{"pageNumber":"606","pageRowStart":"15125","pageSize":"25","recordCount":16446,"records":[{"id":24285,"text":"ofr72305 - 1971 - A summary of methods for the collection and analysis of basic hydrologic data for arid regions","interactions":[],"lastModifiedDate":"2012-02-02T00:08:01","indexId":"ofr72305","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"72-305","title":"A summary of methods for the collection and analysis of basic hydrologic data for arid regions","docAbstract":"This report summarizes and discusses current methods of collecting and analyzing the data required for a study of the basic hydrology of arid regions. The fundamental principles behind these methods are no different than those that apply to studies of humid regions, but in arid regions the infrequent occurrence of precipitation, the great variability of the many hydrologic elements, and the inaccessibility of most basins usually make it economically infeasible to use conventional levels of instrumentation. Because of these economic considerations hydrologic studies in arid regions have been commonly of the reconnaissance type; the more costly detailed studies are generally restricted to experimental basins and to those basins that now have major economic significance. A thorough search of the literature and personal communication with workers in the field of arid-land hydrology provided the basis for this summary of methods used in both reconnaissance and detailed hydrologic studies. The conclusions reached from a consideration of previously reported methods are interspersed in this report where appropriate.","language":"ENGLISH","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr72305","issn":"0094-9140","usgsCitation":"Rantz, S., and Eakin, T., 1971, A summary of methods for the collection and analysis of basic hydrologic data for arid regions: U.S. Geological Survey Open-File Report 72-305, v, 125 p. :ill ;27 cm., https://doi.org/10.3133/ofr72305.","productDescription":"v, 125 p. :ill ;27 cm.","startPage":"i","endPage":"125","numberOfPages":"130","costCenters":[],"links":[{"id":116988,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0305/report-thumb.jpg"},{"id":91837,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0305/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a60d9","contributors":{"authors":[{"text":"Rantz, S. E.","contributorId":34106,"corporation":false,"usgs":true,"family":"Rantz","given":"S. E.","affiliations":[],"preferred":false,"id":191628,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eakin, T.E.","contributorId":101727,"corporation":false,"usgs":true,"family":"Eakin","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":191629,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1339,"text":"wsp1893 - 1971 - Potential development and recharge of ground water in Mill Creek Valley, Butler and Hamilton Counties, Ohio, based on analog model analysis","interactions":[],"lastModifiedDate":"2012-02-02T00:05:13","indexId":"wsp1893","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1893","title":"Potential development and recharge of ground water in Mill Creek Valley, Butler and Hamilton Counties, Ohio, based on analog model analysis","docAbstract":"Mill Creek valley is part of the greater Cincinnati industrial area in southwestern Ohio. In 1964, nearly 30 percent of the water supply in the study area of about 27 square miles was obtained from wells in the glacial-outwash aquifer underlying the valley. Ground-water demand has increased steadily since the late 1800's, and excessive pumpage during the years of World War II caused water levels to decline to critical levels. Natural recharge to the aquifer, from precipitation, is about 8.5 mgd (million gallons per day). In 1964, the total water use was about 30 mgd, of which 8.1 mgd was obtained from wells in Mill Creek valley, and the remainder was imported from outside the basin. With rapid industrial expansion and population growth, demand for ground water is continuing to increase. By the year 2000 ground-water pumpage is expected to exceed 25 mgd. \r\n\r\nAt a public hearing before the Ohio Water Commission in 1961, artificial recharge of the aquifer through injection wells was proposed as a possible solution to the Mill Creek valley water-supply problem. The present study attempts to determine the feasibility of injection-well recharge systems in the Mill Creek valley. \r\n\r\nAlthough basically simple, the hydrologic system in Mill Creek valley is complex in detail and is difficult to evaluate using conventional quantitative methods. Because of this complexity, an electric analog model was used to test specific development plans. \r\n\r\nThree hypothetical pumping plans were developed by projecting past pumpage data to the years 1980 and 2000. Various combinations of injection wells were tested on the model under different hypothetical conditions of pumpage. Based on analog model analysis, from three to eight inject-ion wells, with an approximate input of 2 mgd each, would reverse the trend in declining groundwater levels and provide adequate water to meet anticipated future demands.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1893","usgsCitation":"Fidler, R.E., 1971, Potential development and recharge of ground water in Mill Creek Valley, Butler and Hamilton Counties, Ohio, based on analog model analysis: U.S. Geological Survey Water Supply Paper 1893, iv, 37 p. :illus., maps. ;23 cm., https://doi.org/10.3133/wsp1893.","productDescription":"iv, 37 p. :illus., maps. ;23 cm.","costCenters":[],"links":[{"id":110030,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25110.htm","linkFileType":{"id":5,"text":"html"},"description":"25110"},{"id":137426,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1893/report-thumb.jpg"},{"id":26399,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1893/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26400,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1893/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26401,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1893/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26402,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1893/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26403,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1893/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db6838f1","contributors":{"authors":[{"text":"Fidler, Richard E.","contributorId":86313,"corporation":false,"usgs":true,"family":"Fidler","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143591,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68610,"text":"ha306 - 1971 - Floods in Wilmington Quadrangle, Northeastern Illinois","interactions":[],"lastModifiedDate":"2012-02-10T00:11:25","indexId":"ha306","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"306","title":"Floods in Wilmington Quadrangle, Northeastern Illinois","language":"ENGLISH","doi":"10.3133/ha306","usgsCitation":"Allen, H., and Noehre, A.W., 1971, Floods in Wilmington Quadrangle, Northeastern Illinois: U.S. Geological Survey Hydrologic Atlas 306, 1 col. map ;58 x 44 cm., on sheet 77 x 132 cm., https://doi.org/10.3133/ha306.","productDescription":"1 col. map ;58 x 44 cm., on sheet 77 x 132 cm.","costCenters":[],"links":[{"id":187546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90271,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/306/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.25,41.25 ], [ -88.25,41.3675 ], [ -88.11749999999999,41.3675 ], [ -88.11749999999999,41.25 ], [ -88.25,41.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e47ad","contributors":{"authors":[{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":278567,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Noehre, Allen W.","contributorId":17659,"corporation":false,"usgs":true,"family":"Noehre","given":"Allen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278568,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48082,"text":"ofr72375 - 1971 - Techniques for assessing water resource potentials in the developing countries: with emphasis on streamflow, erosion and sediment transport, water movement in unsaturated soils, ground water, and remote sensing in hydrologic applications","interactions":[],"lastModifiedDate":"2014-06-17T14:26:17","indexId":"ofr72375","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"72-375","title":"Techniques for assessing water resource potentials in the developing countries: with emphasis on streamflow, erosion and sediment transport, water movement in unsaturated soils, ground water, and remote sensing in hydrologic applications","docAbstract":"

