The San Pitch River drainage basin in central Utah comprises an area of about 850 square miles; however, the investigation was concerned primarily with the Sanpete and Arapien Valleys, which comprise about 250 square miles and contain the principal ground-water reservoirs in the basin. Sanpete Valley is about 40 miles long and has a maximum width of 13 miles, and Arapien Valley is about 8 miles long and 1 mile wide. The valleys are bordered by mountains and plateaus that range in altitude from 5,200 to 11,000 feet above mean sea level.
The average annual precipitation on the valleys is about 12 inches, but precipitation on the surrounding mountains reaches a maximum of about 40 inches per year. Most of the precipitation on the mountains falls as snow, and runoff from snowmelt during the spring and summer is conveyed to the valleys by numerous tributaries of the San Pitch River. Seepage from the tributary channels and underflow beneath the channels are the major sources of recharge to the ground-water reservoir in the valleys.
Unconsolidated valley fill constitutes the main ground-water reservoir in Sanpete and Arapien Valleys. The fill, which consists mostly of coalescing alluvial fans and flood deposits of the San Pitch River, ranges in particle size from clay to boulders. Where they are well sorted, these deposits yield large quantities of water to wells.
Numerous springs discharge from consolidated rocks in the mountains adjacent to the valleys and along the west margin of Sanpete Valley, which is marked by the Sevier fault. The Green River Formation of Tertiary age and several other consolidated formations yield small to large quantities of water to wells in many parts of Sanpete Valley. Most water in the bedrock underlying the valley is under artesian pressure, and some of this water discharges upward into the overlying valley fill.
The water in the valley fill in Sanpete Valley moves toward the center of the valley and thence downstream. The depth to water along parts of the sides of the valley is more than 100 feet, but in much of the central part of the valley, the water level is at or above the land surface. The valley fill pinches out in the southern part of the valley, and most of the ground water moves to the surface, where it discharges into the San Pitch River or is consumed by evapotranspiration.
Ground water is discharged principally by wells, springs, and evapotranspiration. The discharge from wells varies considerably from year to year because most of the water is used for irrigation, and the wells are used only as necessary to supplement the available surface-water supply. Thus, in 1965, a year of above-normal precipitation, the discharge from wells was 12,000 acre-feet, whereas in 1966, a year of below-normal precipitation, the wells discharged 21,000 acre-feet. The discharge from springs during 1966 was estimated to be 36,000 acre-feet, and an additional 113,000 acre-feet of water was discharged by phreatophytes.
Water levels in the valleys, for the most part, fluctuate in direct response to variations in precipitation, and the discharge from wells has had little long-term effect on water levels. Approximately 3 million acre-feet of water available to wells is stored in the upper 200 feet of saturated valley fill.
The ground water in most parts of the valleys is fresh and suitable for public supply and irrigation. The Green River and Crazy Hollow Formations may, in some places, yield slightly or moderately saline water.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1896","collaboration":"Prepared in cooperation with the Utah Department of Natural Resources","usgsCitation":"Robinson, G.B., 1971, Ground-water hydrology of the San Pitch River drainage basin, Sanpete County, Utah: U.S. Geological Survey Water Supply Paper 1896, Report: v, 80 p.; 4 Plates: 53.00 in. x 33.50 in. or smaller, https://doi.org/10.3133/wsp1896.","productDescription":"Report: v, 80 p.; 4 Plates: 53.00 in. x 33.50 in. or smaller","numberOfPages":"88","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":28889,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1896/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Generalized geologic map and sections showing location of selected hydrologic data series, San Pitch River drainage basin, Sanpete County, Utah"},{"id":28890,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1896/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Hydrlogic maps of the San Pitch River drainage basin, Sanpete County, Utah"},{"id":28891,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1896/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Hydrographs of selected wells in the San Pitch River drainage basin, Sanpete County, Utah, for all or part of the period 1937-67, and graph showing cumulative departure from the 1931-60 normal anual precipitation at Manti"},{"id":28892,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1896/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing generali chemical quality of the ground and surface waters, as indicated by specific conductance, in the San Pitch River drainage basin, Sanpete County, Utah"},{"id":28893,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1896/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138705,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1896/report-thumb.jpg"},{"id":110032,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25114.htm","linkFileType":{"id":5,"text":"html"},"description":"25114"}],"country":"United States","state":"Utah","county":"Sanpete County","otherGeospatial":"San Pitch River drainage basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e66d","contributors":{"authors":[{"text":"Robinson, Gerald B. Jr.","contributorId":91837,"corporation":false,"usgs":true,"family":"Robinson","given":"Gerald","suffix":"Jr.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":145484,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2619,"text":"wsp1899D - 1971 - Water resources of north-central Oahu, Hawaii","interactions":[],"lastModifiedDate":"2022-02-09T22:28:39.413578","indexId":"wsp1899D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1899","chapter":"D","title":"Water resources of north-central Oahu, Hawaii","docAbstract":"No abstract available.
