{"pageNumber":"593","pageRowStart":"14800","pageSize":"25","recordCount":16446,"records":[{"id":16125,"text":"ofr74137 - 1974 - Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver counties, Utah","interactions":[{"subject":{"id":16125,"text":"ofr74137 - 1974 - Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver counties, Utah","indexId":"ofr74137","publicationYear":"1974","noYear":false,"title":"Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver counties, Utah"},"predicate":"SUPERSEDED_BY","object":{"id":70043778,"text":"70043778 - 1974 - Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver Counties, Utah","indexId":"70043778","publicationYear":"1974","noYear":false,"title":"Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver Counties, Utah"},"id":1}],"supersededBy":{"id":70043778,"text":"70043778 - 1974 - Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver Counties, Utah","indexId":"70043778","publicationYear":"1974","noYear":false,"title":"Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver Counties, Utah"},"lastModifiedDate":"2013-02-19T18:00:18","indexId":"ofr74137","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-137","title":"Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver counties, Utah","language":"ENGLISH","publisher":"U.S. Geological Survey],","doi":"10.3133/ofr74137","usgsCitation":"Stephens, J.C., 1974, Hydrologic reconnaissance of the Wah Wah Valley drainage basin, Millard and Beaver counties, Utah: U.S. Geological Survey Open-File Report 74-137, 79 leaves :ill. (some folded, some col.), maps (some folded, some col.) ;27 cm., https://doi.org/10.3133/ofr74137.","productDescription":"79 leaves :ill. (some folded, some col.), maps (some folded, some col.) ;27 cm.","costCenters":[],"links":[{"id":148507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db6054df","contributors":{"authors":[{"text":"Stephens, Jerry C.","contributorId":81493,"corporation":false,"usgs":true,"family":"Stephens","given":"Jerry","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":172280,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68291,"text":"ha499 - 1974 - Geohydrology of Crow Creek and Lower Brule Indian Reservations, South Dakota","interactions":[],"lastModifiedDate":"2022-04-13T19:09:30.050314","indexId":"ha499","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"499","title":"Geohydrology of Crow Creek and Lower Brule Indian Reservations, South Dakota","docAbstract":"<p>Effective improvement of economic and social conditions of Indians living on Crow Creek and Lower Brule Reservations has been hampered by lack of adequate and reliable information about the quantity and quality of water supplies available for development. &nbsp;Compounding the problem, and making especially pressing the need for discovery and development of new water supplies, is the recent filling of Fort Randall and Big Bend Reservoirs on the Missouri River, and the consequent relocation of may residents. &nbsp;Much of the best land and known water supplies are inundated beneath the reservoirs. &nbsp;This report summarized the results of a water-resources study made at the request of the U.S. Bureau of Indian Affairs.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/ha499","usgsCitation":"Howells, L.W., 1974, Geohydrology of Crow Creek and Lower Brule Indian Reservations, South Dakota: U.S. Geological Survey Hydrologic Atlas 499, 2 Sheets: 32.00 x 43.50 inches, https://doi.org/10.3133/ha499.","productDescription":"2 Sheets: 32.00 x 43.50 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":186550,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89712,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/499/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89711,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/499/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":398657,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15889.htm"}],"scale":"125000","country":"United States","state":"South Dakota","otherGeospatial":"Crow Creek Indian Reservations, Lower Brule Indian Reservations","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -100,43.833333333333336 ], [ -100,44.28333333333333 ], [ -99.16666666666667,44.28333333333333 ], [ -99.16666666666667,43.833333333333336 ], [ -100,43.833333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ae5","contributors":{"authors":[{"text":"Howells, Lewis W.","contributorId":17600,"corporation":false,"usgs":true,"family":"Howells","given":"Lewis","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":277975,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13809,"text":"ofr74343 - 1974 - Floodflow characteristics of Fourche Creek at Interstate Highway 430, in southwest Little Rock, Arkansas","interactions":[],"lastModifiedDate":"2023-11-23T00:05:10.395541","indexId":"ofr74343","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-343","title":"Floodflow characteristics of Fourche Creek at Interstate Highway 430, in southwest Little Rock, Arkansas","docAbstract":"<p>The Arkansas State Highway Department is constructing Interstate Highway 430 (1-430) across Fourche Creek in southwest Little Rock. The Highway Department requested the U.S. Geological Survey to determine the elevation, the discharge, and the frequency of the flood of April 21, 1974, and the elevation, the discharge, and the backwater for the 50-year flood, and to report on the hydrologic effects of alterations to the proposed bridges and roadway to accommodate the larger of the two floods.</p><p>All elevations in this report are given to highway datum, which is mean sea level.</p><p>This report was prepared under the provisions of the cooperative agreement between the Arkansas State Highway Commission and the Geological Survey.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr74343","collaboration":"Prepared in cooperation with the Arkansas State Highway Commission","usgsCitation":"Gilstrap, R., and Sullavan, J., 1974, Floodflow characteristics of Fourche Creek at Interstate Highway 430, in southwest Little Rock, Arkansas: U.S. Geological Survey Open-File Report 74-343, ii, 12 p., https://doi.org/10.3133/ofr74343.","productDescription":"ii, 12 p.","costCenters":[],"links":[{"id":422875,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0343/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145161,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0343/report-thumb.jpg"}],"country":"United States","state":"Arkansas","city":"Little Rock","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -92.4700269316037,\n              34.930472432853065\n            ],\n            [\n              -92.4700269316037,\n              34.632699925573974\n            ],\n            [\n              -92.14043708785401,\n              34.632699925573974\n            ],\n            [\n              -92.14043708785401,\n              34.930472432853065\n            ],\n            [\n              -92.4700269316037,\n              34.930472432853065\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e73a6","contributors":{"authors":[{"text":"Gilstrap, R.C.","contributorId":23124,"corporation":false,"usgs":true,"family":"Gilstrap","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":168431,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sullavan, J.N.","contributorId":34515,"corporation":false,"usgs":true,"family":"Sullavan","given":"J.N.","affiliations":[],"preferred":false,"id":168432,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29640,"text":"wri7347 - 1974 - Erosion and sediment yields in mountain watersheds of the Transverse Ranges Ventura and Los Angeles Counties, California; analysis of rates and processes","interactions":[],"lastModifiedDate":"2018-10-30T15:07:26","indexId":"wri7347","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"73-47","title":"Erosion and sediment yields in mountain watersheds of the Transverse Ranges Ventura and Los Angeles Counties, California; analysis of rates and processes","docAbstract":"<p>Major-storm and long-term erosion rates in mountain watersheds of the western Transverse Ranges of Ventura County are estimated to range from low values that will not require the construction of catchments or channel-stabilization structures to values as high as those recorded anywhere for comparable bedrock erodibilities.