Hydrologic instrumentation and methodology for assessing water-resource potentials have originated largely in the developed countries of the temperature zone. The developing countries lie largely in the tropic zone, which contains the full gamut of the earth's climatic environments, including most of those of the temperate zone. For this reason, most hydrologic techniques have world-wide applicability.

\n
\n

Techniques for assessing water-resource potentials for the high priority goals of economic growth are well established in the developing countries--but much more are well established in the developing countries--but much more so in some than in other. Conventional techniques for measurement and evaluation of basic hydrologic parameters are now well-understood in the developing countries and are generally adequate for their current needs and those of the immediate future. Institutional and economic constraints, however, inhibit growth of sustained programs of hydrologic data collection and application of the data to problems in engineering technology.

\n
\n

Computer-based technology, including processing of hydrologic data and mathematical modelling of hydrologic parameters i also well-begun in many developing countries and has much wider potential application. In some developing counties, however, there is a tendency to look on the computer as a panacea for deficiencies in basic hydrologic data collection programs. This fallacy must be discouraged, as the computer is a tool and not a \"magic box.\" There is no real substitute for sound programs of basic data collection.

\n
\n

Nuclear and isotopic techniques are being used increasingly in the developed countries in the measurement and evaluation of virtually all hydrologic parameter in which conventional techniques have been used traditionally. Even in the developed countries, however, many hydrologists are not using nuclear techniques, simply because they lack knowledge of the principles involved and of the potential benefits. Nuclear methodology in hydrologic applications is generally more complex than the conventional and hence requires a high level of technical expertise for effective use. Application of nuclear techniques to hydrologic problems in the developing countries is likely to be marginal for some years to come, owing to the higher costs involved and expertise required. Nuclear techniques, however, would seem to have particular promise in studies of water movement in unsaturated soils and of erosion and sedimentation where conventional techniques are inadequate, inefficient and in some cases costly.

\n
\n

Remote sensing offers great promise for synoptic evaluations of water resources and hydrologic processes, including the transient phenomena of the hydrologic cycle. Remote sensing is not, however, a panacea for deficiencies in hydrologic data programs in the developing countries. Rather it is a means for extending and augmenting on-the-ground observations ans surveys (ground truth) to evaluated water resources and hydrologic processes on a regionall or even continental scale.