","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Contributions to the hydrology of the United States, 1969","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1899D","usgsCitation":"Rosenau, J.C., Lubke, E., and Nakahara, R.H., 1971, Water resources of north-central Oahu, Hawaii: U.S. Geological Survey Water Supply Paper 1899, iv, 40 p., https://doi.org/10.3133/wsp1899D.","productDescription":"iv, 40 p.","costCenters":[],"links":[{"id":395738,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25119.htm"},{"id":28928,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1899d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138851,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1899d/report-thumb.jpg"}],"country":"United States","state":"Hawaii","otherGeospatial":"north-central Oahu","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -158.2855224609375,\n 21.45562490252753\n ],\n [\n -157.87078857421875,\n 21.45562490252753\n ],\n [\n -157.87078857421875,\n 21.711024779239946\n ],\n [\n -158.2855224609375,\n 21.711024779239946\n ],\n [\n -158.2855224609375,\n 21.45562490252753\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0697","contributors":{"authors":[{"text":"Rosenau, Jack C.","contributorId":88719,"corporation":false,"usgs":true,"family":"Rosenau","given":"Jack","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lubke, E.R.","contributorId":74363,"corporation":false,"usgs":true,"family":"Lubke","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":145506,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nakahara, R. H.","contributorId":77516,"corporation":false,"usgs":true,"family":"Nakahara","given":"R.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":145507,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2179,"text":"wsp1532D - 1971 - Effects of Grazing on the Hydrology and Biology of the Badger Wash Basin in Western Colorado, 1953-66","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1532D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"D","title":"Effects of Grazing on the Hydrology and Biology of the Badger Wash Basin in Western Colorado, 1953-66","docAbstract":"An intensive study of the effect of grazing on the hydrologic and biotic characteristics of small drainage basins on the Colorado Plateau was begun in the fall of 1953. This report presents data obtained during the first 13 years of the proposed 20-year study. \r\n\r\nFor the period of record 1954-66, runoff from grazed watersheds has averaged about 33 acre-feet per square mile per year. Runoff from ungrazed watersheds averaged from 71 to 76 percent of that from grazed watersheds. During the last 6 years of the period, however, ungrazed watersheds produced 69 to 71 percent as much runoff as grazed watersheds. The sediment yield frown grazed watersheds during the same period was about 3 acre-feet per square mile per year. Sediment yield from ungrazed watersheds ranged from 51 to 75 percent of that from grazed watersheds and averaged 66 percent. The largest change in these relations occurred about 2 years after livestock were excluded from certain watersheds. The causative factors for changes in the runoff and sediment yield relations are not entirely clear. At the end of 13 years, a significant change had occurred in the amount of bare soil and rock. in the ground-cover index, and in the litter and moss on the grazed watersheds. These items remained essentially unchanged on ungrazed watersheds. The changes in ground-cover factors were not of large magnitude and did not occur at the same rate as the changes in runoff and sediment yield. A large part of the difference appears to have been caused by a change in the structure of surface soil. which was brought about by the elimination of trampling by livestock. \r\n\r\nDeer mice were the most common rodent present on the experimental watersheds, but even their population was not great enough to affect the composition of range vegetation. Deer mice populations remained comparable on grazed and ungrazed watersheds during the study. Other rodents were not present in sufficient numbers to allow their comparison on grazed and ungrazed range. Desert cottontail rabbits and black-tailed jackrabbits were more plentiful in ungrazed watersheds but were not present in large enough numbers to affect range vegetation.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1532D","usgsCitation":"Lusby, G.C., and Knipe, O., 1971, Effects of Grazing on the Hydrology and Biology of the Badger Wash Basin in Western Colorado, 1953-66: U.S. Geological Survey Water Supply Paper 1532, v, 90 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1532D.","productDescription":"v, 90 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":109968,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24708.htm","linkFileType":{"id":5,"text":"html"},"description":"24708"},{"id":138202,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1532d/report-thumb.jpg"},{"id":27799,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1532d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27800,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1532d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db5460de","contributors":{"authors":[{"text":"Lusby, Gregg