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The dispensing and spreading ability of each of these formulations was tested. The most promising emulsifier that could be used with any of the alkanols was glyceryl monostearate (self-emulsifying). However, the concentration of the alkanol in the dispersion form varied somewhat: with the length of the carbon chain. A maximum concentration of 16 percent was obtained using the longer chain alkanols in the dispersion form without losing any of the properties of a fluid. \r\n\r\nNine field tests were undertaken on small stock tanks. The retardant materials used in these tests were dodecanol, hexadecanol, and octadecanol. These materials were applied in either liquid or dispersion form. Four types of dispensing equipment were tested. The first type used a pressure system which sprayed a liquid onto the surface of the water. An anemometer and wind-controlled vane, operated by an electrical system, determined the length End frequency of application. The second type was similar to the first except that gravity was utilized to force the liquid onto the surface. The third type. used a drip system with rates of about 10 drops per minute. The fourth type used a gravity feed and a wind-controlled valve which allowed the dispersion material to flow onto the surface of the water when the wind was in the proper direction. In the field tests, the best reduction in evaporation was obtained using octadecanol in dispersion form and dispensed with the wind-controlled valve and gravity feed system. The maximum reduction in evaporation for a 2-week period was 27 percent. However, the economics of suppressing evaporation from stock tanks is questionable because of the short travel time across the tank by the film. \r\n\r\nThere are still many problems unsolved. Some of these can be resolved in the laboratory whereas others can be resolved only in the field. Some of the more serious problems are the effect of impurities in the alkanols; the rate of cooling of the alkanol from a liquid to a solid state ; the effect of the film on the exchange of water molecules between the air and water; whether the film remains effective in suppressing evaporation for any rate of movement downwind; and the possible use of dodecanol and eicosanol as suppressants.","language":"ENGLISH","publisher":"U.S. Govt. Print. 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The area is underlain by about 70 to 180 feet of glacial drift, including at the top as much as 120 feet of outwash deposits (valley train) of the glacial Mississippi River. The underlying Cambrian bedrock consists of marine sedimentary formations including artesian sandstone aquifers. A hypothetically spilled liquid at the reactor site could follow one or both of two courses, thus: (1) It could flow over the land surface and through an artificial drainage system to the river in a matter of minutes; (2) part or nearly all of it could seep downward to the water table and then move laterally to the river. The time required might range from a few weeks to a year, or perhaps more. The St. Paul and Minneapolis water-supply intakes, 21 and 25 miles downstream, respectively, are the most critical points to be considered in the event of an accidental spill. Based on streamflow and velocity data for the Mississippi River near Anoka, the time required for the maximum concentration of a contaminant to travel from the reactor site to the St. Paul intake was computed to be about 8 hours, at the median annual maximum daily discharge. For this discharge, the maximum concentration at the intake would be about 0.0026 microcurie per cubic foot for the release of 1 curie of activity into the river near the reactor site.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/b1133C","collaboration":"Prepared in cooperation with the U.S. Atomic Energy Commission","usgsCitation":"Norvitch, R.F., Schneider, R., and Godfrey, R.G., 1963, Geology and hydrology of the Elk River, Minnesota, nuclear-reactor site: U.S. Geological Survey Bulletin 1133, Document: iv, 25 p.; 2 Plates: 18 x 16 inches, https://doi.org/10.3133/b1133C.","productDescription":"Document: iv, 25 p.; 2 Plates: 18 x 16 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":63222,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/bul/1133c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":63223,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/bul/1133c/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":63224,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1133c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":109385,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_20849.htm","linkFileType":{"id":5,"text":"html"},"description":"20849"},{"id":165594,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1133c/report-thumb.jpg"}],"country":"United States","state":"Minnesota","city":"Elk River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.61209869384766,\n 45.261596972270866\n ],\n [\n -93.61209869384766,\n 45.3297027614069\n ],\n [\n -93.51133346557617,\n 45.3297027614069\n ],\n [\n -93.51133346557617,\n 45.261596972270866\n ],\n [\n -93.61209869384766,\n 45.261596972270866\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b468c","contributors":{"authors":[{"text":"Norvitch, Ralph F.","contributorId":65456,"corporation":false,"usgs":true,"family":"Norvitch","given":"Ralph","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":214511,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schneider, Robert","contributorId":102460,"corporation":false,"usgs":true,"family":"Schneider","given":"Robert","email":"","affiliations":[],"preferred":false,"id":214513,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Godfrey, Richard G.","contributorId":100046,"corporation":false,"usgs":true,"family":"Godfrey","given":"Richard","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":214512,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":62152,"text":"gq227 - 1963 - Geology of the Thomas quadrangle, Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:10:28","indexId":"gq227","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"227","title":"Geology of the Thomas quadrangle, Kentucky","language":"ENGLISH","doi":"10.3133/gq227","usgsCitation":"Rice, C., 1963, Geology of the Thomas quadrangle, Kentucky: U.S. Geological Survey Geologic Quadrangle 227, 1 map :col. ;58 x 46 cm., on sheet 77 x 83 cm., folded in envelope 30 x 24 cm., https://doi.org/10.3133/gq227.","productDescription":"1 map :col. ;58 x 46 cm., on sheet 77 x 83 cm., folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":102231,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_680.htm","linkFileType":{"id":5,"text":"html"},"description":"680"},{"id":248343,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/0227/report.pdf","size":"33","linkFileType":{"id":1,"text":"pdf"}},{"id":253238,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/0227/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -82.61749999999999,37.6175 ], [ -82.61749999999999,37.75 ], [ -82.5,37.75 ], [ -82.5,37.6175 ], [ -82.61749999999999,37.