</p><p>A major reason for this extreme variability is the high degree of tectonic activity in the area--watersheds are locally being uplifted by at least as much as 25 feet per 1,000 years, yet the maximum extrapolated rate of denudation measured over the longest available period of record is 7.5 feet per 1,000 years adjusted to a drainage area of 0.5 square mile. Evidence of large amounts of uplift continuing into historic time includes structurally overturned strata of Pleistocene age, active thrust faulting, demonstrable stream antecedence, uplifted and deformed terraces, and other results of base-level change seen in stream channels. Such evidence is widespread in the Transverse Ranges, and aspects of the landscape, such as drainage-net characteristics and hillslope morphology, are locally more a function of tectonic activity than of denudational process. Many of the 72 study watersheds are located on frontal escarpments of mountain blocks cut by recently active thrust faults, along which the upper part of the drainage basin has overthrusted either the lower part of the basin or the adjacent valley area.</p><p>To define erosion rates in 35 small watersheds in the western Transverse Ranges, a group of 37 similar watersheds with measured sediment yields in debris basins was selected from the eastern Transverse Ranges in Los Angeles County. Sediment yields from this group of watersheds during the record-breaking 1969 storms ranged from relatively low rates to values equivalent to reduction of the entire land surface of a watershed by more than 2 inches.</p><p>Correlation of erosion rates from the watersheds with measured rates to the group with unknown rates required definition of the chief factors that control the erosion rates. Numerous types and combinations of variables measuring physiography, soil erodibility, slope stability, hydrologic factors, wildfire effects, vegetation, and land use were analyzed by regression. A slope-stability variable retained in regressions at significant levels was the proportion of watershed drainage area underlain by slope failures, a logical measure of increased erodibility caused by uplift.</p><p>The importance in the area of debris flows, mudflows, and mass movements--forms of sediment transport not involving normal aqueous entrainment--is also a reflection of the active tectonic setting of the Transverse Ranges. Implicit in the detailed study of selected physiographic and slope-failure variables was the logical assumption that correlation with the probability of transport by these exotic but quantitatively important sedimentation processes would be achieved.</p><p>So prominent and widespread was evidence of debris flows in the small study watersheds after the 1969 storms, that it was possible to formulate a model for the dispersal of sediment in such watersheds: Lateral supply of sediment to stream channels is a relatively continuous process, accomplished in significant part during the dry season by dry-sliding, in addition to wet-season contributions from overland flow and mass movements. During periods without major storms, stream channels undergo more-or-less time-continuous fill. Then, during a storm of high recurrence interval, channel-bed material is mobilized and dispersed in large part by debris flows--coarse granular slurries, some of which are induced by mass movements triggered by the storm. Channels undergo substantial net scour, accomplished by removal of bed material in debris flows and by scour during recession flow. Valley-side slopes are undercut by bank erosion, and a new cycle of channel infilling by hillslope processes is initiated.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7347","usgsCitation":"Scott, K.M., and Williams, R.P., 1974, Erosion and sediment yields in mountain watersheds of the Transverse Ranges Ventura and Los Angeles Counties, California; analysis of rates and processes: U.S. Geological Survey Water-Resources Investigations Report 73-47, v, 66 p., https://doi.org/10.3133/wri7347.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":159718,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0047/report-thumb.jpg"},{"id":358979,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Los Angeles County, Ventura County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -119.25,\n              34\n            ],\n            [\n              -117.75,\n              34\n            ],\n            [\n              -117.75,\n              34.5\n            ],\n            [\n              -119.25,\n              34.5\n            ],\n            [\n              -119.25,\n              34\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdf6f","contributors":{"authors":[{"text":"Scott, Kevin M.","contributorId":88331,"corporation":false,"usgs":true,"family":"Scott","given":"Kevin","email":"","middleInitial":"M.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":false,"id":201866,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":201865,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68219,"text":"ha516 - 1974 - Water resources of Hamilton County, southwestern Kansas","interactions":[],"lastModifiedDate":"2017-02-13T16:43:40","indexId":"ha516","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"516","title":"Water resources of Hamilton County, southwestern Kansas","docAbstract":"<p>According to records of the National Weather Service (formerly the U.S. Weather Bureau) for a station near Syracuse, the average annual precipitation in Hamilton County is about 16 inches. Of this amount, 83 percent occurs during the growing season (March 15 to October 15). A part of the precipitation runs off as surface flow, part is evaporated, part is used by vegetation, and a small part percolates downward to recharge the ground-water reservoir. The average recharge from precipitation for Hamilton County is estimated to be 0.1 inch per year. Owing to the limited supply of water in most of the upland area of the county, dryland farming and grazing are the predominant land uses.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha516","usgsCitation":"Lobmeyer, D.H., and Sauer, C.G., 1974, Water resources of Hamilton County, southwestern Kansas: U.S. Geological Survey Hydrologic Atlas 516, 2 Sheets: 28.0 x 28.0 and 28. x 31.0 inches, https://doi.org/10.3133/ha516.","productDescription":"2 Sheets: 28.0 x 28.0 and 28. x 31.0 inches","costCenters":[],"links":[{"id":187474,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89572,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/516/plate-2.pdf","text":"Sheet 2 of 2","linkFileType":{"id":1,"text":"pdf"}},{"id":89571,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/516/plate-1.pdf","text":"Sheet 1 of 2","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"Kansas","county":"Hamilton County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-101.5405,38.2631],[-101.5401,37.8282],[-101.5256,37.8281],[-101.527,37.7364],[-102.0432,37.7384],[-102.0443,38.2627],[-101.5669,38.2633],[-101.5405,38.2631]]]},\"properties\":{\"name\":\"Hamilton\",\"state\":\"KS\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0864","contributors":{"authors":[{"text":"Lobmeyer, David H.","contributorId":85156,"corporation":false,"usgs":true,"family":"Lobmeyer","given":"David","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277862,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sauer, C. G.","contributorId":52548,"corporation":false,"usgs":true,"family":"Sauer","given":"C.