C.","contributorId":68290,"corporation":false,"usgs":true,"family":"Lusby","given":"Gregg","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":144778,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Knipe, O.D.","contributorId":90158,"corporation":false,"usgs":true,"family":"Knipe","given":"O.D.","email":"","affiliations":[],"preferred":false,"id":144779,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":7008,"text":"ofr71244 - 1971 - Annual compilation and analysis of hydrologic data for Elm Fork Trinity River, Trinity River basin, Texas, 1969","interactions":[],"lastModifiedDate":"2017-06-27T14:58:38","indexId":"ofr71244","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"71-244","title":"Annual compilation and analysis of hydrologic data for Elm Fork Trinity River, Trinity River basin, Texas, 1969","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr71244","usgsCitation":"Sansom, J., 1971, Annual compilation and analysis of hydrologic data for Elm Fork Trinity River, Trinity River basin, Texas, 1969: U.S. Geological Survey Open-File Report 71-244, 47 p., https://doi.org/10.3133/ofr71244.","productDescription":"47 p.","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true},{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":139503,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bd52","contributors":{"authors":[{"text":"Sansom, J.N.","contributorId":14391,"corporation":false,"usgs":true,"family":"Sansom","given":"J.N.","email":"","affiliations":[],"preferred":false,"id":153894,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4693,"text":"twri02E1 - 1971 - Application of borehole geophysics to water-resources investigations","interactions":[],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri02E1","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"02-E1","title":"Application of borehole geophysics to water-resources investigations","docAbstract":"This manual is intended to be a guide for hydrologists using borehole geophysics in ground-water studies. The emphasis is on the application and interpretation of geophysical well logs, and not on the operation of a logger. It describes in detail those logging techniques that have been utilized within the Water Resources Division of the U.S. Geological Survey, and those used in petroleum investigations that have potential application to hydrologic problems. Most of the logs described can be made by commercial logging service companies, and many can be made with small water-well loggers. The general principles of each technique and the rules of log interpretation are the same, regardless of differences in instrumentation. Geophysical well logs can be interpreted to determine the lithology, geometry, resistivity, formation factor, bulk density, porosity, permeability, moisture content, and specific yield of water-bearing rocks, and to define the source, movement, and chemical and physical characteristics of ground water. Numerous examples of logs are used to illustrate applications and interpretation in various ground-water environments. The interrelations between various types of logs are emphasized, and the following aspects are described for each of the important logging techniques: Principles and applications, instrumentation, calibration and standardization, radius of investigation, and extraneous effects.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/twri02E1","issn":"0565-596X","usgsCitation":"Keys, W., and MacCary, L., 1971, Application of borehole geophysics to water-resources investigations: U.S. Geological Survey Techniques of Water-Resources Investigations 02-E1, ix, 126 p. :ill. ;26 cm. Reprinted in 1973, 1981, 1983, 1986, 1990., https://doi.org/10.3133/twri02E1.","productDescription":"ix, 126 p. :ill. ;26 cm. Reprinted in 1973, 1981, 1983, 1986, 1990.","costCenters":[],"links":[{"id":139178,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":253,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri2-e1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67aa48","contributors":{"authors":[{"text":"Keys, W.S.","contributorId":75126,"corporation":false,"usgs":true,"family":"Keys","given":"W.S.","email":"","affiliations":[],"preferred":false,"id":149631,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"MacCary, L.M.","contributorId":13200,"corporation":false,"usgs":true,"family":"MacCary","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":149630,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":6236,"text":"pp701A - 1971 - Hydrology of two small river basins in Pennsylvania before urbanization, with a section on observation of stream fauna","interactions":[],"lastModifiedDate":"2017-07-07T09:08:31","indexId":"pp701A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"701","chapter":"A","title":"Hydrology of two small river basins in Pennsylvania before urbanization, with a section on observation of stream fauna","docAbstract":"Basic data on water quantity, chemical quality, and suspended sediment are tabulated to record the conditions existing in two basins near Philadelphia, each about 32 square miles in area. The basins in 1970 are agricultural land for the most part, but urban and industrial development is imminent as the Philadelphia metropolitan area expands. Hopefully, as changes caused by urbanization occur in future years, data published herein will be useful as a base for comparison.
