia were from 0.25 foot higher to 11.4 feet lower in 1978 than in 1977, and in some areas were the lowest on record. Water levels in the principal artesian aquifer underwent a long-term decline during the period 1969-78. In some areas water levels dropped more than 10 feet. Wells tapping the Clayton Limestone in the Albany area showed a long-term decline during the period 1969-78, and in some wells water levels dropped more than 20 feet. Water levels in the Cretaceous aquifer system showed little fluctuation during 1978; however, in a well located in Chattahoochee County, water levels declined 4.4 feet during 1969-78. In the Piedmont area mean water levels remained the same to 2.2 feet lower in 1978 than in 1977, and showed no long-term trend. Chloride concentrations in the principal artesian aquifer in the Savannah area remained stable and in the Brunswick area continued to rise during 1978. Daily mean water-level fluctuations and trends for 1978 and fluctuations of the monthly mean water level for the previous 10 years are shown in hydrographs of 33 selected observation wells in Georgia. Chloride concentrations in 11 wells in the Savannah and Brunswick areas are shown in graphs of monthly values over the previous 10 years. A short narrative explains fluctuations and trends in each of the hydrographs and chloride concentration graphs shown. 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,{"id":18597,"text":"ofr79985 - 1979 - Annual water-resources review, White Sands Missile Range, New Mexico, 1978","interactions":[],"lastModifiedDate":"2012-02-02T00:07:27","indexId":"ofr79985","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-985","title":"Annual water-resources review, White Sands Missile Range, New Mexico, 1978","docAbstract":"Ground-water data were collected in 1978 at White Sands Missile Range in south-central New Mexico. Total ground-water pumpage in 1978 was 692,045,700 gallons or 7,248,300 less than in 1977. Wells at the Post Headquarters produced 98 percent of the total volume. Water levels in test wells around the Post Headquarters well field show seasonal declines ranging from 14.78 feet to 0.71 feet. The water samples collected from the supply wells show that the chemical quality of the water is slightly better during the period of greatest declines. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79985","usgsCitation":"Cruz, R.R., 1979, Annual water-resources review, White Sands Missile Range, New Mexico, 1978: U.S. Geological Survey Open-File Report 79-985, iv, 3 p. :ill. ;28 cm., https://doi.org/10.3133/ofr79985.","productDescription":"iv, 3 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":95412,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0985/report.pdf","size":"1117","linkFileType":{"id":1,"text":"pdf"}},{"id":150672,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0985/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b781","contributors":{"authors":[{"text":"Cruz, R. R.","contributorId":97496,"corporation":false,"usgs":true,"family":"Cruz","given":"R.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":179405,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16541,"text":"ofr791534 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for the Mississinewa River, Grant County, Indiana","interactions":[],"lastModifiedDate":"2024-02-26T19:45:50.688198","indexId":"ofr791534","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1534","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for the Mississinewa River, Grant County, Indiana","docAbstract":"<p>The Indiana State Board of Health is developing a State water-quality management plan that includes establishing limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in the Mississinewa River was used to develop alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows.</p><p>The hydrology of the Mississinewa River downstream from Gas City is controlled primarily by two factors: low slopes, typical of the Tipton Till Plain, and a 10-foot dam at river mile 35.90 in Marion. All point-source waste loads affecting the modeled segment of the Mississinewa River are in the four incorporated municipalities of Fairmount, Jonesboro, Gas City, and Marion, in a primarily agricultural area.</p><p>Model simulations indicate that algal photosynthesis and nitrification are the most significant factors affecting the dissolved-oxygen concentration of the Mississinewa River during summer low flows. Natural reaeration, without photosynthesis, is not sufficient to maintain an average dissolved-oxygen concentration of at least 5 milligrams per liter in the stream, the State's water-quality standard.</p><p>Projected carbonaceous and nitrogenous biochemical-oxygen demand loads, from the Indiana State Board of Health, for Owens-Illinois, Inc., and the Gas City and Marion wastewater-treatment facilities will result in violations of the in-stream dissolved-oxygen standard. Fairmount and Jonesboro, because of their distance from the Mississinewa, do not significantly affect the water quality of the modeled segment.