{"pageNumber":"2436","pageRowStart":"60875","pageSize":"25","recordCount":68807,"records":[{"id":48027,"text":"ofr72123 - 1972 - Emergency ground-water supplies in the Seattle-Tacoma urban complex and adjacent areas, Washington","interactions":[],"lastModifiedDate":"2012-07-19T01:01:49","indexId":"ofr72123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-123","title":"Emergency ground-water supplies in the Seattle-Tacoma urban complex and adjacent areas, Washington","docAbstract":"Urban areas that are supplied from surface-water sources are especially vulnerable to major disruption of their water supplies. Such disruption could result from natural disasters such as earthquakes, floods, or landslides or from such other causes as dam failures fallout of radioactive material or other toxic substance from the atmosphere or other toxic substances from the atmosphere or direct introduction (either accidental or deliberate) of any substance that would render the water unfit for use. Prolonged disruption of public water supplies not only causes personal hardships but also endangers health and safety unless suitable alternative emergency supplies can be provided. The degree of hardship and danger generally increases in direct relation to the population density. Ground water because it occurs beneath protective soil and rock materials is less subject to sudden major contamination than are surface-water bodies. For this reason and also because of its widespread availability in the Puget Sound region ground water is especially desireable as a sources of emergency supplies for drinking or other uses requiring water of good quality. In much of the area existing wells would be suitable as safe sources of emergency supplies.","language":"English","doi":"10.3133/ofr72123","usgsCitation":"Foxworthy, B., 1972, Emergency ground-water supplies in the Seattle-Tacoma urban complex and adjacent areas, Washington: U.S. Geological Survey Open-File Report 72-123, 1 Map: sheet 63 x 86 cm., https://doi.org/10.3133/ofr72123.","productDescription":"1 Map: sheet 63 x 86 cm.","costCenters":[],"links":[{"id":170141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":84798,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0123/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Washington","city":"Seattle;Tacoma","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123,46.666666666666664 ], [ -123,48.166666666666664 ], [ -121.58333333333333,48.166666666666664 ], [ -121.58333333333333,46.666666666666664 ], [ -123,46.666666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605897","contributors":{"authors":[{"text":"Foxworthy, B. L.","contributorId":45686,"corporation":false,"usgs":true,"family":"Foxworthy","given":"B. L.","affiliations":[],"preferred":false,"id":236693,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48032,"text":"ofr72158 - 1972 - Proposed water-resources study of Searles Valley, California","interactions":[],"lastModifiedDate":"2012-02-02T00:10:20","indexId":"ofr72158","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-158","title":"Proposed water-resources study of Searles Valley, California","language":"ENGLISH","doi":"10.3133/ofr72158","usgsCitation":"Hardt, W.F., Moyle, W.R., and Dutcher, L., 1972, Proposed water-resources study of Searles Valley, California: U.S. Geological Survey Open-File Report 72-158, 70 p.  ill., maps ; 27 cm., https://doi.org/10.3133/ofr72158.","productDescription":"70 p.  ill., maps ; 27 cm.","costCenters":[],"links":[{"id":110341,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_52162.htm","linkFileType":{"id":5,"text":"html"},"description":"52162"},{"id":170221,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0158/report-thumb.jpg"},{"id":84800,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0158/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84801,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0158/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84802,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0158/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d715","contributors":{"authors":[{"text":"Hardt, W. F.","contributorId":12455,"corporation":false,"usgs":true,"family":"Hardt","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":236699,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Moyle, W. R. Jr.","contributorId":85938,"corporation":false,"usgs":true,"family":"Moyle","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":236701,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dutcher, L.C.","contributorId":42191,"corporation":false,"usgs":true,"family":"Dutcher","given":"L.C.","email":"","affiliations":[],"preferred":false,"id":236700,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48034,"text":"ofr72161 - 1972 - Evaporation from Morse Reservoir, Indiana","interactions":[],"lastModifiedDate":"2016-05-25T11:39:19","indexId":"ofr72161","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-161","title":"Evaporation from Morse Reservoir, Indiana","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Indianapolis, IN","doi":"10.3133/ofr72161","usgsCitation":"Heisel, J.E., Hoggatt, R., and Tate, C.H., 1972, Evaporation from Morse Reservoir, Indiana: U.S. Geological Survey Open-File Report 72-161, 73 p.  ill., maps ; 28 cm., https://doi.org/10.3133/ofr72161.","productDescription":"73 p.  ill., maps ; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":170223,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Indiana","county":"Hamilton","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-85.8617,40.2201],[-85.863,40.139],[-85.8624,39.9436],[-85.8625,39.9286],[-85.9369,39.9272],[-85.9411,39.9272],[-85.9801,39.9269],[-86.2385,39.9259],[-86.239,39.9549],[-86.2417,40.0419],[-86.242,40.1304],[-86.2424,40.1807],[-86.2435,40.2152],[-86.1285,40.2176],[-86.0135,40.2186],[-85.9015,40.2194],[-85.8617,40.2201]]]},\"properties\":{\"name\":\"Hamilton\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9cae","contributors":{"authors":[{"text":"Heisel, J. E.","contributorId":103252,"corporation":false,"usgs":true,"family":"Heisel","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":236707,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoggatt, R.E.","contributorId":96751,"corporation":false,"usgs":true,"family":"Hoggatt","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":236706,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Tate, C. H.","contributorId":93464,"corporation":false,"usgs":true,"family":"Tate","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":236705,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48036,"text":"ofr72164 - 1972 - Low flows and temperatures of streams in the Seattle-Tacoma urban complex and adjacent areas, Washington","interactions":[],"lastModifiedDate":"2012-07-19T01:01:48","indexId":"ofr72164","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-164","title":"Low flows and temperatures of streams in the Seattle-Tacoma urban complex and adjacent areas, Washington","docAbstract":"Data on the minimum flows of streams and water temperature are necessary for the proper planning and development of the water resources of urban Seattle-Tacoma and adjacent areas. The data on low flows are needed for such purposes as (1) designing and operating municipal and industrial water-supply systems; (2) classifying streams as to their potential for waste disposal; (3) defining the amount of water available for irrigation, for maintaining streamflow as required by law or agreement, and for fish propagation; and (4) designing water-storage facilities. Data on stream temperatures are important to many water users because of the many biological, chemical, and physical properties of water that are dependent on temperature. Agricultural and domestic users as well as municipal, industrial and fishery agencies are concerned with water temperatures. In this report, low-flow data are accompanied by information on seasonal variations in water temperatures at sites selected as representing regional stream-temperature patterns. Because low flows and high water temperatures commonly occur together, they may impose constraints on various uses of the region's streams. The following discussion deals first with low-flow trends in the region, then with stream temperatures, and finally with some of the resulting constraints.