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":277861,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":16414,"text":"ofr74241 - 1974 - Hydrology and water resources of the Charles River basin, Massachusetts","interactions":[{"subject":{"id":16414,"text":"ofr74241 - 1974 - Hydrology and water resources of the Charles River basin, Massachusetts","indexId":"ofr74241","publicationYear":"1974","noYear":false,"title":"Hydrology and water resources of the Charles River basin, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":67951,"text":"ha554 - 1975 - Hydrology and water resources of the Charles River basin, Massachusetts","indexId":"ha554","publicationYear":"1975","noYear":false,"title":"Hydrology and water resources of the Charles River basin, Massachusetts"},"id":1}],"supersededBy":{"id":67951,"text":"ha554 - 1975 - Hydrology and water resources of the Charles River basin, Massachusetts","indexId":"ha554","publicationYear":"1975","noYear":false,"title":"Hydrology and water resources of the Charles River basin, Massachusetts"},"lastModifiedDate":"2012-02-02T00:07:13","indexId":"ofr74241","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-241","title":"Hydrology and water resources of the Charles River basin, Massachusetts","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr74241","usgsCitation":"Walker, E.H., Wandle, S.W., and Caswell, W., 1974, Hydrology and water resources of the Charles River basin, Massachusetts: U.S. Geological Survey Open-File Report 74-241, 36 leaves :ill. (some col.), maps (some col.) ;28 cm., https://doi.org/10.3133/ofr74241.","productDescription":"36 leaves :ill. (some col.), maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":149686,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e7e0","contributors":{"authors":[{"text":"Walker, Eugene H.","contributorId":24761,"corporation":false,"usgs":true,"family":"Walker","given":"Eugene","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":172804,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wandle, S. W.","contributorId":86789,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":172806,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Caswell, W.W.","contributorId":66708,"corporation":false,"usgs":true,"family":"Caswell","given":"W.W.","email":"","affiliations":[],"preferred":false,"id":172805,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68537,"text":"ha538 - 1974 - Ground-water conditions in the Franklin area, southeastern Virginia","interactions":[],"lastModifiedDate":"2012-02-10T00:11:28","indexId":"ha538","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"538","title":"Ground-water conditions in the Franklin area, southeastern Virginia","language":"ENGLISH","doi":"10.3133/ha538","usgsCitation":"Brown, G.A., and Cosner, O.J., 1974, Ground-water conditions in the Franklin area, southeastern Virginia: U.S. Geological Survey Hydrologic Atlas 538, 2 col. maps ;45 x 59 cm. fold. in envelope 30 x 24 cm., https://doi.org/10.3133/ha538.","productDescription":"2 col. maps ;45 x 59 cm. fold. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":186124,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90149,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/538/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90150,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/538/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90151,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/538/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"25000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -96.5,36.5 ], [ -96.5,37 ], [ -77.25,37 ], [ -77.25,36.5 ], [ -96.5,36.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d207","contributors":{"authors":[{"text":"Brown, G. Allen","contributorId":39460,"corporation":false,"usgs":true,"family":"Brown","given":"G.","email":"","middleInitial":"Allen","affiliations":[],"preferred":false,"id":278418,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cosner, O. J.","contributorId":19587,"corporation":false,"usgs":true,"family":"Cosner","given":"O.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":278417,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29196,"text":"wri7431 - 1974 - Oak Glen water-resources development study using modeling techniques, San Bernardino County, California","interactions":[],"lastModifiedDate":"2018-10-30T12:46:15","indexId":"wri7431","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-31","title":"Oak Glen water-resources development study using modeling techniques, San Bernardino County, California","docAbstract":"<p>Hydrologic, digital-model, and economic analyses were made to determine the most efficient balance of conjunctive use of local ground water and surface water--specifically, whether additional ground-water supplies can be developed in the Oak Glen study area, San Bernardino County, Calif., for local use and also for export to the adjacent Yucaipa area, and what will be the effects of imported water available in 1980.</p><p>The hydrologic analysis showed that transmissivity values of the aquifer in the Oak Glen study area ranged from 1,000 to 6,750 gallons per day per foot or their equivalent 134 to 902 feet squared per day (12 to 84 metres squared per day) and that net annual recharge in the area was about 1,940 acre-feet (2.39 cubic hectometres) per year. The volume of ground water in storage in 1970 was about 86,000 acre-feet (106 cubic hectometres).</p><p>The digital-model analysis included building and verifying a steady-state and a non-steady-state model. The steady-state model was considered to be verified when the model-generated water levels approximated the measured 1949 water levels, which were assumed to represent steady-state water-level conditions. The non-steady-state model was verified for 1949-70, and the model satisfactorily reproduced the measured water-level changes for the study area during that period. Water-level changes in the ground-water basin were predicted from 1971 to 1980 using as representative average annual pumpage that from 1966 to 1970 and 1971. The model also predicted water-level changes from 1971 to 1980 using the maximum pumpage capacities of the wells under recharge conditions for average, wet, and dry periods.</p><p>The predicted water-level changes in the Oak Glen study area were used to calculate the average costs of pumping water for 1980. The comparable average costs of importing water from an alternative supply and the capital costs of well construction were also determined. The economic evaluation suggests the following: (1) Increase ground-water pumping for local use, (2) reduce well-water import to the lower parts of the Oak Glen study area from adjacent areas to the west, (3) short term prior to 1980 overdevelopment appears to be feasible with export to Yucaipa, and (4) tunnel development or new shallow wells at the higher altitudes could help alleviate the water problem.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7431","usgsCitation":"Powers, W.R., and Hardt, W.F., 1974, Oak Glen water-resources development study using modeling techniques, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 74-31, iv, 59 p., https://doi.org/10.3133/wri7431.","productDescription":"iv, 59 p.","costCenters":[],"links":[{"id":358949,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0031/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159426,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0031/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Bernardino County","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db69664c","contributors":{"authors":[{"text":"Powers, William R. III","contributorId":81952,"corporation":false,"usgs":true,"family":"Powers","given":"William","suffix":"III","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201127,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hardt, William F.","contributorId":70013,"corporation":false,"usgs":true,"family":"Hardt","given":"William","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":201126,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","interactions":[{"subject":{"id":15027,"text":"ofr65111 - 1965 - Physical properties, dynamic and static test results, Straight Creek Tunnel pilot bore, Clear Creek and Summit Counties, Colorado","indexId":"ofr65111","publicationYear":"1965","noYear":false,"title":"Physical properties, dynamic and static test results, Straight Creek Tunnel pilot bore, Clear Creek and Summit Counties, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":1},{"subject":{"id":15686,"text":"ofr62111 - 1962 - Geology of the Straight Creek tunnel site, Clear Creek and Summit Counties, Colorado, and its predicted effect on tunnel construction","indexId":"ofr62111","publicationYear":"1962","noYear":false,"title":"Geology of the Straight Creek tunnel site, Clear Creek and Summit Counties, Colorado, and its predicted effect on tunnel construction"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":2},{"subject":{"id":15687,"text":"ofr65139 - 1965 - Preliminary Report on the Engineering Geology of the Straight