</p><p>Model simulations also indicate that, during winter low flows, ammonia toxicity, rather than dissolved oxygen, is the limiting water-quality criterion in the Mississinewa River downstream from the Gas City wastewater-treatment facility.</p><p>Calculations of the stream's assimilative capacity indicate that future waste discharge in the Mississinewa River basin will probably be limited to the reach downstream from the Marion dam (river mile 35.90).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791534","collaboration":"Prepared in cooperation with Indiana State Board of Health","usgsCitation":"Wilber, W.G., Crawford, C.G., and Peters, J.G., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for the Mississinewa River, Grant County, Indiana: U.S. Geological Survey Open-File Report 79-1534, vii, 98 p., https://doi.org/10.3133/ofr791534.","productDescription":"vii, 98 p.","costCenters":[],"links":[{"id":426012,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1534/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150520,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1534/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Grant County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.6385,40.6542],[-85.5609,40.6546],[-85.4476,40.6541],[-85.4453,40.567],[-85.4454,40.4799],[-85.4448,40.3933],[-85.4451,40.3792],[-85.5784,40.3794],[-85.8621,40.3784],[-85.8624,40.407],[-85.8641,40.5666],[-85.8645,40.6528],[-85.7869,40.6533],[-85.6742,40.654],[-85.6385,40.6542]]]},\"properties\":{\"name\":\"Grant\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab8b8","contributors":{"authors":[{"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":173019,"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":173020,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":173021,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":18498,"text":"ofr79706 - 1979 - Selected Geological Survey, U.S. Bureau of Mines, and Alaska Division of Geological and Geophysical surveys reports and maps on Alaska released during 1978, indexed by quadrangle","interactions":[],"lastModifiedDate":"2024-04-08T22:04:44.487978","indexId":"ofr79706","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-706","title":"Selected Geological Survey, U.S. Bureau of Mines, and Alaska Division of Geological and Geophysical surveys reports and maps on Alaska released during 1978, indexed by quadrangle","docAbstract":"<p>This open—file report lists all Geological Survey, U.S. Bureau of Mines, and State of Alaska Division of Geological and Geophysical Surveys reports and maps on the geology, geophysics, and mineral and water resources of Alaska published or released to open files in 1978. They are listed by the quadrangles (scale 1:250,000) into which Alaska has been subdivided for topographic mapping (p. 4). As these three agencies also issued reports and maps on other subjects, the following lists are selected in the sense that such documents are not included. Most of the listed reports and maps bear a 1978 imprint date; a few with earlier imprint dates actually were not delivered until 1978.</p><p>Reports that deal with regional tectonic hypotheses, regional syntheses, Alaska as a whole, or with areas that can not be identified with a specific quadrangle are listed under Alaska — General, as are statistical presentations, indexes, and the like. Reports and maps that deal with offshore areas not within quadrangle boundaries are listed under Offshore Areas. The Alaska — General and Offshore Areas lists appear before the alphabetically arranged quadrangle listings.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79706","usgsCitation":"Cobb, E.H., 1979, Selected Geological Survey, U.S. Bureau of Mines, and Alaska Division of Geological and Geophysical surveys reports and maps on Alaska released during 1978, indexed by quadrangle: U.S. Geological Survey Open-File Report 79-706, iii, 187 p., https://doi.org/10.3133/ofr79706.","productDescription":"iii, 187 p.","costCenters":[],"links":[{"id":427571,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0706/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151551,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0706/report-thumb.jpg"}],"country":"United 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,{"id":18569,"text":"ofr79684 - 1979 - Preliminary study of wastewater movement in Yellowstone National Park, Wyoming, October 1976 through September 1977","interactions":[],"lastModifiedDate":"2023-03-21T18:49:46.826596","indexId":"ofr79684","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-684","title":"Preliminary study of wastewater movement in Yellowstone National Park, Wyoming, October 1976 through September 1977","docAbstract":"<p>Studies were made from October 1976 through September 1977 to determine the effects on lakes and streams of wastewater effluents that percolate from sewage lagoons at four sites in Yellowstone National Park. Ground-water mounds have built up under the lagoons as percolation of effluents occurred. Percolating effluents mix with ground water and move down the hydraulic gradient in a direction generally perpendicular to the water-level contours. Maps showing chloride and sulfate concentrations, specific conductance of water in wells, and water-level contours indicate the most likely areas and directions of movement of percolating effluents.