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The magnitude of a flood for a selected frequency at a given site is determined by using the appropriate composite frequency curve and the mean annual flood for the given site. The mean annual flood is computed from either a formula or a nomograph in which drainage area, mean annual precipitation, and a geographic factor are used as independent variables. The standard error of estimate for the computation of mean annual floods is plus 17 percent and minus 15 percent.
Nine flood-frequency regions (A-I) are defined. In all except regions B and I, frequency relations vary with the mean altitude of the basin as well as with the geographic location; therefore, families of curves are required for 7 of the 9 flood-frequency regions.
The report includes a brief description of the physiography and climate of the Snake River basin to explain the reason for the large variation in mean annual floods, which range from zero to about 27 cubic feet per second per square mile.
Composite frequency curves and formulas for computing mean annual floods are based on all suitable flood data collected in the Snake River basin. Tables show the data used to derive the formula. Following the analysis of data are station descriptions and lists of peak stages and discharges for 295 gaging stations at which 5 or more years of annual flood records were collected pr'or to Sept. 30, 1957. Many flood peak data are not usable in defining the frequency curves and deriving the formula because of large diversions and regulation upstream from the gaging stations.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1688","usgsCitation":"Thomas, C., Broom, H.C., and Cummans, J., 1963, Magnitude and frequency of floods in the United States, part 13. Snake River basin: U.S. Geological Survey Water Supply Paper 1688, Report: xi, 250 p.; 5 Plates: 31.50 x 31.36 inches or smaller, https://doi.org/10.3133/wsp1688.","productDescription":"Report: xi, 250 p.; 5 Plates: 31.50 x 31.36 inches or smaller","numberOfPages":"266","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":395475,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24897.htm"},{"id":29339,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1688/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29338,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-5.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Snake River basin showing geographic factors"},{"id":29337,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Snake River basin showing flood regions"},{"id":29336,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Snake River basin showing location of gaging stations with 5 or more years of annual flood record"},{"id":29335,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Precipitation index map of the Snake River basin"},{"id":29334,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1688/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of physiographic regions of Snake River basin"},{"id":138808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1688/report-thumb.jpg"}],"country":"United States","state":"Idaho, Nevada, Oregon, Utah, Washington, Wyoming","otherGeospatial":"Snake River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119,\n 41.167\n ],\n [\n -110,\n 41.167\n ],\n [\n -110,\n 47.333\n ],\n [\n -119,\n 47.333\n ],\n [\n -119,\n 41.167\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649611","contributors":{"authors":[{"text":"Thomas, C.A.","contributorId":14385,"corporation":false,"usgs":true,"family":"Thomas","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":145835,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Broom, H. C.","contributorId":93024,"corporation":false,"usgs":true,"family":"Broom","given":"H.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145837,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cummans, J. E.","contributorId":24767,"corporation":false,"usgs":true,"family":"Cummans","given":"J. E.","affiliations":[],"preferred":false,"id":145836,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":61137,"text":"mf265 - 1963 - Geologic map of the Cooney Reservoir quadrangle, Carbon and Stillwater Counties, Montana","interactions":[],"lastModifiedDate":"2012-02-10T00:10:34","indexId":"mf265","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"265","title":"Geologic map of the Cooney Reservoir quadrangle, Carbon and Stillwater Counties, Montana","language":"ENGLISH","doi":"10.3133/mf265","usgsCitation":"Wanek, A., 1963, Geologic map of the Cooney Reservoir quadrangle, Carbon and Stillwater Counties, Montana: U.S. Geological Survey Miscellaneous Field Studies Map 265, 1 map ;58 x 41 cm. folded in envelope 30 x 24 cm., https://doi.org/10.3133/mf265.","productDescription":"1 map ;58 x 41 cm. folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":104040,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_2683.htm","linkFileType":{"id":5,"text":"html"},"description":"2683"},{"id":180408,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.25,45.3675 ], [ -109.25,45.5 ], [ -109.11749999999999,45.5 ], [ -109.11749999999999,45.3675 ], [ -109.25,45.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b09e4b07f02db69c86b","contributors":{"authors":[{"text":"Wanek, A. A.","contributorId":38978,"corporation":false,"usgs":true,"family":"Wanek","given":"A. A.","affiliations":[],"preferred":false,"id":265048,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":61138,"text":"mf270 - 1963 - Geologic map of the Rapids quadrangle, Carbon and Stillwater Counties, Montana","interactions":[],"lastModifiedDate":"2012-02-10T00:10:34","indexId":"mf270","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"270","title":"Geologic map of the Rapids quadrangle, Carbon and Stillwater Counties, Montana","language":"ENGLISH","doi":"10.3133/mf270","usgsCitation":"Wanek, A., 1963, Geologic map of the Rapids quadrangle, Carbon and Stillwater Counties, Montana: U.S. Geological Survey Miscellaneous Field Studies Map 270, 1 map ;58 x 41 cm. folded in envelope 30 x 24 cm., https://doi.org/10.3133/mf270.","productDescription":"1 map ;58 x 41 cm. folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":180409,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":104044,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_2689.htm","linkFileType":{"id":5,"text":"html"},"description":"2689"}],"scale":"0","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -109.11749999999999,45.5 ], [ -109.11749999999999,45.6175 ], [ -109,45.6175 ], [ -109,45.5 ], [ -109.11749999999999,45.