\n
\n

With respect to economic growth goals in developing countries, there are few identifiable gaps in existing hydrologic instrumentation and methodology insofar as appraisal, development and management of available water resources are concerned. What is needed is acceleration of institutional development and professional motivation toward more effective use of existing and proven methodology. Moreover, much sophisticated methodology can be applied effectively in the developing countries only when adequate levels of indigenous scientific skills have been reached and supportive institutional frameworks are evolved to viability.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72375","usgsCitation":"Taylor, G.C., 1971, Techniques for assessing water resource potentials in the developing countries: with emphasis on streamflow, erosion and sediment transport, water movement in unsaturated soils, ground water, and remote sensing in hydrologic applications: U.S. Geological Survey Open-File Report 72-375, 70 p., https://doi.org/10.3133/ofr72375.","productDescription":"70 p.","numberOfPages":"72","costCenters":[],"links":[{"id":285999,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0375/report.pdf"},{"id":285998,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0375/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa274","contributors":{"authors":[{"text":"Taylor, George C. Jr.","contributorId":22767,"corporation":false,"usgs":true,"family":"Taylor","given":"George","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":236783,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68622,"text":"ha363 - 1971 - Floods in Hebron Quadrangle, Northeastern Illinois","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha363","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"363","title":"Floods in Hebron Quadrangle, Northeastern Illinois","language":"ENGLISH","doi":"10.3133/ha363","usgsCitation":"Allen, H., and Grant, R.S., 1971, Floods in Hebron Quadrangle, Northeastern Illinois: U.S. Geological Survey Hydrologic Atlas 363, 1 col. map ;58 x 43 cm., on sheet 77 x 122 cm., https://doi.org/10.3133/ha363.","productDescription":"1 col. map ;58 x 43 cm., on sheet 77 x 122 cm.","costCenters":[],"links":[{"id":185646,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90283,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/363/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.5,42.3675 ], [ -88.5,42.5 ], [ -88.36749999999999,42.5 ], [ -88.36749999999999,42.3675 ], [ -88.5,42.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e70dd","contributors":{"authors":[{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":278586,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grant, R. Stephen","contributorId":83125,"corporation":false,"usgs":true,"family":"Grant","given":"R.","email":"","middleInitial":"Stephen","affiliations":[],"preferred":false,"id":278587,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48067,"text":"ofr72307 - 1971 - Annual compilation and analysis of hydrologic data for Calaveras Creek, San Antonio River basin, Texas 1970","interactions":[],"lastModifiedDate":"2016-08-23T14:06:34","indexId":"ofr72307","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"72-307","title":"Annual compilation and analysis of hydrologic data for Calaveras Creek, San Antonio River basin, Texas 1970","docAbstract":"

The U.S. Soil Conservation Service is actively engaged in the installation of flood and soil erosion reducing measures in Texas under the authority of \"The Flood Control Act of 1936 and 1944\" and ''Watershed Protection and Flood Prevention Act\" (Public Law 566), as amended. The Soil Conservation Service has found a total of approximately 3,500 floodwater-retarding structures to be physically and economically feasible in Texas. As of September 30, 1970, 1,439 of these structures had been built.

This watershed-development program will have varying but important effects on the natural surface- and ground-water resources of river basins, especially where a large number of the floodwater-retarding structures are built. Basic hydrologic data under natural and developed conditions are needed to appraise the effects of the structures on the yield and mode of occurrence of runoff.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr72307","collaboration":"Prepared in cooperation with the Texas Water Development Board, the San Antonio River Authority, and the U.S. Soil Conservation Service","usgsCitation":"Reddy, D., 1971, Annual compilation and analysis of hydrologic data for Calaveras Creek, San Antonio River basin, Texas 1970: U.S. Geological Survey Open-File Report 72-307, iv, 63 p., https://doi.org/10.3133/ofr72307.","productDescription":"iv, 63 p.","numberOfPages":"68","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":327701,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr72307.JPG"},{"id":287731,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0307/report.pdf"}],"country":"United States","state":"Texas","otherGeospatial":"Calaveras Creek, San Antonio River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -98.375,29.25 ], [ -98.375,29.5 ], [ -98.0,29.5 ], [ -98.0,29.25 ], [ -98.375,29.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bcf3","contributors":{"authors":[{"text":"Reddy, D.R.","contributorId":14027,"corporation":false,"usgs":true,"family":"Reddy","given":"D.R.","email":"","affiliations":[],"preferred":false,"id":236764,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47995,"text":"ofr71341 - 1971 - Suggested criteria for hydrologic design of storm-drainage facilities in the San Francisco Bay Region, California","interactions":[],"lastModifiedDate":"2014-05-21T10:01:14","indexId":"ofr71341","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-341","title":"Suggested criteria for hydrologic design of storm-drainage facilities in the San Francisco Bay Region, California","docAbstract":"

This report presents basic criteria, in the form of tables and graphs, for each of the four methods of hydrologic design most commonly used in the San Francisco Bay region--flood-frequency analysis, Rational Method, unit-hydrograph method, and runoff simulation by means of hydrologic basin modeling. The term \"hydrologic design\" as used in this report refers to the computation of either design values of peak discharge or design hydrographs of storm runoff. The hydraulics of open-channel and pipeline flow and the actual design of appurtenances for conveying the runoff are not discussed in this paper.