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr79684","usgsCitation":"Cox, E.R., 1979, Preliminary study of wastewater movement in Yellowstone National Park, Wyoming, October 1976 through September 1977: U.S. Geological Survey Open-File Report 79-684, vi, 59 p., https://doi.org/10.3133/ofr79684.","productDescription":"vi, 59 p.","costCenters":[],"links":[{"id":414479,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_30257.htm","linkFileType":{"id":5,"text":"html"}},{"id":47924,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0684/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151991,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0684/report-thumb.jpg"}],"country":"United States","state":"Wyoming","otherGeospatial":"Yellowstone National Park","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -110.875,\n              44.647\n            ],\n            [\n              -110.875,\n              44.386\n            ],\n            [\n              -110.35,\n              44.386\n            ],\n            [\n              -110.35,\n              44.647\n            ],\n            [\n              -110.875,\n              44.647\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aabe4b07f02db669e84","contributors":{"authors":[{"text":"Cox, Edward Riley","contributorId":40966,"corporation":false,"usgs":true,"family":"Cox","given":"Edward","email":"","middleInitial":"Riley","affiliations":[],"preferred":false,"id":179353,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18406,"text":"ofr791278 - 1979 - Water-resources investigations of the U.S. Geological Survey in Wyoming, fiscal year 1979","interactions":[],"lastModifiedDate":"2017-01-09T10:58:22","indexId":"ofr791278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1278","title":"Water-resources investigations of the U.S. Geological Survey in Wyoming, fiscal year 1979","docAbstract":"<p>This report contains lists of surface-water stations, ground-water stations, water-quality stations, sediment stations , and peak-flow partial-record stations in Wyoming. The locations of the data-collection sites are shown on maps. Water-resources projects in Wyoming are also described, including many that are related to development of energy resources. The general locations of the projects are shown on maps. The U.S. Geological Survey is striving to coordinate its water-resources investigations with those of other agencies. This report serves as an annual progress report to cooperators and the public.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Cheyenne, WY","doi":"10.3133/ofr791278","usgsCitation":"Carlson, D., and Green, S.L., 1979, Water-resources investigations of the U.S. Geological Survey in Wyoming, fiscal year 1979: U.S. Geological Survey Open-File Report 79-1278, v, 115 p., https://doi.org/10.3133/ofr791278.","productDescription":"v, 115 p.","numberOfPages":"121","costCenters":[],"links":[{"id":47743,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1278/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151214,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1278/report-thumb.jpg"}],"country":"United States","state":"Wyoming","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e07","contributors":{"authors":[{"text":"Carlson, D.D.","contributorId":10816,"corporation":false,"usgs":true,"family":"Carlson","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":179062,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Green, S. L.","contributorId":83525,"corporation":false,"usgs":true,"family":"Green","given":"S.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":179063,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17274,"text":"ofr791681 - 1979 - Interior Board of Land Appeals files concerning certain 1975 bid rejections for Alvord KGRA, Oregon","interactions":[],"lastModifiedDate":"2012-02-02T00:07:22","indexId":"ofr791681","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1681","title":"Interior Board of Land Appeals files concerning certain 1975 bid rejections for Alvord KGRA, Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791681","usgsCitation":"Firek, F., 1979, Interior Board of Land Appeals files concerning certain 1975 bid rejections for Alvord KGRA, Oregon: U.S. Geological Survey Open-File Report 79-1681, ii, 205 p. ;27 cm., https://doi.org/10.3133/ofr791681.","productDescription":"ii, 205 p. ;27 