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Tacoma, WA","doi":"10.3133/ofr72164","usgsCitation":"Hidaka, F., 1972, Low flows and temperatures of streams in the Seattle-Tacoma urban complex and adjacent areas, Washington: U.S. Geological Survey Open-File Report 72-164, 11 p.; 1 Plate: 58 x 77 cm., https://doi.org/10.3133/ofr72164.","productDescription":"11 p.; 1 Plate: 58 x 77 cm.","costCenters":[],"links":[{"id":170293,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0164/report-thumb.jpg"},{"id":84806,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0164/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84807,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0164/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Washington","city":"Seattle;Tacoma","otherGeospatial":"Cedar River;Deschutes River;Flett Creek;Green River;Nisqually River;North Creek;Puyallup River;Quilceda Creek;Sammamish River;Skykomish River;Snoqualmie River;Sultan River;Taylor Creek;White River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123,46.666666666666664 ], [ -123,48.166666666666664 ], [ -121.58333333333333,48.166666666666664 ], [ -121.58333333333333,46.666666666666664 ], [ -123,46.666666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a74e4b07f02db644921","contributors":{"authors":[{"text":"Hidaka, F.T.","contributorId":48542,"corporation":false,"usgs":true,"family":"Hidaka","given":"F.T.","email":"","affiliations":[],"preferred":false,"id":236709,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48037,"text":"ofr72165 - 1972 - New Mexico district work-effort analysis computer program","interactions":[],"lastModifiedDate":"2012-02-02T00:10:20","indexId":"ofr72165","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-165","title":"New Mexico district work-effort analysis computer program","docAbstract":"The computer program (CAN 2) described in this report is one of several related programs used in the New Mexico District cost-analysis system. The work-effort information used in these programs is accumulated and entered to the nearest hour on forms completed by each employee. Tabulating cards are punched directly from these forms after visual examinations for errors are made. Reports containing detailed work-effort data itemized by employee within each project and account and by account and project for each employee are prepared for both current-month and year-to-date periods by the CAN 2 computer program. An option allowing preparation of reports for a specified 3-month period is provided. The total number of hours worked on each account and project and a grand total of hours worked in the New Mexico District is computed and presented in a summary report for each period.\r\n\r\nWork effort not chargeable directly to individual projects or accounts is considered as overhead and can be apportioned to the individual accounts and projects on the basis of the ratio of the total hours of work effort for the individual accounts or projects to the total New Mexico District work effort at the option of the user. The hours of work performed by a particular section, such as General Investigations or Surface Water, are prorated and charged to the projects or accounts within the particular section. A number of surveillance or buffer accounts are employed to account for the hours worked on special events or on those parts of large projects or accounts that require a more detailed analysis. Any part of the New Mexico District operation can be separated and analyzed in detail by establishing an appropriate buffer account. \r\n\r\nWith the exception of statements associated with word size, the computer program is written in FORTRAN IV in a relatively low and standard language level to facilitate its use on different digital computers. The program has been run only on a Control Data Corporation 6600 computer system. Central processing computer time has seldom exceeded 5 minutes on the longest year-to-date runs.","language":"ENGLISH","doi":"10.3133/ofr72165","usgsCitation":"Hiss, W.L., Trantolo, A., and Sparks, J., 1972, New Mexico district work-effort analysis computer program: U.S. Geological Survey Open-File Report 72-165, 69 p.  ill. ; 27 cm., https://doi.org/10.3133/ofr72165.","productDescription":"69 p.  ill. ; 27 cm.","costCenters":[],"links":[{"id":170294,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0165/report-thumb.jpg"},{"id":84808,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0165/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db6977db","contributors":{"authors":[{"text":"Hiss, W. L.","contributorId":15614,"corporation":false,"usgs":true,"family":"Hiss","given":"W.","middleInitial":"L.","affiliations":[],"preferred":false,"id":236711,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trantolo, A.P.","contributorId":67955,"corporation":false,"usgs":true,"family":"Trantolo","given":"A.P.","email":"","affiliations":[],"preferred":false,"id":236712,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sparks, J.L.","contributorId":8153,"corporation":false,"usgs":true,"family":"Sparks","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":236710,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48038,"text":"ofr72174 - 1972 - Effects of the January and February 1969 floods on ground water in central and southern California","interactions":[],"lastModifiedDate":"2012-02-02T00:10:20","indexId":"ofr72174","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-174","title":"Effects of the January and February 1969 floods on ground water in central and southern California","language":"ENGLISH","doi":"10.3133/ofr72174","usgsCitation":"Hughes, J.L., and Waananen, A., 1972, Effects of the January and February 1969 floods on ground water in central and southern California: U.S. Geological Survey Open-File Report 72-174, 52 p. ill., maps ; 27 cm., https://doi.org/10.3133/ofr72174.","productDescription":"52 p. ill., maps ; 27 cm.","costCenters":[],"links":[{"id":170358,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c8dc","contributors":{"authors":[{"text":"Hughes, Jerry L.","contributorId":19944,"corporation":false,"usgs":true,"family":"Hughes","given":"Jerry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236713,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waananen, A. O.","contributorId":87121,"corporation":false,"usgs":true,"family":"Waananen","given":"A. O.","affiliations":[],"preferred":false,"id":236714,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48039,"text":"ofr72175 - 1972 - A study of the Flint River, Michigan, as it relates to low-flow augmentation","interactions":[],"lastModifiedDate":"2017-07-12T10:48:19","indexId":"ofr72175","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-175","title":"A study of the Flint River, Michigan, as it relates to low-flow augmentation","docAbstract":"<p>One of the uses of the Flint River is dilution of waste-water. Population and industrial growth in the Flint area hah placed new demands on the stream and emphasized the need for an analysis of the surface water resources of the basin. This report describes selected streamflow characteristics of the Flint River and its tributaries, and presents draft-storage relations for the river basin. Flow characteristics for 17 sites show that the 7-day 2-year low flow ranges from 0 to 0.17 cfs (cubic feet per second) per square mile. Draft-storage relations for the basin show that existing storage, if fully utilized, could, on an