\n
\n

Use of the suggested criteria results in fairly close agreement between peak discharges computed by the flood-frequency and unit-hydrograph methods. Those peak discharges are not directly comparable with discharges computed by the Rational Method, in part because the results obtained by the Rational Method are affected by the values assigned to parameters for overland and channel flow. Those parameters are additional to the ones used in the flood-frequency and unit-hydrograph methods. A demonstration of runoff simulation by use of a hydrologic basin model is beyond the scope of this paper--such demonstrations are found in the appropriate references cited. However, this report does present an original technique for transposing storm rainfall in the region, storm transposition being commonly required to obtain the precipitation input used with hydrologic basin models.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Menlo Park, CA","doi":"10.3133/ofr71341","collaboration":"Prepared in cooperation with the U.S. Department of Housing and Urban Development","usgsCitation":"Rantz, S.E., 1971, Suggested criteria for hydrologic design of storm-drainage facilities in the San Francisco Bay Region, California: U.S. Geological Survey Open-File Report 71-341, v, 69 p., https://doi.org/10.3133/ofr71341.","productDescription":"v, 69 p.","numberOfPages":"76","costCenters":[],"links":[{"id":287439,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287438,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1971/0341/report.pdf"}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.41,32.53 ], [ -124.41,42.01 ], [ -114.13,42.01 ], [ -114.13,32.53 ], [ -124.41,32.53 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699911","contributors":{"authors":[{"text":"Rantz, Saul Edward","contributorId":63876,"corporation":false,"usgs":true,"family":"Rantz","given":"Saul","email":"","middleInitial":"Edward","affiliations":[],"preferred":false,"id":236645,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47947,"text":"ofr71181 - 1971 - Hydrologic records for Volusia County, Florida, 1970-71","interactions":[],"lastModifiedDate":"2012-02-02T00:10:25","indexId":"ofr71181","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-181","title":"Hydrologic records for Volusia County, Florida, 1970-71","language":"ENGLISH","doi":"10.3133/ofr71181","usgsCitation":"Laughlin, C.P., and Hughes, D.M., 1971, Hydrologic records for Volusia County, Florida, 1970-71: U.S. Geological Survey Open-File Report 71-181, 14 p. ill., maps ; 28 cm., https://doi.org/10.3133/ofr71181.","productDescription":"14 p. ill., maps ; 28 cm.","costCenters":[],"links":[{"id":169443,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db60544c","contributors":{"authors":[{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":236566,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hughes, Deanne M.","contributorId":58330,"corporation":false,"usgs":true,"family":"Hughes","given":"Deanne","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":236567,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":47946,"text":"ofr71180 - 1971 - Preliminary evaluation of hydrologic factors related to radioactive waste storage in basaltic rocks at Hanford Reservation, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:10:25","indexId":"ofr71180","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-180","title":"Preliminary evaluation of hydrologic factors related to radioactive waste storage in basaltic rocks at Hanford Reservation, Washington","language":"ENGLISH","doi":"10.3133/ofr71180","usgsCitation":"La Sala, A.M., and Doty, G., 1971, Preliminary evaluation of hydrologic factors related to radioactive waste storage in basaltic rocks at Hanford Reservation, Washington: U.S. Geological Survey Open-File Report 71-180, 80 p. ill., map ; 28 cm., https://doi.org/10.3133/ofr71180.","productDescription":"80 p. ill., map ; 28 cm.","costCenters":[],"links":[{"id":169442,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c3eb","contributors":{"authors":[{"text":"La Sala, A. M. Jr.","contributorId":38199,"corporation":false,"usgs":true,"family":"La Sala","given":"A.","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":236564,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Doty, G.C.","contributorId":83960,"corporation":false,"usgs":true,"family":"Doty","given":"G.C.","email":"","affiliations":[],"preferred":false,"id":236565,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":47945,"text":"ofr71177 - 1971 - Hydrologic data for Horseshoe Lake, Arkansas and vicinity","interactions":[],"lastModifiedDate":"2012-02-02T00:10:25","indexId":"ofr71177","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-177","title":"Hydrologic data for Horseshoe Lake, Arkansas and vicinity","docAbstract":"During the summer and fall, seepage and evaporation losses from Horseshoe Lake, an oxbow or an 'old river' lake adjacent to the Mississippi River, exceed inflow to the lake, and seasonal declines of 2.5-3.0 feet in the lake level are common. In exceptionally dry years, the minimum lake level has been as much as 4 feet below the normal seasonal low. These low levels severely affect the recreational uses of the lake. \r\n\r\nSeepage and evaporation rates at Horseshoe Lake were determined from hydrologic and meteorologic data. Analysis of these data indicates that the direction of seepage is out of the lake except for a period of about 2 months in the spring, when the stage of the Mississippi River is high. \r\n\r\nThe lake can be maintained at a constant level by supplementing the inflow to the lake with surface or ground water. Contributions to the lake from local drainage can be increased, but this water contains undesirable amounts of pesticides, herbicides, and plant nutrients, and the flow is insufficient to eliminate seasonal declines in the lake level. Water from r the Mississippi River can be used to maintain a given lake level, but the bacteriological quality of water from the river makes this an undesirable source of supplemental water. Water from the Quaternary alluvium contains troublesome amounts of iron, but it probably is free of pesticides, herbicides, and coliform bacteria which are commonly found in surface water. \r\n\r\nAn electric-analog model was used to determine the rate at which inflow to the lake must be supplemented to maintain various lake levels. During this investigation, the lake could have been maintained very near the normal spring level by supplementing the inflow at a maximum rate of 10,600 gallons per minute. The analog model was also used to