cm.","costCenters":[],"links":[{"id":150025,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e08e8","contributors":{"authors":[{"text":"Firek, Frances","contributorId":18619,"corporation":false,"usgs":true,"family":"Firek","given":"Frances","email":"","affiliations":[],"preferred":false,"id":175705,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":17242,"text":"ofr8047 - 1979 - Hydrologic characteristics of Elim, Skunk, and Deer creeks, upper Nemadji River basin, Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T11:12:32","indexId":"ofr8047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"80-47","title":"Hydrologic characteristics of Elim, Skunk, and Deer creeks, upper Nemadji River basin, Minnesota","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr8047","usgsCitation":"Giacomini, E., Wolf, R.J., Payne, G.A., and Adolphson, D.G., 1979, Hydrologic characteristics of Elim, Skunk, and Deer creeks, upper Nemadji River basin, Minnesota: U.S. Geological Survey Open-File Report 80-47, 51 p., https://doi.org/10.3133/ofr8047.","productDescription":"51 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":149359,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Minnesota","otherGeospatial":"Upper Nemadji River basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611644","contributors":{"authors":[{"text":"Giacomini, E.G.","contributorId":23806,"corporation":false,"usgs":true,"family":"Giacomini","given":"E.G.","email":"","affiliations":[],"preferred":false,"id":175568,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wolf, R. J.","contributorId":21518,"corporation":false,"usgs":true,"family":"Wolf","given":"R.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":175567,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":175569,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Adolphson, D. G.","contributorId":106081,"corporation":false,"usgs":true,"family":"Adolphson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":175570,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
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,{"id":16540,"text":"ofr791344 - 1979 - A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Sand Creek, Decatur County, Indiana","interactions":[],"lastModifiedDate":"2024-06-28T21:08:53.764921","indexId":"ofr791344","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1344","title":"A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Sand Creek, Decatur County, Indiana","docAbstract":"<p>The Indiana State Board of Health is developing a State water-quality management plan that includes establishing limits for wastewater effluents discharged into Indiana streams. A digital model calibrated to conditions in Sand Creek was used to develop alternatives for future waste loadings that would be compatible with Indiana stream water-quality standards defined for two critical hydrologic conditions, summer and winter low flows. The Greensburg wastewater-treatment facility is the only point-source waste Load affecting Sand Creek in the vicinity of Greensburg. Nonpoint, unrecorded waste loads seemed to be significant during three water-quality surveys done by the Indiana State Board of Health.</p><p>Natural streamflow in Sand Creek during the summer and annual 7-day, 10-year low flow is zero, so no benefit from dilution is provided. Current (1978) ammonia-nitrogen and dissolved-oxygen concentrations of effluent from the Greensburg wastewater-treatment facility will not meet Indiana stream water-quality standards for ammonia toxicity and dissolved oxygen.</p><p>Model simulations indicate that benthic-oxygen demand, nitrification, and the dissolved-oxygen concentration of the wastewater effluent are the most significant factors affecting the in-stream dissolved-oxygen concentrations during summer low flows. The model predicts that with a benthic-oxygen demand of 1.5 grams per square meter per day at 20° Celsius the stream has no additional waste-load assimilative capacity.</p><p>The model also indicates that if the deoxygenation rate for nitrogenous biochemical-oxygen demand ranges from 0.2 to 1.0 day<sup>-1</sup> at 20° Celsius and the in-stream ammonia-nitrogen toxicity standard is not exceeded, the minimum dissolved-oxygen concentration of the stream is primarily controlled by the dissolved-oxygen concentration of the wastewater effluent and the benthic-oxygen demand. If the deoxygenation rate for nitrogenous biochemical-oxygen demand is 3.5 day<sup>-1</sup> or greater at 20° Celsius, then even with an effluent total ammonia-nitrogen concentration of 2.5 milligrams per liter the minimum 24-hour average in-stream dissolved-oxygen concentration of at least 5 milligrams per liter cannot be met during summer low flows.</p><p>Current carbonaceous biochemical-oxygen demand loads from the Greensburg wastewater-treatment facility are sufficient to maintain an average dissolved-oxygen concentration of 5 milligrams per liter, the State's water-quality standard for streams during winter low flows.