average, provide a minimum discharge at Montrose of 160 cfs in 19 out of 20 years. The discharge, in conjunction with water diverted from Lake Huron to the Flint River through the Detroit and Flint water systems (about 60 cfs in 1971), indicates that low flows would seldom be less than about 200 cfs at Montrose. Diversions from the basin for irrigation may reduce low flows by about 12 cfs. Ground-water sources offer small potential for development of large supplies of water for streamflow augmentation, although wells in the glacial deposits may provide a supplemental source of water at some locations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr72175","usgsCitation":"Hulbert, G.C., 1972, A study of the Flint River, Michigan, as it relates to low-flow augmentation: U.S. Geological Survey Open-File Report 72-175, ii, 24 p., https://doi.org/10.3133/ofr72175.","productDescription":"ii, 24 p.","numberOfPages":"30","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":343679,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0175/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":170359,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0175/report-thumb.jpg"}],"country":"United States","state":"Michigan","otherGeospatial":"Flint River","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-83.4607,43.2235],[-83.4593,43.1425],[-83.4589,43.1365],[-83.455,42.9681],[-83.4553,42.9617],[-83.4546,42.8798],[-83.4541,42.8766],[-83.5737,42.8744],[-83.6902,42.871],[-83.6863,42.7822],[-83.9225,42.7812],[-83.928,42.8677],[-83.9309,42.9574],[-83.9283,43.0451],[-83.9294,43.1334],[-83.9318,43.2204],[-83.8154,43.2212],[-83.694,43.2223],[-83.5809,43.2226],[-83.4607,43.2235]]]},\"properties\":{\"name\":\"Genesee\",\"state\":\"MI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a617c","contributors":{"authors":[{"text":"Hulbert, Gordon C.","contributorId":19214,"corporation":false,"usgs":true,"family":"Hulbert","given":"Gordon","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":236715,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48041,"text":"ofr72181 - 1972 - Water-quality reconnaissance of the Lower Santa Ana River canyon,  California","interactions":[],"lastModifiedDate":"2012-02-02T00:10:21","indexId":"ofr72181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-181","title":"Water-quality reconnaissance of the Lower Santa Ana River canyon,  California","language":"ENGLISH","doi":"10.3133/ofr72181","usgsCitation":"Irwin, G.A., and Powers, W.R., 1972, Water-quality reconnaissance of the Lower Santa Ana River canyon,  California: U.S. Geological Survey Open-File Report 72-181, 40 p.  ill., maps ; 27 cm., https://doi.org/10.3133/ofr72181.","productDescription":"40 p.  ill., maps ; 27 cm.","costCenters":[],"links":[{"id":170361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e3e4b07f02db5e54c6","contributors":{"authors":[{"text":"Irwin, George A.","contributorId":35363,"corporation":false,"usgs":true,"family":"Irwin","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":236718,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Powers, William R. III","contributorId":81952,"corporation":false,"usgs":true,"family":"Powers","given":"William","suffix":"III","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":236719,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48046,"text":"ofr72208 - 1972 - Water sources for nesting habitat of Mexican duck and double-crested cormorant at Elephant Butte Marsh, Sierra County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:10:21","indexId":"ofr72208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-208","title":"Water sources for nesting habitat of Mexican duck and double-crested cormorant at Elephant Butte Marsh, Sierra County, New Mexico","language":"ENGLISH","doi":"10.3133/ofr72208","usgsCitation":"Kelly, T., 1972, Water sources for nesting habitat of Mexican duck and double-crested cormorant at Elephant Butte Marsh, Sierra County, New Mexico: U.S. Geological Survey Open-File Report 72-208, 28 p. ill., maps ; 28 cm., https://doi.org/10.3133/ofr72208.","productDescription":"28 p. ill., maps ; 28 cm.","costCenters":[],"links":[{"id":100072,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0208/report.pdf","size":"11364","linkFileType":{"id":1,"text":"pdf"}},{"id":100073,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0208/plate-3.pdf","size":"1477","linkFileType":{"id":1,"text":"pdf"}},{"id":170424,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0208/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f01ef","contributors":{"authors":[{"text":"Kelly, T.W.","contributorId":37401,"corporation":false,"usgs":true,"family":"Kelly","given":"T.W.","email":"","affiliations":[],"preferred":false,"id":236732,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48048,"text":"ofr72216 - 1972 - Annual compilation and analysis of hydrologic data for urban studies in the San Antonio, Texas metropolitan area, 1969","interactions":[],"lastModifiedDate":"2017-06-14T11:07:37","indexId":"ofr72216","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-216","title":"Annual compilation and analysis of hydrologic data for urban studies in the San Antonio, Texas metropolitan area, 1969","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72216","usgsCitation":"Land, L.F., 1972, Annual compilation and analysis of hydrologic data for urban studies in the San Antonio, Texas metropolitan area, 1969: U.S. Geological Survey Open-File Report 72-216, 109 p., https://doi.org/10.3133/ofr72216.","productDescription":"109 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":170426,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","city":"San Antonio","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.8165283203125,\n              29.123373210819224\n            ],\n            [\n              -98.19580078125,\n              29.123373210819224\n            ],\n            [\n              -98.19580078125,\n              29.699982298744377\n            ],\n            [\n              -98.8165283203125,\n              29.699982298744377\n            ],\n            [\n              -98.8165283203125,\n              29.123373210819224\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bb03","contributors":{"authors":[{"text":"Land, L. F.","contributorId":17253,"corporation":false,"usgs":true,"family":"Land","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":236734,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48049,"text":"ofr72221 - 1972 - Floods in Starkweather Creek basin, Madison, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-13T10:15:54","indexId":"ofr72221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-221","title":"Floods in Starkweather Creek basin, Madison, Wisconsin","docAbstract":"<p>The city of Madison is establishing standards for flood-plain zoning and land-use planning. The evaluation of flood potential is a necessary factor to be considered before such standards are established and put into effect. Purpose and scope. The purposes of this report are to determine the magnitude and water surface elevations of the regional (100-year) flood for both existing and future conditions, to determine their limits of flooding, and to analyze maximum hydraulic capacities of the channel system of Starkweather Creek.</p>\n<p>The regional flood is defined by the Wisconsin Department of Natural Resources (1968, p. 94) as a flood that occurs on an average of once in 100 years and \"which is representative of large floods known to have occurred generally in Wisconsin and reasonably characteristic of what can be expected to occur on a particular stream\".</p>\n<p>The reaches evaluated are (1) Starkweather Creek and West Branch Starkweather Creek, for a distance of 6.0 river miles from the mouth at Lake Monona upstream to the U.S. Highway 51 crossing north of Truax Field; and (2) East Branch Starkweather Creek (2.8 river miles), from its confluence with the West Branch near Milwaukee Street upstream to a point near the Interstate Highway 90-94 crossing.