{"pageNumber":"5752","pageRowStart":"143775","pageSize":"25","recordCount":165656,"records":[{"id":56054,"text":"ofr70297 - 1970 - Estimated mean-annual runoff at Post Headquarters area, White Sands Missile Range, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:11:50","indexId":"ofr70297","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-297","title":"Estimated mean-annual runoff at Post Headquarters area, White Sands Missile Range, New Mexico","language":"ENGLISH","doi":"10.3133/ofr70297","usgsCitation":"Scott, A.G., 1970, Estimated mean-annual runoff at Post Headquarters area, White Sands Missile Range, New Mexico: U.S. Geological Survey Open-File Report 70-297, 13 p., 3 figs., https://doi.org/10.3133/ofr70297.","productDescription":"13 p., 3 figs.","costCenters":[],"links":[{"id":100445,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0297/report.pdf","size":"407","linkFileType":{"id":1,"text":"pdf"}},{"id":174179,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1970/0297/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fce7d","contributors":{"authors":[{"text":"Scott, A. G.","contributorId":36552,"corporation":false,"usgs":true,"family":"Scott","given":"A.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":254699,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5683,"text":"pp638 - 1970 - Geology and magnetite deposits of the Franklin quadrangle and part of the Hamburg quadrangle, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:05:54","indexId":"pp638","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"638","title":"Geology and magnetite deposits of the Franklin quadrangle and part of the Hamburg quadrangle, New Jersey","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp638","usgsCitation":"Baker, D., and Buddington, A.F., 1970, Geology and magnetite deposits of the Franklin quadrangle and part of the Hamburg quadrangle, New Jersey: U.S. Geological Survey Professional Paper 638, 73 p., https://doi.org/10.3133/pp638.","productDescription":"73 p.","costCenters":[],"links":[{"id":104705,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4965.htm","linkFileType":{"id":5,"text":"html"},"description":"4965"},{"id":121603,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0638/report-thumb.jpg"},{"id":32217,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0638/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32218,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0638/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":32219,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0638/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db685218","contributors":{"authors":[{"text":"Baker, Donald R.","contributorId":77141,"corporation":false,"usgs":true,"family":"Baker","given":"Donald R.","affiliations":[],"preferred":false,"id":151423,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buddington, A. F.","contributorId":40211,"corporation":false,"usgs":true,"family":"Buddington","given":"A.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":151422,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56055,"text":"ofr70303 - 1970 - A proposed streamflow-data program for Illinois","interactions":[],"lastModifiedDate":"2012-02-02T00:11:50","indexId":"ofr70303","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-303","title":"A proposed streamflow-data program for Illinois","language":"ENGLISH","doi":"10.3133/ofr70303","usgsCitation":"Sieber, C., 1970, A proposed streamflow-data program for Illinois: U.S. Geological Survey Open-File Report 70-303, 79 p., 8 figs., https://doi.org/10.3133/ofr70303.","productDescription":"79 p., 8 figs.","costCenters":[],"links":[{"id":174180,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a69","contributors":{"authors":[{"text":"Sieber, C.R.","contributorId":95953,"corporation":false,"usgs":true,"family":"Sieber","given":"C.R.","email":"","affiliations":[],"preferred":false,"id":254700,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56056,"text":"ofr70305 - 1970 - A proposed streamflow-data program for Missouri","interactions":[],"lastModifiedDate":"2012-02-02T00:11:50","indexId":"ofr70305","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-305","title":"A proposed streamflow-data program for Missouri","language":"ENGLISH","doi":"10.3133/ofr70305","usgsCitation":"Skelton, J., and Homyk, A., 1970, A proposed streamflow-data program for Missouri: U.S. Geological Survey Open-File Report 70-305, 100 p., 6 figs., https://doi.org/10.3133/ofr70305.","productDescription":"100 p., 6 figs.","costCenters":[],"links":[{"id":174256,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a11","contributors":{"authors":[{"text":"Skelton, John","contributorId":70392,"corporation":false,"usgs":true,"family":"Skelton","given":"John","email":"","affiliations":[],"preferred":false,"id":254701,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Homyk, Anthony","contributorId":83592,"corporation":false,"usgs":true,"family":"Homyk","given":"Anthony","email":"","affiliations":[],"preferred":false,"id":254702,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56006,"text":"ofr70152 - 1970 - Water-surface