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr791344","collaboration":"Prepared in cooperation with Indiana State Board of Health","usgsCitation":"Wilber, W.G., Crawford, C.G., and Peters, J.G., 1979, A one-dimensional, steady-state, dissolved-oxygen model and waste-load assimilation study for Sand Creek, Decatur County, Indiana: U.S. Geological Survey Open-File Report 79-1344, viii, 76 p., https://doi.org/10.3133/ofr791344.","productDescription":"viii, 76 p.","costCenters":[],"links":[{"id":430616,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1344/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150519,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1344/report-thumb.jpg"}],"country":"United States","state":"Indiana","county":"Decatur County","otherGeospatial":"Sand Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.2977,39.4534],[-85.2966,39.268],[-85.4403,39.1954],[-85.5664,39.1325],[-85.688,39.1307],[-85.6881,39.1746],[-85.6878,39.2009],[-85.6873,39.2476],[-85.6865,39.2621],[-85.6859,39.3197],[-85.6852,39.3274],[-85.6851,39.3387],[-85.6849,39.3505],[-85.6302,39.3515],[-85.6296,39.4503],[-85.6302,39.453],[-85.2977,39.4534]]]},\"properties\":{\"name\":\"Decatur\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6abaec","contributors":{"authors":[{"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":173016,"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":173017,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, James G.","contributorId":69137,"corporation":false,"usgs":true,"family":"Peters","given":"James","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":173018,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":16982,"text":"ofr791397 - 1979 - Coal resource occurrence maps and coal development potential of the Sand Point Quadrangle, Rio Blanco and Routt counties, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:07:13","indexId":"ofr791397","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-1397","title":"Coal resource occurrence maps and coal development potential of the Sand Point Quadrangle, Rio Blanco and Routt counties, Colorado","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791397","usgsCitation":"Dames & Moore, 1979, Coal resource occurrence maps and coal development potential of the Sand Point Quadrangle, Rio Blanco and Routt counties, Colorado: U.S. Geological Survey Open-File Report 79-1397, 19 p., 3 over-size sheets, scale 1:24,000 :ill. ;28 cm., https://doi.org/10.3133/ofr791397.","productDescription":"19 p., 3 over-size sheets, scale 1:24,000 :ill. ;28 cm.","costCenters":[],"links":[{"id":149487,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1397/report-thumb.jpg"},{"id":46095,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1397/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":46096,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1397/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":46097,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1397/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":46098,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1397/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aefd7","contributors":{"authors":[{"text":"Dames & Moore","contributorId":127975,"corporation":true,"usgs":false,"organization":"Dames & Moore","id":528995,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":18562,"text":"ofr79201 - 1979 - Bibliography for map of prospective hydrocarbon provinces of the world","interactions":[],"lastModifiedDate":"2012-02-02T00:07:32","indexId":"ofr79201","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-201","title":"Bibliography for map of prospective hydrocarbon provinces of the world","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79201","usgsCitation":"Coury, A.B., Hendricks, T.A., and Tyler, T.F., 1979, Bibliography for map of prospective hydrocarbon provinces of the world: U.S. Geological Survey Open-File Report 79-201, 90 p. ;28 cm., https://doi.org/10.3133/ofr79201.","productDescription":"90 p. ;28 cm.","costCenters":[],"links":[{"id":151365,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/0201/report-thumb.jpg"},{"id":47914,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/0201/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629a5b","contributors":{"authors":[{"text":"Coury, Anny B.","contributorId":91470,"corporation":false,"usgs":true,"family":"Coury","given":"Anny","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":179343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hendricks, Thomas Andrews","contributorId":21147,"corporation":false,"usgs":true,"family":"Hendricks","given":"Thomas","email":"","middleInitial":"Andrews","affiliations":[],"preferred":false,"id":179342,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tyler, Theodore F.","contributorId":103648,"corporation":false,"usgs":true,"family":"Tyler","given":"Theodore","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":179344,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
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