Pickering Creek basin has a higher population than the upper East Branch Brandywine Creek basin. The two are comparable in discharge characteristics and in shapes and sizes of channels, but the Pickering Creek basin is producing a considerably larger suspended-sediment load. Also the effects of urbanization are discernible in some chemical parameters.
During the study, a small subbasin, one-half square mile in area, was converted from agricultural use to an industrial park. This change resulted in a marked increase in sulfates, nitrates, chlorides, and dissolved solids in the streamflow.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp701A","usgsCitation":"Miller, R.A., Troxell, J., Leopold, L.B., Patrick, R., and Grant, R.R., 1971, Hydrology of two small river basins in Pennsylvania before urbanization, with a section on observation of stream fauna: U.S. Geological Survey Professional Paper 701, iv, 57 p., https://doi.org/10.3133/pp701A.","productDescription":"iv, 57 p.","numberOfPages":"68","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":117927,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0701a/report-thumb.jpg"},{"id":33442,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0701a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Upper East Branch Brandywine Creek, Pickering Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -75.89355468749999,\n 39.96870074491696\n ],\n [\n -75.45135498046875,\n 39.96870074491696\n ],\n [\n -75.45135498046875,\n 40.16418235037417\n ],\n [\n -75.89355468749999,\n 40.16418235037417\n ],\n [\n -75.89355468749999,\n 39.96870074491696\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc7cc","contributors":{"authors":[{"text":"Miller, R. Adam","contributorId":21540,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"Adam","affiliations":[],"preferred":false,"id":152357,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Troxell, John","contributorId":83517,"corporation":false,"usgs":true,"family":"Troxell","given":"John","email":"","affiliations":[],"preferred":false,"id":152359,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Leopold, Luna Bergere","contributorId":93884,"corporation":false,"usgs":true,"family":"Leopold","given":"Luna","email":"","middleInitial":"Bergere","affiliations":[],"preferred":false,"id":152360,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Patrick, Ruth","contributorId":95055,"corporation":false,"usgs":true,"family":"Patrick","given":"Ruth","email":"","affiliations":[],"preferred":false,"id":152361,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Grant, Robert R. Jr.","contributorId":75524,"corporation":false,"usgs":true,"family":"Grant","given":"Robert","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":152358,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":4068,"text":"cir460D - 1971 - The national hydrologic bench-mark network","interactions":[],"lastModifiedDate":"2012-02-02T00:05:27","indexId":"cir460D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"460","chapter":"D","title":"The national hydrologic bench-mark network","docAbstract":"The United States is undergoing a dramatic growth of population and demands on its natural resources. The effects are widespread and often produce significant alterations of the environment. The hydrologic bench-mark network was established to provide data on stream basins which are little affected by these changes. The network is made up of selected stream basins which are not expected to be significantly altered by man. Data obtained from these basins can be used to document natural changes in hydrologic characteristics with time, to provide a better understanding of the hydrologic structure of natural basins, and to provide a comparative base for studying the effects of man on the hydrologic environment. \r\n\r\nThere are 57 bench-mark basins in 37 States. These basins are in areas having a wide variety of climate and topography. The bench-mark basins and the types of data collected in the basins are described.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/cir460D","usgsCitation":"Cobb, E.D., and Biesecker, J., 1971, The national hydrologic bench-mark network: U.S. Geological Survey Circular 460, iv, 38 p. :ill., map ;26 cm., https://doi.org/10.3133/cir460D.","productDescription":"iv, 38 p. :ill., map ;26 cm.","costCenters":[],"links":[{"id":120873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1971/0460d/report-thumb.jpg"},{"id":31163,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1971/0460d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a064","contributors":{"authors":[{"text":"Cobb, Ernest D.","contributorId":25139,"corporation":false,"usgs":true,"family":"Cobb","given":"Ernest","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":148114,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Biesecker, J.E.","contributorId":103257,"corporation":false,"usgs":true,"family":"Biesecker","given":"J.E.","affiliations":[],"preferred":false,"id":148115,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":6197,"text":"pp715A - 1971 - Combined Ice and Water Balances of Gulkana and Wolverine Glaciers, Alaska, and South Cascade Glacier, Washington, 1965 and 1966 Hydrologic Years","interactions":[],"lastModifiedDate":"2012-02-02T00:06:02","indexId":"pp715A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"715","chapter":"A","title":"Combined Ice and Water Balances of Gulkana and Wolverine Glaciers, Alaska, and South Cascade Glacier, Washington, 1965 and 1966 Hydrologic Years","docAbstract":"Glaciers occur in northwestern North America between lat 37 deg and 69 deg N. in two major mountain systems. The Pacific Mountain System, near the west coast, receives large amounts of precipitation, has very mild temperatures, and contains perhaps 90 percent of the glacier ice. The Rocky Mountain or Eastern System, on the other hand, receives nearly an order of magnitude less precipitation, has temperatures that range from subpolar to subtropic, and contains glaciers that are much smaller in both size and total area.\r\n\r\nAs a contribution to the International Hydrological Decade program on combined balances at selected glaciers, the U.S. Geological Survey is conducting studies of ice and water balance on four glaciers in the Pacific Mountain System: Wolverine and Gulkana Glaciers in Alaska, South Cascade Glacier in Washington, and Maclure Glacier in California. Similar data are being collected by other organizations at five glaciers in western Canada, including two in the Rocky Mountain System, and at one glacier in the Rocky Mountain System in northern Alaska.\r\n\r\nGulkana, Wolverine, South Cascade, and Maclure Glaciers have dissimilar mass balances, and each is fairly representative of the glaciers for its particular region. Gulkana Glacier (lat 63 deg 15' N., Alaska Range, Alaska) normally has an equilibrium line at an altitude of 1,800 m (meters), an activity index of about 6 mm/m (millimeters per meter), a winter balance of about 1.0 m, and an annual exchange of about 2.2 m. (Balance values are given in terms of water-equivalent measure; the winter balance of 1 m, for example, indicates a volume of ice equal in mass to a volume of water 1 m in depth covering the area of the glacier.) The normal approximate parameters for the other glaciers studied are as follows: Wolverine Glacier (lat 60 deg 24' N., Kenai Mountains, Alaska) - equilibrium-line altitude 1,200 m, activity index 9 mm/m, winter balance 2.5 m, and annual exchange 5.5 m; South Cascade Glacier (lat 48 deg 22' N., North Cascades, Wash.) - equilibrium-line altitude 1,900 m, activity index 17 mm/m, winter balance 3.1 m, and annual exchange 6.6 m; and Maclure Glacier (lat 37 deg 45' N., Sierra Nevada, Calif.) - equilibrium-line altitude 3,600 m, activity index 23 mm/m, winter balance 2.3 m, and annual exchange 4.6 m.\r\n\r\nMass balances of these four glaciers and their drainage basins are measured annually by standard glaciological techniques. In addition, the hydrologic balance is calculated using streamflow and precipitation measurements. Combining these independent measurements results in fairly well defined values of water and ice balance for the glaciers and drainage basins. A revision of the standard International Hydrological Decade mass-balance system permits combination of annual and stratigraphic terms.\r\n\r\nThe annual balance of South Cascade Glacier at the end of the 1965 hydrologic year was slightly positive (+0.07 m averaged over the glacier), but continued ablation and deficient accumulation in October 1965 resulted in slightly negative net balances for both the glacier and the drainage basin. Factors tending to produce this near-zero balance were the above-average late-winter balance (3.48 m) and the numerous summer snowfalls. Ice ablation averaged about 39 mm of water per day during the main melt season. Runoff during the summer ablation season was lower than the 1958-64 average.\r\n\r\nThe South Cascade Glacier annual balance in 1966 (-0.94 m) was considerably more negative mainly owing to the deficient winter snowpack (the late-winter balance was only 2.52 m) and the warm dry summer. Ice ablation averaged about 44 mm of water per day during the melt season. The loss in storage of this and other glaciers in the North Cascades increased the runoff of many valley streams by approximately 50 percent during August and September.