elevations and channel characteristics for selected reaches of the Rogue River and Elk Creek, Jackson and Josephine Counties, Oregon","interactions":[],"lastModifiedDate":"2016-06-21T14:02:55","indexId":"ofr70152","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-152","title":"Water-surface elevations and channel characteristics for selected reaches of the Rogue River and Elk Creek, Jackson and Josephine Counties, Oregon","docAbstract":"<p>The central Rogue River valley, because of its mild climate, fertile soil, scenic attractions, and sport-fishery resource, has great potential for future population growth and industrial development. As the population grows and the area develops, zoning becomes necessary to assure the most beneficial use of the land, especially of the flood plains. To establish land-use zones on the flood plains, the area subject to inundation and elevation of floods must be considered. Areas flooded during the December 1964 flood and the approximate limits of the 1861 flood in Jackson and Josephine Counties are shown in two interim reports (Corps of Engineers, 1965); however, there are no published flood-elevation profiles to use as a basis for establishing meaningful land-use-zone boundaries or for delineating inundated areas of other floods.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr70152","collaboration":"Prepared in cooperation with Jackson County and the Oregon State Water Resources Board","usgsCitation":"Harris, D., 1970, Water-surface elevations and channel characteristics for selected reaches of the Rogue River and Elk Creek, Jackson and Josephine Counties, Oregon: U.S. Geological Survey Open-File Report 70-152, ii, 61 p., https://doi.org/10.3133/ofr70152.","productDescription":"ii, 61 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":181685,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr70152.jpg"},{"id":324136,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0152/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","county":"Jackson County, Josephine County","otherGeospatial":"Elk Creek, Rogue River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -123.36204528808595,\n              42.434099830764275\n            ],\n            [\n              -123.35517883300781,\n              42.415853045217105\n            ],\n            [\n              -123.14506530761719,\n              42.40013627993724\n            ],\n            [\n              -123.02902221679686,\n              42.42649764886491\n            ],\n            [\n              -122.87521362304686,\n              42.434099830764275\n            ],\n            [\n              -122.79350280761719,\n              42.6021253668952\n            ],\n            [\n              -122.78732299804688,\n              42.64204079304428\n            ],\n            [\n              -122.68707275390624,\n              42.65012181368025\n            ],\n            [\n              -122.74543762207031,\n              42.69252994883861\n            ],\n            [\n              -122.8216552734375,\n              42.651131867449024\n            ],\n            [\n              -122.89787292480469,\n              42.45183466943919\n            ],\n            [\n              -123.01254272460938,\n              42.46905799126156\n            ],\n            [\n              -123.17459106445311,\n              42.44271452226932\n            ],\n            [\n              -123.36204528808595,\n              42.434099830764275\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4d7a","contributors":{"authors":[{"text":"Harris, D.D.","contributorId":59002,"corporation":false,"usgs":true,"family":"Harris","given":"D.D.","email":"","affiliations":[],"preferred":false,"id":254632,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56004,"text":"ofr70150 - 1970 - Tectonic map of Indonesia: A progress report","interactions":[{"subject":{"id":56004,"text":"ofr70150 - 1970 - Tectonic map of Indonesia: A progress report","indexId":"ofr70150","publicationYear":"1970","noYear":false,"title":"Tectonic map of Indonesia: A progress report"},"predicate":"SUPERSEDED_BY","object":{"id":66109,"text":"i875D - 1978 - Tectonic map of the Indonesian region","indexId":"i875D","publicationYear":"1978","noYear":false,"chapter":"D","title":"Tectonic map of the Indonesian region"},"id":1}],"supersededBy":{"id":66109,"text":"i875D - 1978 - Tectonic map of the Indonesian region","indexId":"i875D","publicationYear":"1978","noYear":false,"title":"Tectonic map of the Indonesian region"},"lastModifiedDate":"2016-12-08T10:53:57","indexId":"ofr70150","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-150","title":"Tectonic map of Indonesia: A progress report","docAbstract":"<p>Orogeny, volcanism, and seismicity are now intensely active in Indonesia. Many Dutch tectonists--Brouwer, Umbgrove, van Bemifielen, Smit4Sibinga, Vening Meinesz, Westerveld, and others--recognized that this complex cluster of islands represents an early stage in the evolution of orogenic belts. Not until Indonesia is understood can we comprehend the Alps. </p><p>This report summarizes some aspects of work to date on the Tectonic Map of Indonesia. The preparation of this map is a joint project of the Geological Survey of Indonesia and the United States Geological Survey, sponsored by the Government of Indonesia and the United States Agency for International Development. </p><p>The Tectonic Map of Indonesia will be published at a scale of 1:5,000,000. Adjacent regions in other countries will be included to provide a broader context. The map limits presently envisaged are the parallels of 12° N. and 15° S., and the meridians of 91° and 148° E. Tectonic features will be shown in many colors and patterns. Bathymetry is being newly compiled, and will be shown with contours and shades of blue. Figure 1 shows the islands of Indonesia. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr70150","collaboration":"The preparation of this map is a joint project of the Geological Survey of Indonesia and the United States Geological Survey, sponsored by the Government of Indonesia and the United States Agency for International Development.","usgsCitation":"Hamilton, W.B., 1970, Tectonic map of Indonesia: A progress report: U.S. Geological Survey Open-File Report 70-150, i, 29 p., https://doi.org/10.3133/ofr70150.","productDescription":"i, 29 p.","numberOfPages":"30","costCenters":[],"links":[{"id":181683,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr70150.jpg"},{"id":331304,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0150/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Indonesia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              96.5478515625,\n              -12.683214911818654\n            ],\n            [\n              96.5478515625,\n              7.013667927566642\n            ],\n            [\n              141.3720703125,\n              7.013667927566642\n            ],\n            [\n              141.3720703125,\n              -12.683214911818654\n            ],\n            [\n              96.5478515625,\n              -12.683214911818654\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db685937","contributors":{"authors":[{"text":"Hamilton, Warren Bell","contributorId":52563,"corporation":false,"usgs":true,"family":"Hamilton","given":"Warren","email":"","middleInitial":"Bell","affiliations":[],"preferred":false,"id":254630,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56000,"text":"ofr70136 - 1970 - Summary of ground-water hydrological data in Michigan in 1969","interactions":[],"lastModifiedDate":"2017-07-12T10:30:30","indexId":"ofr70136","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-136","title":"Summary of ground-water hydrological data in Michigan in 1969","docAbstract":"<p>The purpose of this report is to make available the records of ground-water levels in the principal aquifers of the State through 1969 and to compile other related data, such as records of groundwater pumpage, data on municipal, public and industrial water-supply facilities, and the effects of precipitation on ground-water levels. Records of water levels in areas of heavy pumpage, and in areas where changes are principally from natural influences, are illustrated or tabulated to allow comparison between these types of water-level fluctuations. The water levels and related data provide a day-to-day record for the evaluation of available ground-water supplies. The long-term records serve as a framework to which short-term records may be related.</p><p>This report is written for those persons, municipalities, industries, institutions, consultants, drillers, and hydrologists interested in the ground-water resources of the State.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr70136","usgsCitation":"Giroux, P., and Huffman, G., 1970, Summary of ground-water hydrological data in Michigan in 1969: U.S. Geological Survey Open-File Report 70-136, vii, 101 p., https://doi.org/10.3133/ofr70136.","productDescription":"vii, 101 p.","numberOfPages":"113","costCenters":[{"id":382,"text":"Michigan Water Science 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6991c3","contributors":{"authors":[{"text":"Giroux, P.R.","contributorId":59055,"corporation":false,"usgs":true,"family":"Giroux","given":"P.R.","email":"","affiliations":[],"preferred":false,"id":254623,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Huffman, G.C.","contributorId":44150,"corporation":false,"usgs":true,"family":"Huffman","given":"G.C.","email":"","affiliations":[],"preferred":false,"id":254622,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":5682,"text":"pp534 - 1970 - Mississippian rugose corals, Peratrovich Formation, west coast, Prince of Wales Island, southeastern Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:05:54","indexId":"pp534","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"534","title":"Mississippian rugose corals, Peratrovich Formation, west coast, Prince of Wales Island, southeastern Alaska","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp534","usgsCitation":"Armstrong, A.K., 1970, Mississippian rugose corals, Peratrovich Formation, west coast, Prince of Wales Island, southeastern Alaska: U.S. Geological Survey Professional Paper 534, 44 