determine the effects of pumping wells on seepage. With the exception of wells near the southeast end of the lake, wells located within one-half mile of the lake would obtain more than 50 percent of their yield from the lake after pumping for 90 days.","language":"ENGLISH","doi":"10.3133/ofr71177","usgsCitation":"Lamonds, A.G., 1971, Hydrologic data for Horseshoe Lake, Arkansas and vicinity: U.S. Geological Survey Open-File Report 71-177, 36 p. ill. ; 28 cm. + 7 maps, https://doi.org/10.3133/ofr71177.","productDescription":"36 p. ill. ; 28 cm. + 7 maps","costCenters":[],"links":[{"id":169441,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1971/0177/report-thumb.jpg"},{"id":84730,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84731,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84732,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84733,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84734,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84735,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84736,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84737,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84738,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84739,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84740,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84741,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84742,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0177/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84743,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1971/0177/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db6831a0","contributors":{"authors":[{"text":"Lamonds, A. G.","contributorId":8450,"corporation":false,"usgs":true,"family":"Lamonds","given":"A.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":236563,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47943,"text":"ofr71168 - 1971 - Geologic and hydrologic data from a test well drilled near Chestertown, Maryland","interactions":[],"lastModifiedDate":"2012-02-02T00:10:25","indexId":"ofr71168","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-168","title":"Geologic and hydrologic data from a test well drilled near Chestertown, Maryland","language":"ENGLISH","doi":"10.3133/ofr71168","usgsCitation":"Kantrowitz, I., and Webb, W., 1971, Geologic and hydrologic data from a test well drilled near Chestertown, Maryland: U.S. Geological Survey Open-File Report 71-168, 21 p. ill., maps ; 29 cm., https://doi.org/10.3133/ofr71168.","productDescription":"21 p. ill., maps ; 29 cm.","costCenters":[],"links":[{"id":169885,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a81e4","contributors":{"authors":[{"text":"Kantrowitz, I.H.","contributorId":15646,"corporation":false,"usgs":true,"family":"Kantrowitz","given":"I.H.","affiliations":[],"preferred":false,"id":236560,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Webb, W.E.","contributorId":85247,"corporation":false,"usgs":true,"family":"Webb","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":236561,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":67974,"text":"ha358 - 1971 - Ground water in the Waianae District, Oahu, Hawaii","interactions":[],"lastModifiedDate":"2012-02-10T00:11:30","indexId":"ha358","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"358","title":"Ground water in the Waianae District, Oahu, Hawaii","language":"ENGLISH","doi":"10.3133/ha358","usgsCitation":"Takasaki, K., 1971, Ground water in the Waianae District, Oahu, Hawaii: U.S. Geological Survey Hydrologic Atlas 358, 1 map on two sheets., https://doi.org/10.3133/ha358.","productDescription":"1 map on two sheets.","costCenters":[],"links":[{"id":186057,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89205,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/358/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89206,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/358/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -158.25,21.25 ], [ -158.25,21.583333333333332 ], [ -158.08333333333334,21.583333333333332 ], [ -158.08333333333334,21.25 ], [ -158.25,21.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d884","contributors":{"authors":[{"text":"Takasaki, K. J.","contributorId":44523,"corporation":false,"usgs":true,"family":"Takasaki","given":"K. J.","affiliations":[],"preferred":false,"id":277433,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":21690,"text":"ofr70345 - 1971 - Compilation of hydrologic data Mountain Creek, Trinity River basin, Texas 1968","interactions":[],"lastModifiedDate":"2017-06-27T15:34:38","indexId":"ofr70345","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"70-345","title":"Compilation of hydrologic data Mountain Creek, Trinity River basin, Texas 1968","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr70345","issn":"0566-8174","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1971, Compilation of hydrologic data Mountain Creek, Trinity River basin, Texas 1968: U.S. Geological Survey Open-File Report 70-345, 9 p., https://doi.org/10.3133/ofr70345.","productDescription":"9 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":152884,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa0ef","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47942,"text":"ofr71167 - 1971 - A summary of geologic and hydrologic data from an exploratory well drilled near Greenwood, Delaware","interactions":[],"lastModifiedDate":"2012-02-02T00:10:25","indexId":"ofr71167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-167","title":"A summary of geologic and hydrologic data from an exploratory well drilled near Greenwood, Delaware","language":"ENGLISH","doi":"10.3133/ofr71167","usgsCitation":"Kantrowitz, I., and Johnston, R., 1971, A summary of geologic and hydrologic data from an exploratory well drilled near Greenwood, Delaware: U.S. Geological Survey Open-File Report 71-167, 19 p. ill., map ; 30 cm., https://doi.org/10.3133/ofr71167.","productDescription":"19 p. ill., map ; 30 cm.","costCenters":[],"links":[{"id":169884,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a607d","contributors":{"authors":[{"text":"Kantrowitz, I.H.","contributorId":15646,"corporation":false,"usgs":true,"family":"Kantrowitz","given":"I.H.","affiliations":[],"preferred":false,"id":236558,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnston, R.H.","contributorId":19536,"corporation":false,"usgs":true,"family":"Johnston","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":236559,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":67971,"text":"ha419 - 1971 - Flood of March 1968 