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72221","usgsCitation":"Lawrence, C.L., and Holmstrom, B.K., 1972, Floods in Starkweather Creek basin, Madison, Wisconsin: U.S. Geological Survey Open-File Report 72-221, Report: 10 p.; 5 Plates: 63.86 x 27.42 inches or smaller, https://doi.org/10.3133/ofr72221.","productDescription":"Report: 10 p.; 5 Plates: 63.86 x 27.42 inches or smaller","numberOfPages":"12","onlineOnly":"Y","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":100075,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0221/plate-1.pdf","size":"2501","linkFileType":{"id":1,"text":"pdf"}},{"id":100076,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0221/plate-2.pdf","size":"12466","linkFileType":{"id":1,"text":"pdf"}},{"id":100077,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0221/plate-3.pdf","size":"4807","linkFileType":{"id":1,"text":"pdf"}},{"id":100074,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0221/report.pdf","size":"1176","linkFileType":{"id":1,"text":"pdf"}},{"id":100078,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0221/plate-4.pdf","size":"1739","linkFileType":{"id":1,"text":"pdf"}},{"id":100079,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0221/plate-5.pdf","size":"1705","linkFileType":{"id":1,"text":"pdf"}},{"id":170427,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0221/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","city":"Madison","otherGeospatial":"Starkweather Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.40845489501953,\n              43.08894918346591\n            ],\n            [\n              -89.40845489501953,\n              43.1911601915877\n            ],\n            [\n              -89.27215576171874,\n              43.1911601915877\n            ],\n            [\n              -89.27215576171874,\n              43.08894918346591\n            ],\n            [\n              -89.40845489501953,\n              43.08894918346591\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5453b1","contributors":{"authors":[{"text":"Lawrence, Carl L.","contributorId":57435,"corporation":false,"usgs":true,"family":"Lawrence","given":"Carl","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236735,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Holmstrom, Barry K.","contributorId":80644,"corporation":false,"usgs":true,"family":"Holmstrom","given":"Barry","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":236736,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48050,"text":"ofr72222 - 1972 - Floods on Yahara River, Lake Kegonsa dam to county line, Dane County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-13T10:32:32","indexId":"ofr72222","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-222","title":"Floods on Yahara River, Lake Kegonsa dam to county line, Dane County, Wisconsin","docAbstract":"<p>The State of Wisconsin, as a result of recent legislation, is establishing new, and upgrading old, minimum standards for flood-plain regulation. These standards require evaluations of the flood potential of many streams in Wisconsin.</p>\n<p>This report provides an evaluation of flood potential for the Yahara River in the 13-mile low-water channel reach from the dam at the outlet of Lake Kegonsa downstream to the county line. Prepared by the U.S. Geological Survey in cooperation with the Dane County Regional Planning Commission and the Wisconsin Department of Natural Resources, this flood-inundation study gives the computed water-surface elevations and defines the areal limits of inundation for the regional flood.</p>\n<p>The regional flood is defined by the Wisconsin Department of Natural Resources as a flood having an average frequency of occurrence of-once in 100 years and \"which is representative of large floods known to have occurred generally in Wisconsin and reasonably characteristics of what can be expected to occur on a particular stream.\"</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72222","usgsCitation":"Lawrence, C.L., and Holmstrom, B.K., 1972, Floods on Yahara River, Lake Kegonsa dam to county line, Dane County, Wisconsin: U.S. Geological Survey Open-File Report 72-222, Report: 6 p.; 4 Plates: 44.05 x 26.85 inches or smaller, https://doi.org/10.3133/ofr72222.","productDescription":"Report: 6 p.; 4 Plates: 44.05 x 26.85 inches or smaller","numberOfPages":"11","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":100082,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0222/plate-2.pdf","size":"1326","linkFileType":{"id":1,"text":"pdf"}},{"id":100083,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0222/plate-3.pdf","size":"8392","linkFileType":{"id":1,"text":"pdf"}},{"id":100084,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0222/plate-4.pdf","size":"6205","linkFileType":{"id":1,"text":"pdf"}},{"id":170428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0222/report-thumb.jpg"},{"id":100081,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0222/plate-1.pdf","size":"2676","linkFileType":{"id":1,"text":"pdf"}},{"id":100080,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0222/report.pdf","size":"1512","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Dane","otherGeospatial":"Lake Kegonsa, Yahara River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.2477798461914,\n              42.79262941728661\n            ],\n            [\n              -89.2477798461914,\n              42.98506043912932\n            ],\n            [\n              -89.12212371826172,\n              42.98506043912932\n            ],\n            [\n              -89.12212371826172,\n              42.79262941728661\n            ],\n            [\n              -89.2477798461914,\n              42.79262941728661\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df79f","contributors":{"authors":[{"text":"Lawrence, Carl L.","contributorId":57435,"corporation":false,"usgs":true,"family":"Lawrence","given":"Carl","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":236737,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Holmstrom, Barry K.","contributorId":80644,"corporation":false,"usgs":true,"family":"Holmstrom","given":"Barry","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":236738,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48051,"text":"ofr72228 - 1972 - Liquid-waste disposal at the Linfield disposal site, Dallas, Texas","interactions":[],"lastModifiedDate":"2017-06-14T16:06:11","indexId":"ofr72228","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-228","title":"Liquid-waste disposal at the Linfield disposal site, Dallas, Texas","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72228","usgsCitation":"Leggat, E., Blakey, J., and Massey, B., 1972, Liquid-waste disposal at the Linfield disposal site, Dallas, Texas: U.S. Geological Survey Open-File Report 72-228, 28 p., https://doi.org/10.3133/ofr72228.","productDescription":"28 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":169996,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","city":"Dallas","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4f96","contributors":{"authors":[{"text":"Leggat, E. R.","contributorId":28222,"corporation":false,"usgs":true,"family":"Leggat","given":"E. R.","affiliations":[],"preferred":false,"id":236740,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blakey, J.F.","contributorId":23969,"corporation":false,"usgs":true,"family":"Blakey","given":"J.F.