\r\n\r\nThe 1966 Gulkana Glacier annual balance was slightly positive (+0.06 m); on the basis of past observations and the rapid terminus ret","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/pp715A","collaboration":"A contribution to the International Hydrological Decade","usgsCitation":"Meier, M.F., Tangborn, W.V., Mayo, L.R., and Post, A., 1971, Combined Ice and Water Balances of Gulkana and Wolverine Glaciers, Alaska, and South Cascade Glacier, Washington, 1965 and 1966 Hydrologic Years: U.S. Geological Survey Professional Paper 715, 22 p., https://doi.org/10.3133/pp715A.","productDescription":"22 p.","temporalStart":"1964-10-01","temporalEnd":"1966-09-30","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":140787,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0715a/report-thumb.jpg"},{"id":12506,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.nps.gov/history/history/online_books/geology/publications/pp/715-A/index.htm","linkFileType":{"id":5,"text":"html"}},{"id":33352,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33353,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33354,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715a/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33355,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715a/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33356,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715a/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33357,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715a/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33358,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0715a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae731","contributors":{"authors":[{"text":"Meier, Mark Frederick","contributorId":30982,"corporation":false,"usgs":true,"family":"Meier","given":"Mark","email":"","middleInitial":"Frederick","affiliations":[],"preferred":false,"id":152278,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tangborn, Wendell V.","contributorId":32152,"corporation":false,"usgs":true,"family":"Tangborn","given":"Wendell","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":152279,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mayo, Lawrence R.","contributorId":98344,"corporation":false,"usgs":true,"family":"Mayo","given":"Lawrence","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":152281,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Post, Austin","contributorId":90709,"corporation":false,"usgs":true,"family":"Post","given":"Austin","affiliations":[],"preferred":false,"id":152280,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":6286,"text":"pp705A - 1971 - Inventory of Glaciers in the North Cascades, Washington","interactions":[],"lastModifiedDate":"2012-02-10T00:10:07","indexId":"pp705A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"705","chapter":"A","title":"Inventory of Glaciers in the North Cascades, Washington","docAbstract":"Perennial bodies of ice in the North Cascades having areas of at least 0.1 km2 (square kilometer) are tabulated and classified. The inventory, a contribution to the International Hydrological Decade, includes 756 glaciers, covering 267 km2, about half of the glacier area in the United States south of Alaska. Listings include each glacier's location, drainage basin, area, length, orientation, altitude, and classification as to form, source, surface, nature of terminus, and activity. These glaciers contribute annually about 800 million cubic meters of water to streamflow in the State of Washington.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/pp705A","collaboration":"A contribution to the International Hydrological Decade","usgsCitation":"Post, A., Richardson, D., Tangborn, W.V., and Rosselot, F., 1971, Inventory of Glaciers in the North Cascades, Washington: U.S. Geological Survey Professional Paper 705, 25 p., https://doi.org/10.3133/pp705A.","productDescription":"25 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":139707,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0705a/report-thumb.jpg"},{"id":12507,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.nps.gov/history/history/online_books/geology/publications/pp/705-A/index.htm","linkFileType":{"id":5,"text":"html"}},{"id":22066,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0705a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":22067,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0705a/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":22068,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0705a/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":22069,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0705a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123,47 ], [ -123,49 ], [ -120,49 ], [ -120,47 ], [ -123,47 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49afe4b07f02db5c8c65","contributors":{"authors":[{"text":"Post, Austin","contributorId":90709,"corporation":false,"usgs":true,"family":"Post","given":"Austin","affiliations":[],"preferred":false,"id":152449,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Richardson, Don","contributorId":64238,"corporation":false,"usgs":true,"family":"Richardson","given":"Don","email":"","affiliations":[],"preferred":false,"id":152448,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tangborn, Wendell