on the Charles River, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha419","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"419","title":"Flood of March 1968 on the Charles River, Massachusetts","language":"ENGLISH","doi":"10.3133/ha419","usgsCitation":"Swallow, L., Petersen, R.G., and Searles, G., 1971, Flood of March 1968 on the Charles River, Massachusetts: U.S. Geological Survey Hydrologic Atlas 419, 1 map on two sheets., https://doi.org/10.3133/ha419.","productDescription":"1 map on two sheets.","costCenters":[],"links":[{"id":185814,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89200,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/419/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89201,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/419/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"2000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.5,42.06666666666667 ], [ -71.5,42.4 ], [ -71,42.4 ], [ -71,42.06666666666667 ], [ -71.5,42.06666666666667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e73b7","contributors":{"authors":[{"text":"Swallow, L.A.","contributorId":105683,"corporation":false,"usgs":true,"family":"Swallow","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":277428,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Petersen, Richard G.","contributorId":44232,"corporation":false,"usgs":true,"family":"Petersen","given":"Richard","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":277426,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Searles, G.H.","contributorId":71633,"corporation":false,"usgs":true,"family":"Searles","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":277427,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":47937,"text":"ofr71148 - 1971 - Annual compilation and analysis of hydrologic data for Deep Creek, Colorado River basin, Texas, 1969","interactions":[],"lastModifiedDate":"2017-06-14T16:25:26","indexId":"ofr71148","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-148","title":"Annual compilation and analysis of hydrologic data for Deep Creek, Colorado River basin, Texas, 1969","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr71148","usgsCitation":"Hejl, H.R., 1971, Annual compilation and analysis of hydrologic data for Deep Creek, Colorado River basin, Texas, 1969: U.S. Geological Survey Open-File Report 71-148, 73 p., https://doi.org/10.3133/ofr71148.","productDescription":"73 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":169437,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bc6a","contributors":{"authors":[{"text":"Hejl, H. R. Jr.","contributorId":69555,"corporation":false,"usgs":true,"family":"Hejl","given":"H.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":236553,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68087,"text":"ha455 - 1971 - Glacier dammed lakes and outburst floods in Alaska","interactions":[],"lastModifiedDate":"2021-11-08T19:49:31.386944","indexId":"ha455","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"455","title":"Glacier dammed lakes and outburst floods in Alaska","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha455","usgsCitation":"Post, A., and Mayo, L., 1971, Glacier dammed lakes and outburst floods in Alaska: U.S. Geological Survey Hydrologic Atlas 455, Report: 10 p.; 3 Plates: 54.50 × 30.00 inches or smaller, https://doi.org/10.3133/ha455.","productDescription":"Report: 10 p.; 3 Plates: 54.50 × 30.00 inches or smaller","costCenters":[],"links":[{"id":91814,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/455/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91816,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/455/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91815,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/455/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":185806,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/455/report-thumb.jpg"},{"id":391474,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15841.htm"},{"id":89347,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/455/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1000000","country":"United States","state":"Alaska","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -154,55.5 ], [ -154,64 ], [ -129.5,64 ], [ -129.5,55.5 ], [ -154,55.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679bca","contributors":{"authors":[{"text":"Post, Austin","contributorId":90709,"corporation":false,"usgs":true,"family":"Post","given":"Austin","affiliations":[],"preferred":false,"id":277620,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mayo, L.R.","contributorId":21541,"corporation":false,"usgs":true,"family":"Mayo","given":"L.R.","email":"","affiliations":[],"preferred":false,"id":277619,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68616,"text":"ha362 - 1971 - Floods in Channahon Quadrangle, Northeastern Illinois","interactions":[],"lastModifiedDate":"2012-02-10T00:11:31","indexId":"ha362","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"362","title":"Floods in Channahon Quadrangle, Northeastern Illinois","language":"ENGLISH","doi":"10.3133/ha362","usgsCitation":"Allen, H., and Noehre, A.W., 1971, Floods in Channahon Quadrangle, Northeastern Illinois: U.S. Geological Survey Hydrologic Atlas 362, 1 col. map ;58 x 44 cm., on sheet 78 x 133 cm., https://doi.org/10.3133/ha362.","productDescription":"1 col. map ;58 x 44 cm., on sheet 78 x 133 cm.","costCenters":[],"links":[{"id":185640,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90277,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/362/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -88.25,41.3675 ], [ -88.25,41.5 ], [ -88.11749999999999,41.5 ], [ -88.11749999999999,41.3675 ], [ -88.25,41.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7162","contributors":{"authors":[{"text":"Allen, Howard E.","contributorId":17274,"corporation":false,"usgs":true,"family":"Allen","given":"Howard E.","affiliations":[],"preferred":false,"id":278576,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Noehre, Allen W.","contributorId":17659,"corporation":false,"usgs":true,"family":"Noehre","given":"Allen","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278577,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":47921,"text":"ofr7148 - 1971 - Water temperatures of California streams, San Francisco Bay subregion","interactions":[],"lastModifiedDate":"2014-05-29T06:49:27","indexId":"ofr7148","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-48","title":"Water temperatures of California streams, San Francisco Bay subregion","docAbstract":"