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":236739,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Massey, B.C.","contributorId":102483,"corporation":false,"usgs":true,"family":"Massey","given":"B.C.","email":"","affiliations":[],"preferred":false,"id":236741,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":48052,"text":"ofr72235 - 1972 - Analysis of potential errors in real-time streamflow data and methods of data verification by digital computer","interactions":[],"lastModifiedDate":"2016-06-21T13:25:58","indexId":"ofr72235","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-235","title":"Analysis of potential errors in real-time streamflow data and methods of data verification by digital computer","docAbstract":"<p>The magnitude, frequency, and types of errors inherent in real-time streamflow data are presented in part I. It was found that real-time data are generally less accurate than are historical data, primarily because real-time data are often used before errors can be detected and corrections applied.</p>\n<p>Various methods of verifying real-time streamflow data are outlined in part II. Relatively large errors (those greater than 20-30 percent) can be detected readily by use of well-designed verification programs for a digital computer, and smaller errors can be detected only by discharge measurements and field observations. The capability to substitute a simulated discharge value for missing or erroneous data is incorporated in some of the verification routines described. The routines represent concepts ranging from basic statistical comparisons to complex watershed modeling and provide a selection from which real-time data users can choose a suitable level of verification.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr72235","usgsCitation":"Lystrom, D.J., 1972, Analysis of potential errors in real-time streamflow data and methods of data verification by digital computer: U.S. Geological Survey Open-File Report 72-235, iv, 41 p., https://doi.org/10.3133/ofr72235.","productDescription":"iv, 41 p.","numberOfPages":"51","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":324115,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0235/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":169997,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr72235.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db680218","contributors":{"authors":[{"text":"Lystrom, David J.","contributorId":101283,"corporation":false,"usgs":true,"family":"Lystrom","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":236742,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48056,"text":"ofr72257 - 1972 - Travel time for solutes, upper Sabine River basin, Texas, April 16-30, 1972","interactions":[],"lastModifiedDate":"2016-08-23T16:01:56","indexId":"ofr72257","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-257","title":"Travel time for solutes, upper Sabine River basin, Texas, April 16-30, 1972","docAbstract":"<p>The U.S. Geological Survey, in cooperation with the Sabine River Compact Administration, conducted time-of-travel studies in the Sabine River Basin on April 16-30, 1972. One study was made on the main stem of the Sabine River in four reaches from Lake Tawakoni to Toledo Bend Reservoir, a distance of 219 miles. Two other studies were made on reaches of Lake Fork Creek and Big Sandy Creek. The purpose of these studies was to provide travel-rate data to be used by the Sabine River Authority of Texas in constructing a hydrologic model of the basin.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72257","collaboration":"Prepared in cooperation with the Sabine River Compact Administration","usgsCitation":"Mills, W.B., 1972, Travel time for solutes, upper Sabine River basin, Texas, April 16-30, 1972: U.S. Geological Survey Open-File Report 72-257, 2 Plates: 23.37 x 18.72 inches and 23.70 x 19.28 inches, https://doi.org/10.3133/ofr72257.","productDescription":"2 Plates: 23.37 x 18.72 inches and 23.70 x 19.28 inches","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":327753,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr72257.JPG"},{"id":84814,"rank":399,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0257/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84815,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0257/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Sabine River Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ce4b07f02db626a86","contributors":{"authors":[{"text":"Mills, Willard B.","contributorId":29390,"corporation":false,"usgs":true,"family":"Mills","given":"Willard","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":236748,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48058,"text":"ofr72261 - 1972 - Artificial recharge in the upper Santa Ana Valley, southern California","interactions":[],"lastModifiedDate":"2024-11-27T14:28:47.027618","indexId":"ofr72261","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-261","title":"Artificial recharge in the upper Santa Ana Valley, southern California","docAbstract":"<p>Artificial recharge has long been an integral part of water-supply management in the upper Santa Ana Valley. About 7,500 acres of unlined channels and 2,590 acres in 60 off-channel recharge facilities are available for water spreading.</p><p>To estimate potential infiltration rates for the recharge facilities, 63 single-ring infiltrometer tests were conducted at 22 recharge facilities. Tests ranged from 1 to 14 hours and averaged about 14 hours. Measured infiltration rates ranged from about 0.1 foot per day at Patton basin to 106 feet per day at Lynwood basin. Grain-size distribution was determined on 25 soil samples collected at infiltrometer test sites. Regression analysis showed a direct relation between the logarithm of the infiltration rate and the logarithm of the 20th percentile particle diameter, corresponding to 20 percent finer on the grain-size graph. Regression analysis also showed an inverse relation between the logarithm of the infiltration rate and the logarithm of the sorting coefficient. Test sites were grouped into two geologic units--younger alluvium and older alluvium. Logarithmic plots of infiltration rates versus the ratio D20/30 yielded straight-line plots for both geologic units.</p><p>Silt clogging greatly affects infiltration rates. Some clogging was observed in nearly all facilities, and significant reduction of infiltration rates was measured in seven basins.</p><p>Drillers' logs, supplemented with data from 11 test holes augered during the investigation, were used to delineate low permeability horizons that might retard downward movement of recharged water. Low permeability zones were found within the upper 50 feet at five basins.</p><p>Unused storage capacity in underlying ground-water basins ranges from large in Chino basin to minimal in Oak Glen subbasin. Recharge operations in Bunker Hill, Lytle, Etiwanda, and Claremont Heights basins should be carefully monitored to guard against overfilling the aquifers.</p><p>Recharge capacity, which is the volume rate (cubic feet per second) of water that can be recharged for extended periods at a given site, was estimated for all unlined channels and off-channel recharge facilities. Recharge capacity of all off-channel facilities was estimated to be more than 3,200 cfs (cubic feet per second). Total recharge capacity for major stream systems seems to be adequate to handle floods of 5-year recurrence intervals, and most systems have sufficient capacity to handle 10-year floods.</p><p>Potential recharge rate, which is the infiltration rate (feet per day) that can be maintained over extended periods under normal operating conditions, was delineated throughout the study area on the basis of controlling geologic and hydrologic factors. Estimated recharge rates range from less than 1 foot per day in areas underlain by older alluvium to 4 feet per day in areas underlain by coarse-grained younger alluvium.