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The homologous straight-chain fatty alkanols are considered the best materials for retardants. \r\n\r\nSeveral methods of application of the alkanols to the reservoir surface were investigated. Although wick-type drippers for the application of liquids and cage rafts for the application of solids appear to be the most promising methods from an economic standpoint, both methods have serious disadvantages. Considerable study was given to reducing biochemical oxidation of the evaporation retardants. Copper in several forms was found adequate as a bacteriostatic agent but posed a potential hazard because of its toxicity. Many other bactericides that were tested were also toxic. \r\n\r\nTwo sets of large-scale field tests have been completed and several others are still in progress. On the larger reservoirs, the reduction of evaporation was not more than 20 percent under the prevailing conditions and the application procedure used. \r\n\r\nThree major practical problems remain; namely, the effects and action of wind on the monofilm, the effects of biochemical oxidation, and the most effective method of application. Fundamental problems remaining include the effects of various impurities, and the composition of the best evaporation retardant; the long-range effects of monofilms on the limnology of a reservoir, including the transfer of oxygen and carbon dioxide; toxicological aspects of all components of any evaporation-retardant composition, plus toxicology of any composition chosen for large-scale use; and further studies of the calorimetry and thermodynamics involved in the mechanism of evaporation and its reduction by a monofilm.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1480","usgsCitation":"Cruse, R.R., and Harbeck, G.E., 1960, Evaporation control research, 1955-58: U.S. Geological Survey Water Supply Paper 1480, iv, 45 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1480.","productDescription":"iv, 45 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":137913,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1480/report-thumb.jpg"},{"id":26145,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1480/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9433","contributors":{"authors":[{"text":"Cruse, Robert R.","contributorId":93326,"corporation":false,"usgs":true,"family":"Cruse","given":"Robert","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143403,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harbeck, Guy Earl","contributorId":82290,"corporation":false,"usgs":true,"family":"Harbeck","given":"Guy","email":"","middleInitial":"Earl","affiliations":[],"preferred":false,"id":143402,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1236,"text":"wsp1543A - 1960 - Flood-frequency analyses, Manual of Hydrology: Part 3","interactions":[{"subject":{"id":22463,"text":"ofr5813 - 1958 - Characteristics of frequency curves based on a theoretical 1,000-year record","indexId":"ofr5813","publicationYear":"1958","noYear":false,"title":"Characteristics of frequency curves based on a theoretical 1,000-year record"},"predicate":"SUPERSEDED_BY","object":{"id":1236,"text":"wsp1543A - 1960 - Flood-frequency analyses, Manual of Hydrology: Part 3","indexId":"wsp1543A","publicationYear":"1960","noYear":false,"chapter":"A","title":"Flood-frequency analyses, Manual of Hydrology: Part 3"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1543A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1960","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":"1543","chapter":"A","title":"Flood-frequency analyses, Manual of Hydrology: Part 3","docAbstract":"This report describes the method used by the U.S. Geological Survey to determine the magnitude and frequency of momentary peak discharges at any place on a stream, whether a gaging-station record is available or not. The method is applicable to a region of any size, as a river basin or a State, so long as the region is hydrologically homogeneous. \r\n\r\nThe analysis provides two curves. The first expresses the flood discharge-time relation, showing variation of peak discharge, expressed as a ratio to the mean annual flood, with recurrence interval. The second relates the mean annual flood to the size of drainage area alone, or to the size area and other significant basin characteristics. \r\n\r\nA frequency curve may be defined for any place in the region by use of these two curves. The procedure is: (a) measure the drainage area and other appropriate basin characteristics from maps; (b) from the second curve, select the mean annual flood corresponding to the proper drainage area factors; (c) from the first curve, select ratios of peak discharge to mean annual flood for selected recurrence intervals, as 2, 10, 25, and 50 years; and (d) multiply these ratios by the mean annual flood and plot the resulting discharges of known frequency to define the frequency curve. \r\n\r\nTwo reports not previously given general circulation are included as sections of this report. These are 'Plotting Positions in Frequency Analysis' by W. B. Langbein, and 'Characteristics of Frequency Curves Based on a Theoretical 1,000-Year Record' by M. A. Benson.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1543A","usgsCitation":"Dalrymple, T., 1960, Flood-frequency analyses, Manual of Hydrology: Part 3: U.S. Geological Survey Water Supply Paper 1543, v, 80 p. :ill., map ;24 cm., https://doi.org/10.3133/wsp1543A.","productDescription":"v, 80 p. :ill., map ;24 cm.","costCenters":[],"links":[{"id":138088,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1543a/report-thumb.jpg"},{"id":26164,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1543a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4884e4b07f02db5189fd","contributors":{"authors":[{"text":"Dalrymple, Tate","contributorId":59420,"corporation":false,"usgs":true,"family":"Dalrymple","given":"Tate","email":"","affiliations":[],"preferred":false,"id":143421,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1044,"text":"wsp1420 - 1960 - Floods of August-October 1955, New England to North Carolina","interactions":[],"lastModifiedDate":"2023-03-07T22:32:05.254743","indexId":"wsp1420","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1960","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":"1420","title":"Floods of August-October 1955, New England to North Carolina","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1420","usgsCitation":"Bogart, D.B., 1960, Floods of August-October 1955, New England to North Carolina: U.S. Geological Survey Water Supply Paper 1420, Report: ix, 854 p.; 6 Plates: 32.00 x 40.00 inches or smaller, https://doi.org/10.3133/wsp1420.","productDescription":"Report: ix, 854 p.; 6 Plates: 32.00 x 40.00 inches or smaller","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":413814,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24375.htm","linkFileType":{"id":5,"text":"html"}},{"id":25706,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1420/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25705,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1420/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25704,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1420/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25703,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1420/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25702,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1420/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25701,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1420/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25707,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1420/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137900,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1420/report-thumb.jpg"}],"country":"United States","state":"Connecticut, Delaware, Maine, Maryland, Massachusetts, New Hampshire, New Jersey, New York, North Carolina, Pennsylvania, Rhode Island, Vermont, Virginia, West 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