Ellipse III-9-5 is in a level area between Mare Cognitum and Oceanus Procellarum, approximately 125 km southeast of the crater Lansberg. Mare material within the map area is covered with a greater number of subdued craters than typical smooth mare.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr68197","collaboration":"Prepared in cooperation with the Manned Spacecraft Center, National Aeronautics and Space Administration","usgsCitation":"Saunders, R., and Mutch, T., 1967, Preliminary geologic map of Ellipse III-9-5 and vicinity: U.S. Geological Survey Open-File Report 68-197, 1 Plate: 31.21 x 37.94 inches, https://doi.org/10.3133/ofr68197.","productDescription":"1 Plate: 31.21 x 37.94 inches","costCenters":[],"links":[{"id":400667,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1968/0197/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":171221,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1968/0197/report-thumb.jpg"}],"scale":"25000","projection":"Mercator Projection","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c079","contributors":{"authors":[{"text":"Saunders, R.S.","contributorId":14437,"corporation":false,"usgs":true,"family":"Saunders","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":224689,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mutch, T.A.","contributorId":61884,"corporation":false,"usgs":true,"family":"Mutch","given":"T.A.","email":"","affiliations":[],"preferred":false,"id":224690,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":52649,"text":"ofr67278 - 1967 - Drastic lowering of Kingsbury Pond, Norfolk, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:11:25","indexId":"ofr67278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-278","title":"Drastic lowering of Kingsbury Pond, Norfolk, Massachusetts","language":"ENGLISH","doi":"10.3133/ofr67278","usgsCitation":"Williams, J., 1967, Drastic lowering of Kingsbury Pond, Norfolk, Massachusetts: U.S. Geological Survey Open-File Report 67-278, 33 p., https://doi.org/10.3133/ofr67278.","productDescription":"33 p.","costCenters":[],"links":[{"id":178649,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db635a22","contributors":{"authors":[{"text":"Williams, John R.","contributorId":41832,"corporation":false,"usgs":true,"family":"Williams","given":"John R.","affiliations":[],"preferred":false,"id":245701,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":52628,"text":"ofr67204 - 1967 - The acoustic velocity meter - A report on system development and testing","interactions":[],"lastModifiedDate":"2012-02-02T00:11:36","indexId":"ofr67204","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-204","title":"The acoustic velocity meter - A report on system development and testing","language":"ENGLISH","doi":"10.3133/ofr67204","usgsCitation":"Smith, Winchell, and Wires, H., 1967, The acoustic velocity meter - A report on system development and testing: U.S. Geological Survey Open-File Report 67-204, NA, https://doi.org/10.3133/ofr67204.","productDescription":"NA","costCenters":[],"links":[{"id":177541,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c87e","contributors":{"authors":[{"text":"Smith","contributorId":128107,"corporation":true,"usgs":false,"organization":"Smith","id":532149,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winchell","contributorId":128099,"corporation":true,"usgs":false,"organization":"Winchell","id":532148,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wires, H.O.","contributorId":20819,"corporation":false,"usgs":true,"family":"Wires","given":"H.O.","email":"","affiliations":[],"preferred":false,"id":245670,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":52629,"text":"ofr67205 - 1967 - Bedrock contour maps of the Lower Great Miami River valley, Ohio","interactions":[{"subject":{"id":52629,"text":"ofr67205 - 1967 - Bedrock contour maps of the Lower Great Miami River valley, Ohio","indexId":"ofr67205","publicationYear":"1967","noYear":false,"title":"Bedrock contour maps of the Lower Great Miami River valley, Ohio"},"predicate":"SUPERSEDED_BY","object":{"id":38757,"text":"pp605A - 1968 - Ground-water hydrology and geology of the lower Great Miami River valley, Ohio","indexId":"pp605A","publicationYear":"1968","noYear":false,"chapter":"A","title":"Ground-water hydrology and geology of the lower Great Miami River valley, Ohio"},"id":1}],"supersededBy":{"id":38757,"text":"pp605A - 1968 - Ground-water hydrology