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72261","collaboration":"Prepared in cooperation with the San Bernadino County Flood Control District","usgsCitation":"Moreland, J.A., 1972, Artificial recharge in the upper Santa Ana Valley, southern California: U.S. Geological Survey Open-File Report 72-261, Report: 51 p.; 2 Figures: 24.36 x 21.83 inches and 24.41 x 21.72 inches, https://doi.org/10.3133/ofr72261.","productDescription":"Report: 51 p.; 2 Figures: 24.36 x 21.83 inches and 24.41 x 21.72 inches","costCenters":[],"links":[{"id":464532,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1972/0261/figure-3,4.pdf","text":"Figures 3 and 4","linkFileType":{"id":1,"text":"pdf"}},{"id":464533,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1972/0261/figure-5,6.pdf","text":"Figures 5 and 6","linkFileType":{"id":1,"text":"pdf"}},{"id":464531,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0261/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":161879,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0261/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Santa Ana Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -118.26350655006037,\n              34.09035779532327\n            ],\n            [\n              -118.26350655006037,\n              33.07871896520476\n            ],\n            [\n              -116.82028540594663,\n              33.07871896520476\n            ],\n            [\n              -116.82028540594663,\n              34.09035779532327\n            ],\n            [\n              -118.26350655006037,\n              34.09035779532327\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672c0a","contributors":{"authors":[{"text":"Moreland, Joe A.","contributorId":48171,"corporation":false,"usgs":true,"family":"Moreland","given":"Joe","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":236751,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48059,"text":"ofr72263 - 1972 - A proposal for a study of the water resources of Santa Fe County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:10:06","indexId":"ofr72263","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-263","title":"A proposal for a study of the water resources of Santa Fe County, New Mexico","language":"ENGLISH","doi":"10.3133/ofr72263","usgsCitation":"Mourant, W.A., 1972, A proposal for a study of the water resources of Santa Fe County, New Mexico: U.S. Geological Survey Open-File Report 72-263, 52 p. ill., maps ; 27 cm., https://doi.org/10.3133/ofr72263.","productDescription":"52 p. ill., maps ; 27 cm.","costCenters":[],"links":[{"id":100085,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0263/report.pdf","size":"17228","linkFileType":{"id":1,"text":"pdf"}},{"id":161880,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0263/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8d39","contributors":{"authors":[{"text":"Mourant, Walter Arthur","contributorId":6496,"corporation":false,"usgs":true,"family":"Mourant","given":"Walter","email":"","middleInitial":"Arthur","affiliations":[],"preferred":false,"id":236752,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48060,"text":"ofr72266 - 1972 - Annual compilation and analysis of hydrologic data for Pin Oak Creek, Trinity River basin, Texas, 1970","interactions":[],"lastModifiedDate":"2021-09-15T17:49:41.539308","indexId":"ofr72266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-266","title":"Annual compilation and analysis of hydrologic data for Pin Oak Creek, Trinity River basin, Texas, 1970","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72266","collaboration":"Prepared in cooperation with the Texas Water Development Board","usgsCitation":"Myers, D., and Hampton, B., 1972, Annual compilation and analysis of hydrologic data for Pin Oak Creek, Trinity River basin, Texas, 1970: U.S. Geological Survey Open-File Report 72-266, iii, 50 p., https://doi.org/10.3133/ofr72266.","productDescription":"iii, 50 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":389274,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0266/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":161881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0266/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Pin Oak Creek, Trinity River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -96.90765380859375,\n              31.344254455668054\n            ],\n            [\n              -96.12487792968749,\n              31.344254455668054\n            ],\n            [\n              -96.12487792968749,\n              31.891550612684366\n            ],\n            [\n              -96.90765380859375,\n              31.891550612684366\n            ],\n            [\n              -96.90765380859375,\n              31.344254455668054\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bc78","contributors":{"authors":[{"text":"Myers, D.R.","contributorId":104534,"corporation":false,"usgs":true,"family":"Myers","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":236754,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hampton, B.B.","contributorId":43362,"corporation":false,"usgs":true,"family":"Hampton","given":"B.B.","email":"","affiliations":[],"preferred":false,"id":236753,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48064,"text":"ofr72300 - 1972 - An inventory of published and unpublished fluvial-sediment data for California, 1956-70","interactions":[],"lastModifiedDate":"2014-04-09T08:39:31","indexId":"ofr72300","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-300","title":"An inventory of published and unpublished fluvial-sediment data for California, 1956-70","docAbstract":"This inventory was prepared to provide a convenient reference to \npublished and unpublished fluvial-sediment data for water years 1956-70, \nand updates substantially previous inventories. Sediment stations are \nlisted in downstream order, and an alphabetical list of stations is also \nincluded. Figure 1 shows the approximate location of sediment stations \nin California. Most of the fluvial-sediment data in California were \ncollected by the U.S. Geological Survey, under cooperative agreements \nwith the following Federal, State, and local agencies: \nCalifornia Department of Water Resources, \nCalifornia Department of Navigation and Ocean Development, \nCalifornia Department of Fish and Game, \nBolinas Harbor District, \nMonterey County Flood Control and Water Conservation District, \nOrange County Flood Control District, \nRiverside County Flood Control and Water Conservation District, \nSan Diego County Department of Sanitation and Flood Control, \nSan Luis Obispo County, \nSan Mateo County, \nSanta Clara County Flood Control and Water District, \nSanta Cruz County Flood Control and Water Conservation District, \nSanta Cruz, city of, \nUniversity of California, \nVentura County Flood Control District, \nForest Service, U.S. Department of Agriculture, \nSoil Conservation Service, U.S. Department of Agriculture, \nCorps of Engineers, U.S. Army, \nBureau of Reclamation, U.S. Department of the Interior, \nNational Park Service, U.S. Department of the Interior. \nThis report was prepared by the Geological Survey under the general \nsupervision of R. Stanley Lord, district chief in charge of water-resources \ninvestigations in California.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Menlo Park, CA","doi":"10.3133/ofr72300","usgsCitation":"Porterfield, G., 1972, An inventory of published and unpublished fluvial-sediment data for California, 1956-70: U.S. Geological Survey Open-File Report 72-300, ii, 26 p., https://doi.org/10.3133/ofr72300.","productDescription":"ii, 26 p.","numberOfPages":"28","temporalStart":"1956-01-01","temporalEnd":"1970-12-31","costCenters":[],"links":[{"id":161968,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0300/report-thumb.jpg"},{"id":285917,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0300/report.pdf"}],"country":"United States","state":"California","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.0,33.0 ], [ -124.0,42.0 ], [ -115.0,42.0 ], [ -115.0,33.0 ], [ -124.0,33.