Creek Tunnel Pilot Bore, Clear Creek and Summit Counties, Colorado","indexId":"ofr65139","publicationYear":"1965","noYear":false,"title":"Preliminary Report on the Engineering Geology of the Straight Creek Tunnel Pilot Bore, Clear Creek and Summit Counties, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":3},{"subject":{"id":15688,"text":"ofr65138 - 1965 - The validity of geologic projection, a successful example: the Straight Creek Tunnel pilot bore, Colorado","indexId":"ofr65138","publicationYear":"1965","noYear":false,"title":"The validity of geologic projection, a successful example: the Straight Creek Tunnel pilot bore, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":4},{"subject":{"id":46826,"text":"ofr67146 - 1967 - Geologic map of Straight Creek Tunnel pilot bore, Clear Creek and Summit Counties, Colorado","indexId":"ofr67146","publicationYear":"1967","noYear":false,"title":"Geologic map of Straight Creek Tunnel pilot bore, Clear Creek and Summit Counties, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":5}],"lastModifiedDate":"2022-02-17T12:14:36.34142","indexId":"pp815","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"815","title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/pp815","usgsCitation":"Robinson, C., Lee, F.T., Scott, J.H., Carroll, R.D., Hurr, R., Richards, D., Mattei, F.A., Hartmann, B.E., and Abel, J.F., 1974, Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado: U.S. Geological Survey Professional Paper 815, Report: viii, 134 p.; 4 Plates: 54.00 × 31.00 inches or smaller, https://doi.org/10.3133/pp815.","productDescription":"Report: viii, 134 p.; 4 Plates: 54.00 × 31.00 inches or smaller","costCenters":[],"links":[{"id":104739,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5077.htm","linkFileType":{"id":5,"text":"html"},"description":"5077"},{"id":54018,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0815/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54017,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0815/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54016,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0815/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54015,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0815/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54019,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0815/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118825,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0815/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Straight Creek tunnel site","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -105.9447,\n              39.6558\n            ],\n            [\n              -105.8819,\n              39.6558\n            ],\n            [\n              -105.8818,\n              39.6986\n            ],\n            [\n              -105.9447,\n              39.6986\n            ],\n            [\n              -105.9447,\n              39.6558\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602700","contributors":{"authors":[{"text":"Robinson, Charles Sherwood 0000-0002-7623-2380","orcid":"https://orcid.org/0000-0002-7623-2380","contributorId":71163,"corporation":false,"usgs":true,"family":"Robinson","given":"Charles Sherwood","affiliations":[],"preferred":false,"id":193051,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lee, F. T.","contributorId":50163,"corporation":false,"usgs":true,"family":"Lee","given":"F.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":193048,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scott, J. H.","contributorId":15204,"corporation":false,"usgs":true,"family":"Scott","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":193043,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Carroll, R. D.","contributorId":53373,"corporation":false,"usgs":true,"family":"Carroll","given":"R.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":193049,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":193044,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Richards, D. B.","contributorId":34963,"corporation":false,"usgs":true,"family":"Richards","given":"D. B.","affiliations":[],"preferred":false,"id":193047,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Mattei, F. A.","contributorId":33736,"corporation":false,"usgs":true,"family":"Mattei","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":193046,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Hartmann, B. E.","contributorId":20782,"corporation":false,"usgs":true,"family":"Hartmann","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":193045,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Abel, J. F. Jr.","contributorId":57495,"corporation":false,"usgs":true,"family":"Abel","given":"J.","suffix":"Jr.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":193050,"contributorType":{"id":1,"text":"Authors"},"rank":9}]}}
,{"id":57998,"text":"wri7360 - 1974 - Effects of urbanization on floods in the Dallas, Texas metropolitan area","interactions":[],"lastModifiedDate":"2016-08-22T12:43:26","indexId":"wri7360","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"73-60","title":"Effects of urbanization on floods in the Dallas, Texas metropolitan area","docAbstract":"<p>The effects of urbanization on flood characteristics of streams in the Dallas metropolitan area were studied by use of a digital model of the hydrologic system. The model was calibrated by using observed rainfall and runoff data from 19 storms in six basins having various degrees of urbanization. The calibrated models were used with a 57- year rainfall record to simulate 57-year records of annual peak discharges in 14 basins. The flood-frequency characteristics were defined by fitting the simulated 57-year records to log-Pearson Type III distributions.</p>\n<p>Regional peak-discharge equations, which can be used to determine the maximum rates of discharge that could be expected to be equaled or exceeded on the average of once in 1.25, 2, 5, 10, 25, and 100 years, were derived from multiple-regression analyses. The relationships among flood frequency, drainage area, and a coefficient of impervious area are given in a nomograph.</p>\n<p>The analyses indicate that in a fully-developed residential area, the flood peaks will be 1.2 to 1.4 times those from an undeveloped area; and the annual direct runoff will be about double that from an undeveloped area. Data were not sufficient to determine the increase in runoff from a highly industrialized area where the effective imperviousness approaches 100 percent.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7360","collaboration":"Prepared in cooperation with the city of Dallas","usgsCitation":"Dempster, G.R., 1974, Effects of urbanization on floods in the Dallas, Texas metropolitan area: U.S. Geological Survey Water-Resources Investigations Report 73-60, iv, 51 p., https://doi.org/10.3133/wri7360.","productDescription":"iv, 51 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":258751,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0060/report.pdf","size":"3424","linkFileType":{"id":1,"text":"pdf"}},{"id":258752,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0060/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624dee","contributors":{"authors":[{"text":"Dempster, George R. Jr.","contributorId":106975,"corporation":false,"usgs":true,"family":"Dempster","given":"George","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":258124,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":69527,"text":"hu30 - 1974 - Hydrologic Unit Map — 1974, State of New Jersey","interactions":[],"lastModifiedDate":"2022-01-06T19:53:09.497441","indexId":"hu30","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"30","subseriesTitle":"New Jersey 1974","title":"Hydrologic Unit Map — 1974, State of New Jersey","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/hu30","isbn":"060776788X","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1974, Hydrologic Unit Map — 1974, State of New Jersey: U.S. Geological Survey Hydrologic Unit 30, 1 Plate: 25.15 × 27.18 inches, https://doi.org/10.3133/hu30.","productDescription":"1 Plate: 25.15 × 27.18 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Jersey\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614378","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":534617,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":69528,"text":"hu32 - 1974 - Hydrologic Unit Map -- 1974, New York","interactions":[],"lastModifiedDate":"2016-11-07T10:59:46","indexId":"hu32","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"32","subseriesTitle":"New York 1974","title":"Hydrologic Unit Map -- 1974, New York","docAbstract":"<p><span>This map and accompanying table show Hydrologic Units that are basically hydrographic in nature. &nbsp;The Cataloging Units shown will supplant the Cataloging Units previously used by the U.S. Geological Survey in its Catalog of Information on Water Data (1966-72). &nbsp;The previous U.S. Geological Survey Catalog-Indexing System was by map number and letter, such as 49M. &nbsp;The boundaries shown have been adapted from \"The Catalog of Information on Water Data\" (1972), \"Water Resources Regions and Subregions for the National Assessment of Water and Related Land Resources\" by the U.S. Water Resources Council (1970), \" River Basins of the United States\" by the U.S. Soil Conservation Service (1963, 1970), \"River Basin Maps Showing Hydrologic Stations\" by the Inter-Agency Committee on Water Resources, Subcommittee on Hydrology (1961), and States planning maps.</span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/hu32","isbn":"607767901","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1974, Hydrologic Unit Map -- 1974, New York: U.S. Geological Survey Hydrologic Unit 32, 55.63 x 43.75 inches, https://doi.org/10.3133/hu32.","productDescription":"55.63 x 43.75 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,{"id":69538,"text":"hu23 - 1974 - Hydrologic Unit Map -- 1974, Minnesota","interactions":[],"lastModifiedDate":"2015-09-29T12:45:15","indexId":"hu23","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"23","subseriesTitle":"Minnesota 1974","title":"Hydrologic Unit Map -- 1974, Minnesota","docAbstract":"<p>This map and accompanying table show Hydrologic Units that are basically hydrographic in nature. &nbsp;The Cataloging Units shown will supplant the Cataloging Units previously used by the U.S. Geological Survey in its Catalog of Information on Water Data (1966-72). &nbsp;&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, 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,{"id":69530,"text":"hu29 - 1974 - Hydrologic Unit Map — 1974, States of New Hampshire and Vermont","interactions":[],"lastModifiedDate":"2022-01-05T22:36:41.234722","indexId":"hu29","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"29","subseriesTitle":"New Hamshire & Vermont 1974","title":"Hydrologic Unit Map — 1974, States of New Hampshire and Vermont","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/hu29","isbn":"607767871","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1974, Hydrologic Unit Map — 1974, States of New Hampshire and Vermont: U.S. Geological Survey Hydrologic Unit 29, 1 Plate: 28.47 × 27.17 inches, https://doi.org/10.3133/hu29.","productDescription":"1 Plate: 28.47 × 27.17 inches","costCenters":[],"links":[{"id":252480,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/hu/29/report-thumb.jpg"},{"id":251555,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/hu/29/plate-1.pdf","size":"4130","linkFileType":{"id":1,"text":"pdf"}},{"id":251554,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/hu/29/report.pdf","size":"26","linkFileType":{"id":1,"text":"pdf"}},{"id":393946,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16240.htm"}],"scale":"500000","country":"United States","state":"New Hampshire, Vermont","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.4326171875,\n              42.71473218539458\n            ],\n            [\n              -70.83984375,\n              42.71473218539458\n            ],\n            [\n              -70.83984375,\n              45.3444241045224\n            ],\n            [\n              -73.4326171875,\n              45.3444241045224\n            ],\n            [\n              -73.4326171875,\n              42.71473218539458\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614369","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":534620,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":69532,"text":"hu58 - 1974 - Hydrologic Unit Map -- 1974, Caribbean region","interactions":[],"lastModifiedDate":"2012-02-02T00:13:21","indexId":"hu58","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"58","subseriesTitle":"Caribbean region 1974","title":"Hydrologic Unit Map -- 1974, Caribbean region","language":"ENGLISH","doi":"10.3133/hu58","isbn":"060776807X","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1974, Hydrologic Unit Map -- 1974, Caribbean region: U.S. Geological Survey Hydrologic Unit 58, 1 map : col. 39 x 122 cm. fold. in envelope 30 x 24 cm.; Reprint 1990; An overprint of the 1:240,000-scale base map. Shows location and names of all cities and towns and most of the smaller settlements and railroads in black; water features in blue; hydrologic boundaries and codes in red. No contours. Sheet 42 by 58 inches. 1952 base., https://doi.org/10.3133/hu58.","productDescription":"1 map : col. 39 x 122 cm. fold. in envelope 30 x 24 cm.; Reprint 1990; An overprint of the 1:240,000-scale base map. Shows location and names of all cities and towns and most of the smaller settlements and railroads in black; water features in blue; hydrologic boundaries and codes in red. No contours. Sheet 42 by 58 inches. 1952 base.","costCenters":[],"links":[{"id":251558,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/hu/58/report.pdf","size":"21","linkFileType":{"id":1,"text":"pdf"}},{"id":251559,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/hu/58/plate-1.pdf","size":"7896","linkFileType":{"id":1,"text":"pdf"}},{"id":252482,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/hu/58/report-thumb.jpg"}],"scale":"240000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614559","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":534622,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26267,"text":"wri7437 - 1974 - A method for the relative classification of lakes in the State of Washington from reconnaissance data","interactions":[],"lastModifiedDate":"2018-10-30T09:49:24","indexId":"wri7437","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-37","title":"A method for the relative classification of lakes in the State of Washington from reconnaissance data","docAbstract":"<p>The classification system developed allows a rapid assessment of the eutrophic potential and condition of more than 750 Washington lakes and reservoirs. The potential for nutrient enrichment from natural sources is evaluated on the basis of the interactions of physical and hydrologic factors that play a role in controlling the trophic condition of lakes, such as: (1) mean depth, (2) volume, (3) bottom slope, (4) shoreline configuration ratio, (5) ratio of drainage area to volume, (6) altitude, and (7) water-renewal time. The potential for nutrient enrichment from cultural sources is evaluated on the basis of (1) total phosphorus loading from nonpoint sources and point sources, (2) volume of water per nearshore home, and (3) percentage of shore developed. Total phosphorus loading for the lakes is calculated using criteria based on phosphorus exports from various nonpoint sources in the lake basin. Indicators of eutrophication and water quality are evaluated from phosphorus and nitrogen concentrations, specific conductance, dissolved-oxygen depletion in the hypolimnion, Secchidisc visibility, fecal-doliform bacteria, and the abundance of rooted aquatic plants. The classification system, applied to seven Washington lakes, shows that a high enrichment potential from natural and (or) cultural factors is a good indicator of eutrophication and water-quality conditions for the lake.