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acbe4b07f02db67e329","contributors":{"authors":[{"text":"Rice, Charles L.","contributorId":61801,"corporation":false,"usgs":true,"family":"Rice","given":"Charles L.","affiliations":[],"preferred":false,"id":266994,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":69135,"text":"coal45 - 1963 - Geology and fuel resources of the southwestern part of the Raton coal field, Colfax County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-10T00:11:22","indexId":"coal45","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":309,"text":"Coal Map","code":"COAL","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"45","title":"Geology and fuel resources of the southwestern part of the Raton coal field, Colfax County, New Mexico","language":"ENGLISH","doi":"10.3133/coal45","isbn":"0607758872","usgsCitation":"Wanek, A.A., 1963, Geology and fuel resources of the southwestern part of the Raton coal field, Colfax County, New Mexico: U.S. Geological Survey Coal Map 45, 1 map :col. ;58 x 122 cm. on sheet 93 x 137 cm. folded to 19 x 30 cm. in envelope 30 x 24 cm., https://doi.org/10.3133/coal45.","productDescription":"1 map :col. ;58 x 122 cm. on sheet 93 x 137 cm. folded to 19 x 30 cm. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":115287,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/coal/045/report.pdf","size":"32","linkFileType":{"id":1,"text":"pdf"}},{"id":115288,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/coal/045/plate-1.pdf","size":"15352","linkFileType":{"id":1,"text":"pdf"}},{"id":115289,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/coal/045/plate-2.pdf","size":"8670","linkFileType":{"id":1,"text":"pdf"}},{"id":188347,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/coal/045/report-thumb.jpg"}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.23388888888888,36.5 ], [ -105.23388888888888,36.75 ], [ -104.56805555555555,36.75 ], [ -104.56805555555555,36.5 ], [ -105.23388888888888,36.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6861bd","contributors":{"authors":[{"text":"Wanek, Alexander A.","contributorId":61410,"corporation":false,"usgs":true,"family":"Wanek","given":"Alexander","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":279700,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":39014,"text":"pp372C - 1963 - Effects of drought in central and south Texas","interactions":[],"lastModifiedDate":"2022-01-06T20:59:55.116316","indexId":"pp372C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"372","chapter":"C","title":"Effects of drought in central and south Texas","docAbstract":"The effects of drought upon ground-water storage and discharge, and upon streamflow, vary tremendously in the central third of Texas (the area from the Panhandle to the Gulf of Mexico). Extremes are represented by (a) the Llano Estacado, where the drought had negligible effect upon ground-water resources, which are being progressively depleted by pumping for irrigation; and (b) the Balcones fault-zone aquifer west of San Antonio, whose storage and natural discharge declined substantially during the drought, but increased even more rapidly during succeeding years of more abundant precipitation.
","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Drought in the Southwest, 1942-56 (Professional Paper 372)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp372C","usgsCitation":"Thomas, H.E., 1963, Effects of drought in central and south Texas: U.S. Geological Survey Professional Paper 372, Report: iii, 31 p.; 4 Plates: 20.00 x 29.00 inches or smaller, https://doi.org/10.3133/pp372C.","productDescription":"Report: iii, 31 p.; 4 Plates: 20.00 x 29.00 inches or smaller","numberOfPages":"35","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":336010,"rank":10,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/pp372B","text":"Chapter B: General effects of drought on water resources of the Southwest"},{"id":336014,"rank":14,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/pp372G","text":"Chapter G: Effects of drought along Pacific Coast in California"},{"id":336013,"rank":13,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/pp372F","text":"Chapter F: Effects of drought in the Colorado River basin"},{"id":336012,"rank":12,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/pp372E","text":"Chapter E: Effects of drought in basins of interior drainage"},{"id":336011,"rank":11,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/pp372D","text":"Chapter D: Effects of drought in the Rio Grande basin"},{"id":66132,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0372c/plate-4.pdf","text":"Plate 4","size":"2.00 MB","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Hydrographs of wells in the Balcones fault-zone aquifer, 1931-58"},{"id":104446,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4369.htm","linkFileType":{"id":5,"text":"html"},"description":"4369"},{"id":66133,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0372c/report.pdf","size":"5.28 MB","linkFileType":{"id":1,"text":"pdf"}},{"id":336008,"rank":8,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/pp372H","text":"Chapter H: General summary of effects of the drought in the Southwest"},{"id":336009,"rank":9,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/pp372A","text":"Chapter A: The meteorologic phenomenon of drought in the Southwest"},{"id":121989,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0372c/report-thumb.jpg"},{"id":66131,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0372c/plate-3.pdf","text":"Plate 3","size":"1.35 MB","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Fluctuations in runoff from the Edwards Plateau, 1933-57"},{"id":66130,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0372c/plate-2.pdf","text":"Plate 2","size":"4.72 MB","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Hydrographs for the Austin area, 1933-57"},{"id":66129,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0372c/plate-1.pdf","text":"Plate 1","size":"1.47 MB","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Fluctuations in quantity and quality of water at the possum kingdom reservoir, Texas"}],"country":"United States","state":"Texas","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.5810546875,\n 28.806173508854776\n ],\n [\n -95.80078125,\n 29.649868677972304\n ],\n [\n -96.39404296875,\n 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The rainfall data were found to be nearly random. The discharge data, however, were found to be nonrandomly distributed in time and generated by a first-order Markov process. The expected value of the variance for a time series generated by a first-order Markov process was compared with the expected value of the variance for a random time series. This comparison showed that the expected value of the variance for a nonrandom time series converged to the population variance with an increase in sample size at a slower rate than for a random time series.","language":"ENGLISH","doi":"10.3133/pp434B","usgsCitation":"Matalas, N., 1963, Autocorrelation of rainfall and streamflow minimums: U.S. Geological Survey Professional Paper 434, p. B1-B10, https://doi.org/10.3133/pp434B.","productDescription":"p. 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