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db68434c","contributors":{"authors":[{"text":"Porterfield, George","contributorId":68719,"corporation":false,"usgs":true,"family":"Porterfield","given":"George","email":"","affiliations":[],"preferred":false,"id":236761,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48070,"text":"ofr72317 - 1972 - Annual compilation and analysis of hydrologic data for urban studies in the Bryan, Texas, metropolitan area, 1969","interactions":[],"lastModifiedDate":"2017-06-14T11:09:12","indexId":"ofr72317","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-317","title":"Annual compilation and analysis of hydrologic data for urban studies in the Bryan, Texas, metropolitan area, 1969","docAbstract":"<p>Hydrologic investigations of urban areas in Texas were begun by the U.S. Geological Survey in 1954. These studies are now in progress in Austin, Houston, Dallas, Dallas County, Fort Worth, San Antonio, and Bryan. Hydrologic investigations of urban areas in Texas were begun by the U.S. Geological Survey in 1954. These studies are now in progress in Austin, Houston, Dallas, Dallas County, Fort Worth, San Antonio, and Bryan. 1. To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of floods. 2. To document and define the areal extent of floods of greater than ordinary magnitude. 3. To determine the effect of urban development on flood peaks and volume. 4. To provide applied research facilities for studies at Texas A &amp; M University at College Stations. This report, the first in a series of reports to be published annually, is primarily applicable to objectives 2, 3, and 4. The report presents the basic hydrologic data collected in two study areas during the 1969 water year (October 1, 1968, to September 30, 1969) and basic hydrologic data collected during part of the 1968 water year (April 5, 1968, to September 30, 1968). The locations of the two basins within the study area, Burton Creek and Hudson Creek, are shown on figure 1.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72317","collaboration":"Prepared in cooperation with Texas Agricultural and Mechanical University","usgsCitation":"Robbins, W., 1972, Annual compilation and analysis of hydrologic data for urban studies in the Bryan, Texas, metropolitan area, 1969: U.S. Geological Survey Open-File Report 72-317, iv, 49 p., https://doi.org/10.3133/ofr72317.","productDescription":"iv, 49 p.","numberOfPages":"53","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"1969-01-01","temporalEnd":"1969-12-31","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":162388,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0317/report-thumb.jpg"},{"id":285951,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0317/report.pdf","text":"Report","size":"15.45 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"Bryan","otherGeospatial":"Burton Creek, Hudson Creek","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -96.5,30.5 ], [ -96.5,30.75 ], [ -95.25,30.75 ], [ -95.25,30.5 ], [ -96.5,30.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bb6c","contributors":{"authors":[{"text":"Robbins, W.D.","contributorId":72852,"corporation":false,"usgs":true,"family":"Robbins","given":"W.D.","email":"","affiliations":[],"preferred":false,"id":236769,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48071,"text":"ofr72319 - 1972 - Ground water in central St. Croix, U.S. Virgin Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:10:06","indexId":"ofr72319","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-319","title":"Ground water in central St. Croix, U.S. Virgin Islands","language":"ENGLISH","doi":"10.3133/ofr72319","usgsCitation":"Robison, T.M., 1972, Ground water in central St. Croix, U.S. Virgin Islands: U.S. Geological Survey Open-File Report 72-319, 46 p. ill., maps (3 fold. in pocket) ; 28 cm., https://doi.org/10.3133/ofr72319.","productDescription":"46 p. ill., maps (3 fold. in pocket) ; 28 cm.","costCenters":[],"links":[{"id":162389,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0319/report-thumb.jpg"},{"id":84817,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0319/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84818,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0319/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84819,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0319/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84820,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0319/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66da59","contributors":{"authors":[{"text":"Robison, Tully M.","contributorId":77969,"corporation":false,"usgs":true,"family":"Robison","given":"Tully","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":236770,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48072,"text":"ofr72320 - 1972 - Water-resources investigation using analog model techniques in the Saugus-Newhall area, Los Angeles County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:10:06","indexId":"ofr72320","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-320","title":"Water-resources investigation using analog model techniques in the Saugus-Newhall area, Los Angeles County, California","docAbstract":"The Saugus-Newhall area is in the upper Santa Clara River valley, in northwestern Los Angeles. County, about 30 miles north of Los Angeles. The area has two main aquifers, the alluvial aquifer and the underlying Saugus aquifer. These two aquifers are the subject of this investigation. \r\n\r\nThe alluvial aquifer consists of river channel alluvium as much as 200 feet thick with a transmissibility ranging from 50,000 to 325,000 gallons per day per foot and a storage coefficient of i0 to 20 percent. In 1945 about 210,000 acre-feet of recoverable ground water was in storage in the alluvial aquifer. The alluvial aquifer is the major source of ground-water pumpage and has supplied about 600,000 acre-feet of effective pumpage during the period 1945 through 1967. Ground-water pumpage and variations in the quantities of surface-water recharge have caused large fluctuations in the water levels in the alluvial aquifer. \r\n\r\nThe Saugus aquifer has. a maximum saturated thickness of about 3,500 feet and ranges in transmissibility from 2,000 to 200,000 gallons per day per foot. Based on limited available data, the Saugus aquifer may contain as much as 6 million acre-feet of ground water in storage under steady-state conditions. Meager available data indicate the water quality in some areas of the Saugus aquifer is poor so that only a fraction of the ground water in storage in the aquifer may be usable for domestic water supplies. \r\n\r\nFloodflow in the streams in the area is the major source of recharge to the alluvial aquifer and the underlying Saugus aquifer. The chemical quality of the ground water is largely dependent on the chemical quality of the surface-water recharge. Ground-water discharge occurs along the Santa Clara River below Castaic Junction.