V.","contributorId":32152,"corporation":false,"usgs":true,"family":"Tangborn","given":"Wendell","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":152446,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Rosselot, F.L.","contributorId":42955,"corporation":false,"usgs":true,"family":"Rosselot","given":"F.L.","email":"","affiliations":[],"preferred":false,"id":152447,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":21690,"text":"ofr70345 - 1971 - Compilation of hydrologic data Mountain Creek, Trinity River basin, Texas 1968","interactions":[],"lastModifiedDate":"2017-06-27T15:34:38","indexId":"ofr70345","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"70-345","title":"Compilation of hydrologic data Mountain Creek, Trinity River basin, Texas 1968","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr70345","issn":"0566-8174","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1971, Compilation of hydrologic data Mountain Creek, Trinity River basin, Texas 1968: U.S. Geological Survey Open-File Report 70-345, 9 p., https://doi.org/10.3133/ofr70345.","productDescription":"9 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":152884,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa0ef","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":6416,"text":"pp682 - 1971 - Hydrology of Hungry Horse Reservoir, northwestern Montana","interactions":[],"lastModifiedDate":"2023-01-17T21:03:46.221764","indexId":"pp682","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"682","title":"Hydrology of Hungry Horse Reservoir, northwestern Montana","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp682","usgsCitation":"Simons, W.D., and Rorabaugh, M.I., 1971, Hydrology of Hungry Horse Reservoir, northwestern Montana: U.S. Geological Survey Professional Paper 682, v, 66 p., https://doi.org/10.3133/pp682.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":33810,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0682/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117806,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0682/report-thumb.jpg"},{"id":411996,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4995.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Montana","otherGeospatial":"Hungry Horse Reservoir","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -113.57019150727048,\n 48.01461867284206\n ],\n [\n -113.6353306065804,\n 48.06978313712668\n ],\n [\n -113.66681450458067,\n 48.08719122180176\n ],\n [\n -113.72109708733893,\n 48.17124727040351\n ],\n [\n -113.7395531654766,\n 48.178487040607024\n ],\n [\n -113.79166444492495,\n 48.28262640073052\n ],\n [\n -113.82640529788983,\n 48.29924014457055\n ],\n [\n -113.85028963430358,\n 48.289850431774056\n ],\n [\n -113.91325743030357,\n 48.330286123924765\n ],\n [\n -113.89263004885548,\n 48.35409929690391\n ],\n [\n -113.93931306070832,\n 48.36491978115308\n ],\n [\n -113.9653687004325,\n 48.34039003307382\n ],\n [\n -114.02399388981163,\n 48.35265638321181\n ],\n [\n -114.03376475470809,\n 48.33172965544824\n ],\n [\n -113.824233985261,\n 48.20092382428629\n ],\n [\n -113.80794921043325,\n 48.1813826546678\n ],\n [\n -113.80360660381238,\n 48.15024614802306\n ],\n [\n -113.81663442367447,\n 48.1306856572582\n ],\n [\n -113.81337746870882,\n 48.114741968772194\n ],\n [\n -113.74715271774369,\n 48.115466789243754\n ],\n [\n -113.69504143829585,\n 48.054546223178875\n ],\n [\n -113.60276104760653,\n 48.00880844268255\n ],\n [\n -113.57670540788287,\n 48.001544744155154\n ],\n [\n -113.57019150727048,\n 48.01461867284206\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604990","contributors":{"authors":[{"text":"Simons, Wilbur Douglas","contributorId":102469,"corporation":false,"usgs":true,"family":"Simons","given":"Wilbur","email":"","middleInitial":"Douglas","affiliations":[],"preferred":false,"id":152683,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rorabaugh, Matthew Irvin","contributorId":19152,"corporation":false,"usgs":true,"family":"Rorabaugh","given":"Matthew","email":"","middleInitial":"Irvin","affiliations":[],"preferred":false,"id":152682,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1339,"text":"wsp1893 - 1971 - Potential development and recharge of ground water in Mill Creek Valley, Butler and Hamilton Counties, Ohio, based on analog model analysis","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp1893","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"1893","title":"Potential development and recharge of ground water in Mill Creek Valley, Butler and Hamilton Counties, Ohio, based on analog model analysis","docAbstract":"Mill Creek valley is part of the greater Cincinnati industrial area in southwestern Ohio. In 1964, nearly 30 percent of the water supply in the study area of about 27 square miles was obtained from wells in the glacial-outwash aquifer underlying the valley. Ground-water demand has increased steadily since the late 1800's, and excessive pumpage during the years of World War II caused water levels to decline to critical levels. Natural