p., https://doi.org/10.3133/pp534.","productDescription":"44 p.","costCenters":[],"links":[{"id":123002,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0534/report-thumb.jpg"},{"id":32216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0534/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699b5a","contributors":{"authors":[{"text":"Armstrong, Augustus K.","contributorId":68282,"corporation":false,"usgs":true,"family":"Armstrong","given":"Augustus","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":151421,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":62312,"text":"gq854 - 1970 - Geologic map of the Sherburne quadrangle, northeastern Kentucky","interactions":[],"lastModifiedDate":"2012-02-10T00:11:02","indexId":"gq854","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":316,"text":"Geologic Quadrangle","code":"GQ","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"854","title":"Geologic map of the Sherburne quadrangle, northeastern Kentucky","language":"ENGLISH","doi":"10.3133/gq854","usgsCitation":"Outerbridge, W., 1970, Geologic map of the Sherburne quadrangle, northeastern Kentucky: U.S. Geological Survey Geologic Quadrangle 854, 1 map., https://doi.org/10.3133/gq854.","productDescription":"1 map.","costCenters":[],"links":[{"id":103570,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_2156.htm","linkFileType":{"id":5,"text":"html"},"description":"2156"},{"id":248495,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/gq/0854/report.pdf","size":"36","linkFileType":{"id":1,"text":"pdf"}},{"id":253556,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/gq/0854/report-thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -83.86749999999999,38.25 ], [ -83.86749999999999,38.3675 ], [ -83.75,38.3675 ], [ -83.75,38.25 ], [ -83.86749999999999,38.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae6e4b07f02db68bab3","contributors":{"authors":[{"text":"Outerbridge, William F.","contributorId":40181,"corporation":false,"usgs":true,"family":"Outerbridge","given":"William F.","affiliations":[],"preferred":false,"id":267212,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":66017,"text":"i618 - 1970 - (ORB II-6 (100)) Geologic map of the Sabine D region of the moon, Lunar Orbiter site II P-6, southwestern Mare Tranquillitatis including Apollo landing site 2","interactions":[],"lastModifiedDate":"2023-04-26T13:52:52.793682","indexId":"i618","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"618","subseriesTitle":"MOON","title":"(ORB II-6 (100)) Geologic map of the Sabine D region of the moon, Lunar Orbiter site II P-6, southwestern Mare Tranquillitatis including Apollo landing site 2","docAbstract":"<p><span class=\"TextRun SCXW19337811 BCX8\" lang=\"EN-US\" xml:lang=\"EN-US\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW19337811 BCX8\">This map sho</span><span class=\"NormalTextRun SCXW19337811 BCX8\">w</span><span class=\"NormalTextRun SCXW19337811 BCX8\">s the geology in and around </span><span class=\"SpellingError SCXW19337811 BCX8\">Tranquillity</span><span class=\"NormalTextRun SCXW19337811 BCX8\"> Base</span><span class=\"NormalTextRun SCXW19337811 BCX8\"> where Apollo 11 landed, near the western end</span><span class=\"NormalTextRun SCXW19337811 BCX8\"> of early Apollo </span><span class=\"NormalTextRun SCXW19337811 BCX8\">landing</span><span class=\"NormalTextRun SCXW19337811 BCX8\"> site 2 </span><span class=\"NormalTextRun SCXW19337811 BCX8\">(</span><span class=\"NormalTextRun SCXW19337811 BCX8\">see index map</span><span class=\"NormalTextRun SCXW19337811 BCX8\">)</span><span class=\"NormalTextRun SCXW19337811 BCX8\">, in the equatorial bel</span><span class=\"NormalTextRun SCXW19337811 BCX8\">t </span><span class=\"NormalTextRun SCXW19337811 BCX8\">of the Moon. The Sabine D region is in the southwestern part of the Mare </span><span class=\"NormalTextRun SCXW19337811 BCX8\">T</span><span class=\"NormalTextRun SCXW19337811 BCX8\">ranquillitatis</span><span class=\"NormalTextRun SCXW19337811 BCX8\">. Most of the region lies within the Ju</span><span class=\"NormalTextRun SCXW19337811 BCX8\">lius Caesar </span><span class=\"NormalTextRun SCXW19337811 BCX8\">Quadrang</span><span class=\"NormalTextRun SCXW19337811 BCX8\">l</span><span class=\"NormalTextRun SCXW19337811 BCX8\">e (LAC 60) mapped at 1:1,000,000 by Mo</span><span class=\"NormalTextRun SCXW19337811 BCX8\">r</span><span class=\"NormalTextRun SCXW19337811 BCX8\">ris and </span><span class=\"NormalTextRun SCXW19337811 BCX8\">Wilhelms</span><span class=\"NormalTextRun SCXW19337811 BCX8\"> (1967)</span><span class=\"NormalTextRun SCXW19337811 BCX8\">.