A summary of water-temperature records is presented for data collected through September 1968 in the San Francisco Bay Subregion of California. This report is one of a series covering the 11 hydrologic subregions of the State and includes data for 87 stream sites.

\n
\n

Water temperatures, in degrees Celsius, are summarized by months, years, and for the period of record. A description is included to identify each station where data were collected. A tolerance interval analysis indicated that 99 percent of the point water-temperature observations, determined either with thermograph probes or hand-held thermometers, should be ±0.6°C of the mean water temperature at the 95-percent confidence level. The probable total error ranges from ±0.8°C for periodic data to ±1.4°C for thermograph data.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Menlo Park, CA","doi":"10.3133/ofr7148","collaboration":"Prepared in cooperation with the California Department of Water Resources","usgsCitation":"Blodgett, J.C., 1971, Water temperatures of California streams, San Francisco Bay subregion: U.S. Geological Survey Open-File Report 71-48, iv, 53 p., https://doi.org/10.3133/ofr7148.","productDescription":"iv, 53 p.","numberOfPages":"58","costCenters":[],"links":[{"id":287728,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287727,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1971/0048/report.pdf"}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.0,37.0 ], [ -124.0,40.0 ], [ -121.0,40.0 ], [ -121.0,37.0 ], [ -124.0,37.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd204","contributors":{"authors":[{"text":"Blodgett, J. C.","contributorId":32154,"corporation":false,"usgs":true,"family":"Blodgett","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":236530,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24647,"text":"ofr72365 - 1971 - Relation of drainage problems to high ground-water levels, Coconut Grove area, Oahu, Hawaii","interactions":[],"lastModifiedDate":"2014-05-21T10:37:14","indexId":"ofr72365","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"72-365","title":"Relation of drainage problems to high ground-water levels, Coconut Grove area, Oahu, Hawaii","docAbstract":"

Purpose and Scope

\n
\n

In 1969, hydrologic data-collection sites were established in and around the Coconut Grove area for the purpose of measuring directly the relationship between rainfall, runoff, ground-water levels, the level of water in Kawainui Swamp and the canals, and tidal fluctuations. The primary objective was to identify the causes of the occurrence and persistence of flooding and to gain data on which to base recommendations for remedial action.