recharge to the aquifer, from precipitation, is about 8.5 mgd (million gallons per day). In 1964, the total water use was about 30 mgd, of which 8.1 mgd was obtained from wells in Mill Creek valley, and the remainder was imported from outside the basin. With rapid industrial expansion and population growth, demand for ground water is continuing to increase. By the year 2000 ground-water pumpage is expected to exceed 25 mgd. \r\n\r\nAt a public hearing before the Ohio Water Commission in 1961, artificial recharge of the aquifer through injection wells was proposed as a possible solution to the Mill Creek valley water-supply problem. The present study attempts to determine the feasibility of injection-well recharge systems in the Mill Creek valley. \r\n\r\nAlthough basically simple, the hydrologic system in Mill Creek valley is complex in detail and is difficult to evaluate using conventional quantitative methods. Because of this complexity, an electric analog model was used to test specific development plans. \r\n\r\nThree hypothetical pumping plans were developed by projecting past pumpage data to the years 1980 and 2000. Various combinations of injection wells were tested on the model under different hypothetical conditions of pumpage. Based on analog model analysis, from three to eight inject-ion wells, with an approximate input of 2 mgd each, would reverse the trend in declining groundwater levels and provide adequate water to meet anticipated future demands.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1893","usgsCitation":"Fidler, R.E., 1971, Potential development and recharge of ground water in Mill Creek Valley, Butler and Hamilton Counties, Ohio, based on analog model analysis: U.S. Geological Survey Water Supply Paper 1893, iv, 37 p. :illus., maps. ;23 cm., https://doi.org/10.3133/wsp1893.","productDescription":"iv, 37 p. :illus., maps. ;23 cm.","costCenters":[],"links":[{"id":110030,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25110.htm","linkFileType":{"id":5,"text":"html"},"description":"25110"},{"id":137426,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1893/report-thumb.jpg"},{"id":26399,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1893/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26400,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1893/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26401,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1893/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26402,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1893/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26403,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1893/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db6838f1","contributors":{"authors":[{"text":"Fidler, Richard E.","contributorId":86313,"corporation":false,"usgs":true,"family":"Fidler","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143591,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":6249,"text":"pp502B - 1971 - Hydrology and geochemistry of Abert, Summer, and Goose Lakes, and other closed-basin lakes in south-central Oregon","interactions":[],"lastModifiedDate":"2022-02-03T21:26:47.258778","indexId":"pp502B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","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":"502","chapter":"B","title":"Hydrology and geochemistry of Abert, Summer, and Goose Lakes, and other closed-basin lakes in south-central Oregon","docAbstract":"No abstract available.
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1971 - Floods in Channahon Quadrangle, Northeastern Illinois","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha362","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"362","title":"Floods in Channahon Quadrangle, Northeastern Illinois","language":"ENGLISH","doi":"10.3133/ha362","usgsCitation":"Allen, H., and Noehre, A.W., 1971, Floods in Channahon Quadrangle, Northeastern Illinois: U.S. Geological Survey Hydrologic Atlas 362, 1 col. map ;58 x 44 cm., on sheet 78 x 133 cm., https://doi.org/10.3133/ha362.","productDescription":"1 col. map ;58 x 44 cm., on sheet 78 x 133 cm.","costCenters":[],"links":[{"id":185640,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90277,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/362/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.25,41.3675 ], [ -88.25,41.5 ], [ -88.11749999999999,41.5 ], [ -88.11749999999999,41.3675 ], [ -88.25,41.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7162","contributors":{"authors":[{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":278576,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Noehre, Allen W.","contributorId":17659,"corporation":false,"usgs":true,"family":"Noehre","given":"Allen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278577,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68675,"text":"ha440 - 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