and geology of the lower Great Miami River valley, Ohio","indexId":"pp605A","publicationYear":"1968","noYear":false,"title":"Ground-water hydrology and geology of the lower Great Miami River valley, Ohio"},"lastModifiedDate":"2012-02-02T00:11:36","indexId":"ofr67205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-205","title":"Bedrock contour maps of the Lower Great Miami River valley, Ohio","language":"ENGLISH","doi":"10.3133/ofr67205","usgsCitation":"Spieker, A.M., and Watkins, J.S., 1967, Bedrock contour maps of the Lower Great Miami River valley, Ohio: U.S. Geological Survey Open-File Report 67-205, 3 p., https://doi.org/10.3133/ofr67205.","productDescription":"3 p.","costCenters":[],"links":[{"id":177542,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6be4b07f02db63da4c","contributors":{"authors":[{"text":"Spieker, A. M.","contributorId":22824,"corporation":false,"usgs":true,"family":"Spieker","given":"A.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":245674,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Watkins, J. S.","contributorId":18821,"corporation":false,"usgs":true,"family":"Watkins","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":245673,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":52631,"text":"ofr67208 - 1967 - Progress report: Ground-water appraisal of Cuyama Valley, California","interactions":[],"lastModifiedDate":"2025-07-01T14:32:45.17882","indexId":"ofr67208","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-208","title":"Progress report: Ground-water appraisal of Cuyama Valley, California","docAbstract":"Ground-water withdrawals in Cuyama Valley (fig. 1) have increased about 500 percent since the early forties, and since about 1947 annual withdrawal has exceeded the estimated perennial yield of the basin. This has caused a general decline of water levels in the valley, and a well-defined cone of depression about 2 by 6 miles in area, reflecting a maximum water-level decline of about 140 feet, has developed near Cuyama. Continued overdraft will increase pumping lifts until pumping costs are no longer economical.
The U.S. Geological Survey, in cooperation with the Santa Barbara County Water Agency, has been engaged in a water-resources investigation of the area during the past year. Preliminary findings are summarized in this progress report, which has been prepared at the request of the Santa Barbara County Water Agency.
Ground water in Cuyama Valley is replenished mostly by rain on a watershed of about 700 square miles (fig. 2). Most of that area, at altitudes from 2,000 to 5,000 feet above sea level, receives less than 14 inches of precipitation a year. Somewhat greater precipitation, about 24 to 30 inches, occurs in the headwater region of the Cuyama River and on the crest of the Sierra Madre Mountains, where altitudes exceed 7,000 feet. However, only a small part of the drainage from these highland areas reaches the Cuyama ground-water basin. In the valley itself the average annual rainfall is less than 10 inches. The average annual rainfall for the 21-year period (1945-65) at Cuyama is 5.79 inches (fig. 3). Most of the rain falls in winter and spring.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr67208","collaboration":"Prepared in cooperation with the Santa Barbara County Water Agency","usgsCitation":"Swarzenski, W., 1967, Progress report: Ground-water appraisal of Cuyama Valley, California: U.S. Geological Survey Open-File Report 67-208, Report: 10 p.; 1 Plate: 19.59 x 15.22 inches, https://doi.org/10.3133/ofr67208.","productDescription":"Report: 10 p.; 1 Plate: 19.59 x 15.22 inches","costCenters":[],"links":[{"id":491598,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1967/0208/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":86992,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1967/0208/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":178450,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1967/0208/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Cuyama 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1967 - Investigation of in situ physical properties of surface and subsurface site materials by engineering geophysical techniques-Quarterly Report, October 1, 1965-December 31, 1965","interactions":[],"lastModifiedDate":"2018-10-25T18:51:10","indexId":"ofr67273","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-273","title":"Investigation of in situ physical properties of surface and subsurface site materials by engineering geophysical techniques-Quarterly Report, October 1, 1965-December 31, 1965","language":"ENGLISH","doi":"10.3133/ofr67273","usgsCitation":"1967, Investigation of in situ physical properties of surface and subsurface site materials by engineering geophysical techniques-Quarterly Report, October 1, 1965-December 31, 1965: U.S. Geological Survey Open-File Report 67-273, 97 p., 2 plates, https://doi.org/10.3133/ofr67273.","productDescription":"97 p., 2 plates","costCenters":[],"links":[{"id":178546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e486ee4b07f02db50c06f","contributors":{"editors":[{"text":"Watkins, J.S.","contributorId":38221,"corporation":false,"usgs":true,"family":"Watkins","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":749916,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}} ,{"id":52645,"text":"ofr67274 - 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1967 - Electric analog model study of the hydrology of the Saginaw Formation in the Lansing, Michigan, area","interactions":[],"lastModifiedDate":"2012-02-02T00:11:25","indexId":"ofr67276","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-276","title":"Electric analog model study of the hydrology of the Saginaw Formation in the Lansing, Michigan, area","language":"ENGLISH","doi":"10.3133/ofr67276","usgsCitation":"Wheeler, M., 1967, Electric analog model study of the hydrology of the Saginaw Formation in the Lansing, Michigan, area: U.S. Geological Survey Open-File Report 67-276, 70 p., https://doi.org/10.3133/ofr67276.","productDescription":"70 p.","costCenters":[],"links":[{"id":178647,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60edd5","contributors":{"authors":[{"text":"Wheeler, Merlin","contributorId":94736,"corporation":false,"usgs":true,"family":"Wheeler","given":"Merlin","email":"","affiliations":[],"preferred":false,"id":245699,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":52648,"text":"ofr67277 - 1967 - Floodflow characteristics at Highway I-20 and State Road 43, Crave Creek near Columbia, South Carolina","interactions":[],"lastModifiedDate":"2016-12-14T08:50:45","indexId":"ofr67277","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1967","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":"67-277","title":"Floodflow characteristics at Highway I-20 and State Road 43, Crave Creek near Columbia, South Carolina","language":"ENGLISH","doi":"10.3133/ofr67277","usgsCitation":"Whetstone, B., 1967, Floodflow characteristics at Highway I-20 and State Road 43, Crave Creek near Columbia, South Carolina: U.S. Geological Survey Open-File Report 67-277, 6 p., https://doi.org/10.3133/ofr67277.","productDescription":"6 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":178648,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"South Carolina","city":"Columbia","otherGeospatial":"Crave Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.078857421875,\n 33.151349385342506\n ],\n [\n -82.078857421875,\n 34.8047829195724\n ],\n [\n -79.881591796875,\n 34.8047829195724\n ],\n [\n -79.881591796875,\n 33.151349385342506\n ],\n [\n -82.078857421875,\n 33.151349385342506\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e731d","contributors":{"authors":[{"text":"Whetstone, B.H.","contributorId":104496,"corporation":false,"usgs":true,"family":"Whetstone","given":"B.H.","email":"","affiliations":[],"preferred":false,"id":245700,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":52627,"text":"ofr67202 - 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The Kansas Water Resources Board has been advised of a recent serious degradation of the low-water channel of the lower Kansas River below Bonner Springs and has requested information on the following: (1) magnitude of change in regimen of the stream, (2) causes for the change including sand removal, change in sediment load, or change in the regimen of the Missouri River downstream, and (3) future change.
The requested information, presented herein, is based on the streamflow, stage, and sediment data collected by the U.S. Geological Survey; stage, sediment, and profile data collected by the U.S. Corps of Engineers; and sand removal data provided by the State of Kansas. -Photographs of the reach are shown in plates 1 and 2, and locations of the various features are shown in figure 1.
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