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7437","usgsCitation":"Bortleson, G.C., Dion, N.P., and McConnell, J.B., 1974, A method for the relative classification of lakes in the State of Washington from reconnaissance data: U.S. Geological Survey Water-Resources Investigations Report 74-37, v, 35 p., https://doi.org/10.3133/wri7437.","productDescription":"v, 35 p.","costCenters":[],"links":[{"id":358932,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0037/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157806,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":" https://pubs.usgs.gov/wri/1974/0037/report-thumb.jpg"}],"country":"United 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,{"id":27039,"text":"wri7358 - 1974 - Mathematical model of San Juan Valley ground-water basin, San Benito County, California","interactions":[],"lastModifiedDate":"2018-10-30T15:09:54","indexId":"wri7358","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"73-58","title":"Mathematical model of San Juan Valley ground-water basin, San Benito County, California","docAbstract":"<p>A mathematical model study of the San Juan Valley ground-water basin in San Benito County, Calif., has quantitatively described the ground-water hydrology of the basin under past, present, and future conditions of development. An analysis of conditions in the basin prior to large-scale ground-water development indicates that net recharge equaled 9.23 cubic feet per second and occurred as subsurface flow to the eastern part of the basin and infiltration of rain, direct runoff, and minor streamflows. Net predevelopment discharge equaled 9.23 cubic feet per second and occurred as aquifer discharge to the San Benito River. The 9.23 cubic feet per second of predevelopment recharge is considered to be perennial recharge to the basin.</p><p>Large-scale ground-water development occurred in the area during the period 1945-68 and caused water levels to decline throughout most of the basin. Progressive depletion of aquifer storage during this period changed the San Benito River from a gaining (perennial) stream to a losing stream along most of its reach in the basin area. Net discharge from the basin during the period 1945-68 averaged 18.10 cubic feet per second. Of this amount 17.82 cubic feet per second occurred as pumpage from wells, and<br>0.28 cubic foot per second occurred as basin discharge to the San Benito River. Net recharge to the basin during the same period averaged 13.57 cubic feet per second. Of this amount 4.34 cubic feet per second occurred as infiltration from the San Benito River and 9.23 cubic feet per second occurred as perennial recharge.</p><p>Use of the calibrated mathematical model to simulate quantities of imported water entering the basin from the San Benito River indicates that water levels in San Juan Valley will stabilize or recover when additional recharge equals or exceeds 3,000 acre-feet per year.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7358","usgsCitation":"Faye, R.E., 1974, Mathematical model of San Juan Valley ground-water basin, San Benito County, California: U.S. Geological Survey Water-Resources Investigations Report 73-58, iv, 39 p., https://doi.org/10.3133/wri7358.","productDescription":"iv, 39 p.","costCenters":[],"links":[{"id":358981,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0058/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158582,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0058/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Benito County","otherGeospatial":"San Juan Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.5833,\n              36.4167\n            ],\n            [\n              -121.4167,\n              36.4167\n            ],\n            [\n              -121.4167,\n              36.5833\n            ],\n            [\n              -121.5833,\n              36.5833\n            ],\n            [\n              -121.5833,\n              36.4167\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ffbb","contributors":{"authors":[{"text":"Faye, Robert E.","contributorId":92221,"corporation":false,"usgs":true,"family":"Faye","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197452,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":69534,"text":"hu12 - 1974 - Hydrologic Unit Map -- 1974, Idaho","interactions":[],"lastModifiedDate":"2018-12-10T14:14:44","indexId":"hu12","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"12","subseriesTitle":"Idaho 1974","title":"Hydrologic Unit Map -- 1974, Idaho","docAbstract":"<p>This map and accompanying table show Hydrologic Units that are basically hydrographic in nature. The Cataloging Units shown will supplant the Cataloging Units previously used by the U.S. Geological Survey in its Catalog of Information on Water Data (1966-72). The previous U.S. Geological Survey Catalog-Indexing System was by map number and letter, such as 49M. The boundaries as shown have been adapted from \"The Catalog of Information on Water Data\" (1972), \"Water Resources Regions and Subregions for the National Assessment of Water and Related Land Resources\" by the U.S. Water Resources Council (1970), \"River Basins of the United States\" by the U.S. Soil Conservation Service (1963, 1970), \"River Basin Maps Showing Hydrologic Stations\" by the Inter-Agency Committee on Water Resources, Subcommittee on Hydrology (1961), and State planning maps.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/hu12","isbn":"607767707","collaboration":"Prepared in cooperation with the U.S. Water Resources Council","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1974, Hydrologic Unit Map -- 1974, Idaho: U.S. Geological Survey Hydrologic Unit 12, 42.80 x 67.48 inches, https://doi.org/10.3133/hu12.","productDescription":"42.80 x 67.48 inches","costCenters":[],"links":[{"id":360116,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/hu/12/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":190411,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/hu/12/report-thumb.jpg"}],"scale":"500000","country":"United 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,{"id":48225,"text":"ofr741019 - 1974 - Water resources of Grand Teton National Park, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:10:38","indexId":"ofr741019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-1019","title":"Water resources of Grand Teton National Park, Wyoming","docAbstract":"The study described in this report is an appraisal of water resources in Grand Teton National Park where hydrologic data are needed for planning water supplies for public use. Water is used in the park for public-water supplies at National Park Service facilities, for commercial and domestic use at guest ranches and private residences, and for irrigation. Public-water supplies in the park utilize both surface and ground water. Some of the surface-water sources are in areas of heavy use by park visitors. Public-health requirements are that only ground water, if adequate in quantity and quality, should be used for public-water supplies in such areas.","language":"ENGLISH","doi":"10.3133/ofr741019","usgsCitation":"Cox, E.R., 1974, Water resources of Grand Teton National Park, Wyoming: U.S. Geological Survey Open-File Report 74-1019, 114 leaves : ill., maps (some fold.) ; 27 cm., https://doi.org/10.3133/ofr741019.","productDescription":"114 leaves : ill., maps (some fold.) ; 27 cm.","costCenters":[],"links":[{"id":172593,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/1019/report-thumb.jpg"},{"id":84921,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84922,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84923,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84924,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84925,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84926,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84927,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84928,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84929,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84930,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84931,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84932,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84933,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84934,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84935,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84936,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84937,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84938,"rank":417,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-18.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84939,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/1019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db6363d4","contributors":{"authors":[{"text":"Cox, Edward Riley","contributorId":40966,"corporation":false,"usgs":true,"family":"Cox","given":"Edward","email":"","middleInitial":"Riley","affiliations":[],"preferred":false,"id":236999,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48270,"text":"ofr7457 - 1974 - Geology and ground water for land-use planning in the Eagle River-Chugiak area, Alaska","interactions":[],"lastModifiedDate":"2023-06-20T22:14:25.979311","indexId":"ofr7457","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-57","title":"Geology and ground water for land-use planning in the Eagle River-Chugiak area, Alaska","docAbstract":"<p>The Eagle River — Chugiak area is a rapidly growing residential part of the Greater Anchorage Area Borough, south-central Alaska. High-density, urban development in some parts of the area may be restricted because of the nature of the surficial geologic materials and their hydrologic characteristics. This report assembles all information collected by the U.S. Geological Survey on the geology and ground-water resources of the Eagle River — Chugiak area.</p><p>The study area lies mostly within the Cook Inlet — Susitna Lowland and consists of low hills and intervening channels, hummocky ridges, sloping alluvial fans, and low-lying tidal flats that border Knik Arm. The eastern part of the area lies on the steep slopes of the Chugach Mountains. Drainage is generally to the west and northwest, except that locally the slopes drain southwesterly to the Eagle River, the major stream of the area.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7457","collaboration":"Prepared in cooperation with the Greater Anchorage Area Borough","usgsCitation":"Zenone, C., Schmoll, H.R., and Dobrovolny, E., 1974, Geology and ground water for land-use planning in the Eagle River-Chugiak area, Alaska: U.S. Geological Survey Open-File Report 74-57, Report: 25 p.; 1 Plate: 21.71 x 29.76 inches, https://doi.org/10.3133/ofr7457.","productDescription":"Report: 25 p.; 1 Plate: 21.71 x 29.76 inches","costCenters":[],"links":[{"id":418257,"rank":4,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0057/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":418256,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0057/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407800,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15072.htm","linkFileType":{"id":5,"text":"html"}},{"id":172286,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0057/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Eagle River-Chugiak area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -149.625,\n              61.267\n            ],\n            [\n              -149.403,\n              61.267\n            ],\n            [\n              -149.403,\n              61.427\n            ],\n            [\n              -149.625,\n              61.427\n            ],\n            [\n              -149.625,\n              61.267\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db686072","contributors":{"authors":[{"text":"Zenone, Chester","contributorId":8094,"corporation":false,"usgs":true,"family":"Zenone","given":"Chester","email":"","affiliations":[],"preferred":false,"id":237070,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schmoll, Henry R. schmoll@usgs.gov","contributorId":3793,"corporation":false,"usgs":true,"family":"Schmoll","given":"Henry","email":"schmoll@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":237069,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dobrovolny, Ernest","contributorId":45288,"corporation":false,"usgs":true,"family":"Dobrovolny","given":"Ernest","affiliations":[],"preferred":false,"id":237071,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":15092,"text":"ofr74257 - 1974 - Hydrologic effects of the Tampa Bypass Canal","interactions":[],"lastModifiedDate":"2012-02-02T00:06:59","indexId":"ofr74257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-257","title":"Hydrologic effects of the Tampa Bypass Canal","language":"ENGLISH","publisher":"[s.n.],","doi":"10.3133/ofr74257","usgsCitation":"Motz, L.H., 1974, Hydrologic effects of the Tampa Bypass Canal: U.S. Geological Survey Open-File Report 74-257, 48 leaves :22 folded maps ;28 cm.; (68 p. - PGS), https://doi.org/10.3133/ofr74257.","productDescription":"48 leaves :22 folded maps ;28 cm.; (68 p. - PGS)","costCenters":[],"links":[{"id":148059,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606e15","contributors":{"authors":[{"text":"Motz, Louis H.","contributorId":6934,"corporation":false,"usgs":true,"family":"Motz","given":"Louis","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":170553,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15512,"text":"ofr74352 - 1974 - Hydrologic reconnaissance of the southern Uinta Basin, Utah and Colorado","interactions":[{"subject":{"id":15512,"text":"ofr74352 - 1974 - Hydrologic reconnaissance of the southern Uinta Basin, Utah and Colorado","indexId":"ofr74352","publicationYear":"1974","noYear":false,"title":"Hydrologic reconnaissance of the southern Uinta Basin, Utah and Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":70042869,"text":"70042869 - 1954 - Progress report on selected ground-water basins in Utah","indexId":"70042869","publicationYear":"1954","noYear":false,"title":"Progress report on selected ground-water basins in Utah"},"id":1}],"supersededBy":{"id":70042869,"text":"70042869 - 1954 - Progress report on selected ground-water basins in Utah","indexId":"70042869","publicationYear":"1954","noYear":false,"title":"Progress report on selected ground-water basins in Utah"},"lastModifiedDate":"2016-12-12T11:37:04","indexId":"ofr74352","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-352","title":"Hydrologic reconnaissance of the southern Uinta Basin, Utah and Colorado","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr74352","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Price, D., and Miller, L.L., 1974, Hydrologic reconnaissance of the southern Uinta Basin, Utah and Colorado: U.S. Geological Survey Open-File Report 74-352, 92 leaves :ill., maps (1 col.) ;27 cm., https://doi.org/10.3133/ofr74352.","productDescription":"92 leaves :ill., maps (1 col.) ;27 cm.","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":148298,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605437","contributors":{"authors":[{"text":"Price, Don","contributorId":30608,"corporation":false,"usgs":true,"family":"Price","given":"Don","email":"","affiliations":[],"preferred":false,"id":171242,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Louise L.","contributorId":74759,"corporation":false,"usgs":true,"family":"Miller","given":"Louise","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":171243,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":15814,"text":"ofr74357 - 1974 - Streamflow measurement network review for hydroelectric power applications in Brazil","interactions":[],"lastModifiedDate":"2023-08-21T18:51:30.61942","indexId":"ofr74357","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-357","title":"Streamflow measurement network review for hydroelectric power applications in Brazil","docAbstract":"<p>This review of selected segments of the stream-gaging network of Brazil was undertaken by the writer in March and April, 1973, pursuant to an agreement between Companhia de Pesquisa de Recursos Minerais (CPRM) and Centrais Eletricas Brasileiras S.A. (ELETROBRAS) as a part of the cooperative program of the U.S. Geological Survey (USGS) and CPRM under the auspices of the Ministerio das Minas e Energia (MME) and the U.S. Agency for International Development (USAID). Its primary purpose is to provide an evaluation of the adequacy of streamflow data on streams which are being considered for or are already being utilized for hydroelectric power sources. Some comments are included pertaining to the general coverage hydrologic network. These comments were generated by the examination of the streamflow data useful for power purposes because all gaging stations form a part of the total network for hydrologic investigations. Present plans are that the entire network will eventually be operated by or under the jurisdiction of the MME through the Departamento National de Aguas e Energia Eletrica (DNAEE).