\r\n\r\nWater will be imported to supplement the existing water resources. An analog model of the ground-water basin indicates that it will not be possible to artificially recharge the proposed quantities of imported water into the alluvial aquifer above Saugus unless ground-water pumpage from that area is increased. \r\n\r\nThe model further indicates that the alluvial aquifer may not be able to supply enough water, even when artificially recharged with imported water, to meet the estimated maximum pumping rate to 1990 used in the model and that increased pumpage from the Saugus aquifer may cause water-level declines in both aquifers and may eliminate the natural ground-water discharge from the aquifers.","language":"ENGLISH","doi":"10.3133/ofr72320","usgsCitation":"Robson, S.G., 1972, Water-resources investigation using analog model techniques in the Saugus-Newhall area, Los Angeles County, California: U.S. Geological Survey Open-File Report 72-320, 103 p. ill., maps ; 27 cm. + 9 folded maps, https://doi.org/10.3133/ofr72320.","productDescription":"103 p. ill., maps ; 27 cm. + 9 folded maps","costCenters":[],"links":[{"id":162390,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0320/report-thumb.jpg"},{"id":84821,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0320/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84822,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0320/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84823,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0320/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84824,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0320/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84825,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0320/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84826,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0320/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84827,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0320/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84828,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0320/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84829,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1972/0320/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84830,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0320/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4814e4b07f02db4dab56","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":236771,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48074,"text":"ofr72345 - 1972 - Ground-water resources and geology of Cook County, Georgia","interactions":[],"lastModifiedDate":"2019-08-29T11:22:50","indexId":"ofr72345","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-345","title":"Ground-water resources and geology of Cook County, Georgia","docAbstract":"<p>Aquifer-performance tests and aquifer studies indicate that the limestone beneath the city of Adel and probably most of Cook County contains potable water to a depth of only about 400 to 500 feet and that \"deep\" wells that tap these limestones obtain most of their water from a few thin, highly permeable zones rather than from the entire thickness of the rocks. Below about 500 feet the water is mineralized and not potable without treatment. The yield of \"shallow wells\" is variable and the water generally is corrosive and at places contains appreciable dissolved iron.</p>\n<br>\n<p>The volume of ground water flowing through the Suwannee and Marianna Limestones in Cook County and available for development to properly spaced wells and well fields is estimated to be about 18,000,000 gallons per day. That in the Tampa Foundation is estimated to be about 1,500,000 gallons per day.</p>\n<br>\n<p>Water levels near the center of the Adel well field have declined 38 feet since 1890 and presently are declining at a rate of 1.6 feet per year.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr72345","usgsCitation":"Sever, C.W., 1972, Ground-water resources and geology of Cook County, Georgia: U.S. Geological Survey Open-File Report 72-345, iv, 40 p., https://doi.org/10.3133/ofr72345.","productDescription":"iv, 40 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":287737,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0345/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":287738,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0345/report-thumb.jpg","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Georgia","county":"Cook County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -83.5,31.0 ], [ -83.5,31.375 ], [ -83.25,31.375 ], [ -83.25,31.0 ], [ -83.5,31.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696fa5","contributors":{"authors":[{"text":"Sever, Charles W.","contributorId":102056,"corporation":false,"usgs":true,"family":"Sever","given":"Charles","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":236773,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48076,"text":"ofr72349 - 1972 - Some effects of a heated pipeline on ground-water flow in Alaska","interactions":[],"lastModifiedDate":"2024-02-22T22:51:27.634459","indexId":"ofr72349","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-349","title":"Some effects of a heated pipeline on ground-water flow in Alaska","docAbstract":"<p>The thaw bulb produced by a heated pipeline buried in a stream channel may intercept water confined in shallow unfrozen zones beneath a seasonally frozen layer. Resulting movement of ground water through the thaw bulb might produce quick conditions in the pipeline foundation materials. A digital model showed that such conditions are not likely to occur. Test drilling along the proposed route of the pipeline confirms this conclusion. An exception may be the situation in which the pipeline is buried in fine sand overlying a highly permeable coarse sand or gravel.</p><p>The results of model studies demonstrate that the heated trench will focus ground-water discharge near the pipeline, especially in winter. Such discharge will increase the number and size of icings.</p><p>Explosive icing mounds apparently result from high crystallization pressures that develop within a closed talik. The thaw bulb close to the buried pipeline relieves the pressure that leads to such conditions.</p><p>Potential problems related to thaw-bulb enlargement by heat convection and thaw-instability of fine-grained materials are not treated in this analysis.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72349","usgsCitation":"Sloan, C.E., and Bredehoeft, J.D., 1972, Some effects of a heated pipeline on ground-water flow in Alaska: U.S. Geological Survey Open-File Report 72-349, 25 p., https://doi.org/10.3133/ofr72349.","productDescription":"25 p.","costCenters":[],"links":[{"id":425902,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0349/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":161859,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0349/report-thumb.jpg"}],"country":"United 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,{"id":48078,"text":"ofr72362 - 1972 - Regional draft-storage relationships for central and western Upper Peninsula of Michigan","interactions":[],"lastModifiedDate":"2017-01-25T14:56:24","indexId":"ofr72362","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-362","title":"Regional draft-storage relationships for central and western Upper Peninsula of Michigan","docAbstract":"<p>Regional draft-storage relationships for central and western Upper Peninsula of Michigan are presented in this report. Storage requirements for the 5- and 20-year recurrence intervals were determined using the frequency-mass curve method and daily discharge records from 15 gaging stations. The relationships will be useful in making preliminary estimates of development potential and inc comparing the development possibilities of different streams.</p><p>Carryover storage was investigated and was found to be unnecessary at draft rates of less than 50 percent of the mean annual flow. Carryover storage requirements are presented for the gaging station Middle Branch Escanaba River near Ishpeming.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/ofr72362","collaboration":"Prepared in cooperation with the Michigan Department of Natural Resources","usgsCitation":"Stoimenoff, L., 1972, Regional draft-storage relationships for central and western Upper Peninsula of Michigan: U.S. Geological Survey Open-File Report 72-362, i, 13 p., https://doi.org/10.3133/ofr72362.","productDescription":"i, 13 p.","numberOfPages":"15","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":287742,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr72362.JPG"},{"id":287741,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0362/report.pdf"}],"country":"United States","state":"Michigan","otherGeospatial":"Upper 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