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aefe4b07f02db69144f","contributors":{"authors":[{"text":"Wanek, A. A.","contributorId":38978,"corporation":false,"usgs":true,"family":"Wanek","given":"A. A.","affiliations":[],"preferred":false,"id":265049,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2776,"text":"wsp1755 - 1963 - Large springs of east Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp1755","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1755","title":"Large springs of east Tennessee","docAbstract":"Springs constitute an important source of water in east Tennessee, and many individual springs are capable of supplying the large quantities needed for municipal and industrial supplies. \r\n\r\nMost of the springs in east Tennessee issue from solution openings and fractured and faulted zones in limestone and dolomite of the Knox Group, Chickamauga Limestone, and Conasauga Group. The ability of these rocks to yield a sustained flow of water to springs is dependent on a system of interconnected openings through which water can infiltrate from the land surface and move to points of natural discharge. \r\n\r\nNinety springs were selected for detailed study, and 84 of these are analyzed in terms of magnitude and variability of discharge. Of the 84 springs analyzed, 4 flow at an average rate of 10 to 100 cfs (cubic feet per second), 62 at an average rate of 1 to 10 cfs, and 18 at an average rate of 1 cfs or less. Of the 90 springs, 75 are variable in their discharge; that is, the ratio of their fluctuations to their average discharges exceeds 100 percent. \r\n\r\nMathematical analysis of the flow recession curve of Mill Spring near Jefferson City shows that the hydrologic system contributing to the flow of the spring has an effective capacity of about 70 million cubic feet of water. The rate of depletion of this volume of water, in the absence of significant precipitation, averages 0.0056 cfs per day between the time when the hydrologic system is full and the time when the spring ceases to flow. From such a curve it is possible to determine at any time the residual volume of water remaining in the system and the expected rate of decrease in discharge from that time to cessation of flow. \r\n\r\nCorrelation of discharge measurements of 22 springs with those of Mill Spring shows that rough approximations of discharge can be projected for springs for which few measurements are available. Seventeen of the springs analyzed in this manner show good correlation with Mill Spring: that is, their coefficients of correlation were 0.70 or better as compared with a perfect correlation factor of 1.00.","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/wsp1755","usgsCitation":"Sun, P.P., Criner, J., and Poole, J.L., 1963, Large springs of east Tennessee: U.S. Geological Survey Water Supply Paper 1755, iv, 52 p. :maps, diagrs., tables. ;24 cm., https://doi.org/10.3133/wsp1755.","productDescription":"iv, 52 p. :maps, diagrs., tables. ;24 cm.","costCenters":[],"links":[{"id":138677,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1755/report-thumb.jpg"},{"id":29224,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1755/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a9020","contributors":{"authors":[{"text":"Sun, Pao-chang P.","contributorId":42947,"corporation":false,"usgs":true,"family":"Sun","given":"Pao-chang","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":145768,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Criner, J.H.","contributorId":83903,"corporation":false,"usgs":true,"family":"Criner","given":"J.H.","affiliations":[],"preferred":false,"id":145769,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Poole, J. L.","contributorId":40583,"corporation":false,"usgs":true,"family":"Poole","given":"J.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":145767,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2718,"text":"wsp1615C - 1963 - Equipment and controls used in studies of artificial recharge in the Grand Prairie region, Arkansas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:34","indexId":"wsp1615C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1963","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":"1615","chapter":"C","title":"Equipment and controls used in studies of artificial recharge in the Grand Prairie region, Arkansas","language":"ENGLISH","publisher":"U.S. Department of the Interior, Geological Survey ;","doi":"10.3133/wsp1615C","usgsCitation":"Sniegocki, R.T., Bayley, F.H., and Engler, K., 1963, Equipment and controls used in studies of artificial recharge in the Grand Prairie region, Arkansas: U.S. Geological Survey Water Supply Paper 1615, iii, 39 p. :ill., map ;23 cm., https://doi.org/10.3133/wsp1615C.","productDescription":"iii, 39 p. :ill., map ;23 cm.","costCenters":[],"links":[{"id":139025,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1615c/report-thumb.jpg"},{"id":29103,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1615c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d660","contributors":{"authors":[{"text":"Sniegocki, Richard T.","contributorId":67068,"corporation":false,"usgs":true,"family":"Sniegocki","given":"Richard","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":145659,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bayley, F. H.","contributorId":75896,"corporation":false,"usgs":true,"family":"Bayley","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145660,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Engler, Kyle","contributorId":106862,"corporation":false,"usgs":true,"family":"Engler","given":"Kyle","email":"","affiliations":[],"preferred":false,"id":145661,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}