</p><p>Brazil is a large country, larger than the conterminous United States, and it has been engaged in hydrologic investigations for more than 50 years. The network has been maintained by Federal agencies, State agencies, power companies, and consulting firms and until recently no organizational mechanism existed to coordinate the various activities or to establish uniform standards of data collection, computation, and publication.</p><p>It is estimated that stage and/or discharge data have been collected at 2,500 or more sites in Brazil. Because there has been no centralized publication system, it has not been possible to locate with assurance all measurement sites or to ascertain precisely the types and quality of the data collected or available.</p><p>For these reasons the suggestions outlined in this report are expected to be modified on the basis of local need and site information, which may not have been evident at the time of the review. For example, specific suggestions have been made to discontinue some stations which appear superfluous or which essentially duplicate other stations. In other instances additions to the network have been proposed. There may be reasons for the continued operation of a given station which cannot be discerned from the available literature. Also coverage may have been established in an area but the evidence has not yet appeared in print. DEAEE is currently (1973) working diligently to overcome a backlog of data computation and publication. Brazil is currently developing at a rapid rate with electric power demands increasing at a 12% annually, a reflection of the tremendous growth of the economy. With this rate of increase likely to continue for the foreseable future, it goes without saying that hydrologic information needed tomorrow must be collected today.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr74357","collaboration":"Prepared in cooperation with the Brazilian Ministry of Mines and Energy National Department of Water and Electrical Energy under the auspices of the United States Agency for International Development","usgsCitation":"Schaefer, F.T., 1974, Streamflow measurement network review for hydroelectric power applications in Brazil: U.S. Geological Survey Open-File Report 74-357, 63 p., https://doi.org/10.3133/ofr74357.","productDescription":"63 p.","costCenters":[],"links":[{"id":148318,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0357/report-thumb.jpg"},{"id":419982,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0357/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Brazil","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -74.5719146888472,\n              3.7969492210477824\n            ],\n            [\n              -74.5719146888472,\n              -33.611048620406706\n            ],\n            [\n              -27.13000244975086,\n              -33.611048620406706\n            ],\n            [\n              -27.13000244975086,\n              3.7969492210477824\n            ],\n            [\n              -74.5719146888472,\n              3.7969492210477824\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4d89","contributors":{"authors":[{"text":"Schaefer, Francis T.","contributorId":48184,"corporation":false,"usgs":true,"family":"Schaefer","given":"Francis","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":171778,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26895,"text":"wri7417 - 1974 - Hydrologic analysis of the Mojave River, California, using a mathematical model","interactions":[],"lastModifiedDate":"2018-10-29T14:32:18","indexId":"wri7417","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-17","title":"Hydrologic analysis of the Mojave River, California, using a mathematical model","docAbstract":"<p>The channel of the Mojave Rive'r in California is normally dry and is highly permeable over much of its length, and large quantities of water from natural floodflows in the channel infiltrate through the channel bed to the underlying ground-water body. From 1930 to 1972 only 18 floods at The Forks produced flow at Barstow, 55 miles (88 kilometres) downstream from The Forks. Peak discharges at Barstow from these floods ranged from 180 cubic feet per second (5 cubic metres per second) in 1967 to 64,300 cubic feet per second (1,820 cubic metres per second) in 1938. Total stream infiltration, primarily as ground-water recharge, ranged from 3,600 acre-feet (4.40 cubic hectometres) in 1935 to 50,400 acre-feet (62.1 cubic hectometres) in 1969 between The Forks and Victorville and from about 7,000 acre-feet (8.61 cubic hectometres) in 1935 to 128,000 acre-feet (158 cubic hectometres) in 1969 between Victorville and Barstow.</p><p>The Mojave Water Agency is considering the use of the channel of the river to convey water imported from northern California through Silverwood Reservoir (5 miles or 8 kilometres upstream from The Forks) downstream to the Barstow area. The imported water would be used to replenish aquifers underlying the Barstow area. A mathematical model was developed that simulates the advance of discharge down the initially dry channel of the Mojave River, and the model was used to evaluate the potential of the channel to move imported water downstream to Barstow.</p><p>Results of simulation by modeling indicate that the channel of the Mojave River can be used to efficiently convey imported water to Barstow only when the absorption capacity of the channel has been reduced by an antecedent flood. The volume of imported water that can reach Barstow depends on the volume and duration of the antecedent flood, on the volume of imported water released trom Silverwood Reservoir, and on the rate at which imported water is released. A release of 20,000 acre-feet (24.6 cubic hectometres) of imported water may produce at Barstow a maximum volume of imported water of 2,500, 8,000, 11,000, or 15,000 acre-feet (3.08, 9.86, 13.6, or 18.4 cubic hectometres) for a release rate of 500, 750, 1,000, or 2,000 cubic feet per second (14.2, 21.2, 28.3, or 56.8 cubic metres per second).</p><p>For planning purposes in evaluating some of the hydraulic effects of recharge on the aquifer, a simulation of the aquifer near the Barstow area using an electrical analog model showed that a combination of no pumping and a yearly recharge of 5,000 acre-feet (6.17 cubic hectometres) for 10 years could raise ground-water levels at least 10 feet (3 metres) over an area of about 10 square miles (25 square kilometres). To obtain the water-level changes due to the combined effects of pumping and recharge, the above water-level changes should be superimposed on the separate effects of pumping.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7417","usgsCitation":"Durbin, T.J., and Hardt, W.F., 1974, Hydrologic analysis of the Mojave River, California, using a mathematical model: U.S. Geological Survey Water-Resources Investigations Report 74-17, v, 50 p., https://doi.org/10.3133/wri7417.","productDescription":"v, 50 p.","costCenters":[],"links":[{"id":157467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0017/report-thumb.jpg"},{"id":358909,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Mojave River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -117.42187500000001,\n              34.26289150646404\n            ],\n            [\n              -117.00576782226562,\n              34.26289150646404\n            ],\n            [\n              -117.00576782226562,\n              34.91521472314689\n            ],\n            [\n              -117.42187500000001,\n              34.91521472314689\n            ],\n            [\n              -117.42187500000001,\n              34.26289150646404\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611900","contributors":{"authors":[{"text":"Durbin, Timothy J.","contributorId":63373,"corporation":false,"usgs":true,"family":"Durbin","given":"Timothy","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197204,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hardt, W. F.","contributorId":12455,"corporation":false,"usgs":true,"family":"Hardt","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197203,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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