\n
\n

The scope of the study included establishing and operating flow and stage-recording gages on the Swamp, Kawainui Canal, and the inner canal; periodic and repeated measurements of ground-water level in test borings throughout the residential area; collection and analysis of soil and construction borings made for engineering purposes; the assembly and analysis of all available data relating surface and subsurface flow conditions, and the development of conclusions as to the causes and means to alleviate the flooding. This report summarizes the information collected from October 1969 to June 1971, includes analysis of the data, and discusses the probable causes of flooding.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Honolulu, Hawaii","doi":"10.3133/ofr72365","issn":"0094-9140","collaboration":"Prepared in cooperation with the Department of Public Works, City and County of Honolulu, Hawaii","usgsCitation":"Swain, L., and Huxel, C., 1971, Relation of drainage problems to high ground-water levels, Coconut Grove area, Oahu, Hawaii: U.S. Geological Survey Open-File Report 72-365, iii, 20 p., https://doi.org/10.3133/ofr72365.","productDescription":"iii, 20 p.","numberOfPages":"24","costCenters":[],"links":[{"id":287458,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":287457,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0365/report.pdf"}],"country":"United States","state":"Hawai'i","otherGeospatial":"O'ahu","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -157.769571,21.379744 ], [ -157.769571,21.430626 ], [ -157.710658,21.430626 ], [ -157.710658,21.379744 ], [ -157.769571,21.379744 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c2bc","contributors":{"authors":[{"text":"Swain, L.A.","contributorId":11249,"corporation":false,"usgs":true,"family":"Swain","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":192317,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Huxel, C.J. Jr.","contributorId":95514,"corporation":false,"usgs":true,"family":"Huxel","given":"C.J.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":192318,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68045,"text":"ha387 - 1971 - Hydrology of basalt aquifers in the Hermiston-Ordnance area, Umatilla and Morrow Counties, Oregon","interactions":[],"lastModifiedDate":"2023-03-14T20:16:07.4513","indexId":"ha387","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"387","title":"Hydrology of basalt aquifers in the Hermiston-Ordnance area, Umatilla and Morrow Counties, Oregon","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha387","usgsCitation":"Robison, J.H., 1971, Hydrology of basalt aquifers in the Hermiston-Ordnance area, Umatilla and Morrow Counties, Oregon: U.S. Geological Survey Hydrologic Atlas 387, 2 Plates: 36.50 x 34.00 inches and 31.00 x 34.00 inches, https://doi.org/10.3133/ha387.","productDescription":"2 Plates: 36.50 x 34.00 inches and 31.00 x 34.00 inches","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":414127,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15767.htm","linkFileType":{"id":5,"text":"html"}},{"id":185878,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89301,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/387/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89300,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/387/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"125000","country":"United States","state":"Oregon","county":"Morrow County, Umatilla County","otherGeospatial":"Hermiston-Ordnance area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120.05,\n 45.5\n ],\n [\n -120.05,\n 45.983\n ],\n [\n -119,\n 45.983\n ],\n [\n -119,\n 45.5\n ],\n [\n -120.05,\n 45.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e485","contributors":{"authors":[{"text":"Robison, J. H.","contributorId":60183,"corporation":false,"usgs":true,"family":"Robison","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277557,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47912,"text":"ofr718 - 1971 - Hydrologic considerations in draining Lake Apopka; a preliminary analysis, 1970, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:03","indexId":"ofr718","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-8","title":"Hydrologic considerations in draining Lake Apopka; a preliminary analysis, 1970, Florida","language":"ENGLISH","doi":"10.3133/ofr718","usgsCitation":"Anderson, W., 1971, Hydrologic considerations in draining Lake Apopka; a preliminary analysis, 1970, Florida: U.S. Geological Survey Open-File Report 71-8, 29 p. ill., map ; 27 cm., https://doi.org/10.3133/ofr718.","productDescription":"29 p. ill., map ; 27 cm.","costCenters":[],"links":[{"id":162827,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fb1a","contributors":{"authors":[{"text":"Anderson, Warren","contributorId":7712,"corporation":false,"usgs":true,"family":"Anderson","given":"Warren","affiliations":[],"preferred":false,"id":236510,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47908,"text":"ofr712 - 1971 - Annual compilation and analysis of hydrologic data for Calaveras Creek, San Antonio River basin, Texas, 1969","interactions":[],"lastModifiedDate":"2017-06-27T15:09:04","indexId":"ofr712","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-2","title":"Annual compilation and analysis of hydrologic data for Calaveras Creek, San Antonio River basin, Texas, 1969","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr712","usgsCitation":"Alexander, J., 1971, Annual compilation and analysis of hydrologic data for Calaveras Creek, San Antonio River basin, Texas, 1969: U.S. Geological Survey Open-File Report 71-2, 56 p., https://doi.org/10.3133/ofr712.","productDescription":"56 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":162735,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"Calaveras Creek, San Antonio River basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bcdd","contributors":{"authors":[{"text":"Alexander, J.M.","contributorId":22816,"corporation":false,"usgs":true,"family":"Alexander","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":236504,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68043,"text":"ha392 - 1971 - Availability and quality of ground water in the Medford area, Jackson County, Oregon","interactions":[],"lastModifiedDate":"2017-02-03T13:26:48","indexId":"ha392","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1971","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"392","title":"Availability and quality of ground water in the Medford area, Jackson County, Oregon","language":"ENGLISH","doi":"10.3133/ha392","usgsCitation":"Robison, J.H., 1971, Availability and quality of ground water in the Medford area, Jackson County, Oregon: U.S. Geological Survey Hydrologic Atlas 392, 1 map on two sheets., https://doi.org/10.3133/ha392.","productDescription":"1 map on two sheets.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":187738,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89297,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/392/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89296,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/392/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -123,42.20138888888889 ], [ -123,42.5 ], [ -122.75,42.5 ], [ -122.75,42.20138888888889 ], [ -123,42.20138888888889 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa7e4b07f02db6671d6","contributors":{"authors":[{"text":"Robison, J. 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