</span></span><span class=\"EOP SCXW19337811 BCX8\" data-ccp-props=\"{&quot;201341983&quot;:0,&quot;335559739&quot;:160,&quot;335559740&quot;:259}\">&nbsp;</span></p>","language":"English","doi":"10.3133/i618","usgsCitation":"Grolier, M., 1970, (ORB II-6 (100)) Geologic map of the Sabine D region of the moon, Lunar Orbiter site II P-6, southwestern Mare Tranquillitatis including Apollo landing site 2: U.S. Geological Survey IMAP 618, 1 map, https://doi.org/10.3133/i618.","productDescription":"1 map","costCenters":[],"links":[{"id":187203,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":260848,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0618/plate-1.pdf"}],"otherGeospatial":"Mare Tranquillitatis, Moon, Tranquility Base","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4906e4b0b290850eed19","contributors":{"authors":[{"text":"Grolier, M. J.","contributorId":46946,"corporation":false,"usgs":true,"family":"Grolier","given":"M. J.","affiliations":[],"preferred":false,"id":273858,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":6002,"text":"pp658B - 1970 - Cretaceous paleogeography of southeastern Arizona and adjacent areas","interactions":[],"lastModifiedDate":"2012-02-02T00:05:54","indexId":"pp658B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"658","chapter":"B","title":"Cretaceous paleogeography of southeastern Arizona and adjacent areas","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/pp658B","usgsCitation":"Hayes, P.T., 1970, Cretaceous paleogeography of southeastern Arizona and adjacent areas: U.S. Geological Survey Professional Paper 658, p. B1-B42, https://doi.org/10.3133/pp658B.","productDescription":"p. B1-B42","costCenters":[],"links":[{"id":118171,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0658b/report-thumb.jpg"},{"id":32945,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0658b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db6834fd","contributors":{"authors":[{"text":"Hayes, Philip Thayer","contributorId":8071,"corporation":false,"usgs":true,"family":"Hayes","given":"Philip","email":"","middleInitial":"Thayer","affiliations":[],"preferred":false,"id":151950,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1912,"text":"wsp1608K - 1970 - Water resources and related geology of Dera Ismail Khan district, West Pakistan, with reference to the availability of ground water for development","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1608K","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"1608","chapter":"K","title":"Water resources and related geology of Dera Ismail Khan district, West Pakistan, with reference to the availability of ground water for development","docAbstract":"Dera Ismail (D.I.) Khan District contains an area of 3,450 square miles between the right bank of the Indus River and the Sulaiman Range in westcentral West Pakistan. Agriculture is the principal source of income in the District, but only a small part of the arable land is fully utilized. The region is semiarid and has an average annual rainfall of about 9 inches and a potential evapotranspirational rate of eight to nine times the annual rainfall. Thus, rainfall alone is not adequate for high-intensity cropping. \r\n\r\nIrrigation is practiced near the Indus River; the Paharpur Canal is used, as well as the traditional inundation method. Elsewhere in the District, adequate water is supplied to local areas by karezes, perennial streams from the mountains, and some recently installed tubewells (see 'Glossary'). Further development of ground-water supplies would permit a more effective utilization of most of the presently tilled land and would allow additional land to be farmed. \r\n\r\nD.I. Khan District is primarily an alluvial plain that slopes from the mountain ranges in the northern and western parts of the District toward the Indus River. Rocks in the bordering mountains are of Paleozoic to early or middle Pleistocene age. The unconsolidated rocks of the plain, of middle (?) Pleistocene to Holocene (Recent) age, consist of piedmont deposits derived from the hills to the north and west and of alluvium laid down by the Indus River. These deposits interfinger in a transitional zone about 8 to 12 miles west of the river. Lithologic and structural features indicate that the unconsolidated rocks possibly may be divided into broad units. \r\n\r\nThe investigations in D.I. Khan District have revealed two main areas of potential ground-water development based on considerations of both permeability and chemical quality of the ground water: \r\n\r\n1. A belt about 10 miles wide parallels the Indus River from the Khisor Range southward to the area immediately south of D.I. Khan town. In this belt, the material penetrated by test holes and tubewells consists predominantly of sand, which in tubewells can yield from 2 to 3 cfs (cubic feet per second) of water with only moderate drawdown. Also in this belt, ground water of good chemical quality extends to depths of 1,000 feet or more. \r\n\r\n2. The area from the mouth of the Gumal River gorge to the vicinity of Kot Azam contains sand and gravel strata that may yield from 1 to 3 cfs of water, which contains 500 to 1,500 ppm (parts per million) of total dissolved solids. \r\n\r\nOther marginal parts of the District also contain water of good chemical quality, but developmental prospects are somewhat poorer because of greater depths to water, lower permeabilities, or greater depths to aquifers, all of which would require greater costs in the tubewell installations. The stratification or zoning of water of different chemical qualities to some extent governs the local availability of useful water. Generally, the \r\nground water of poorest quality is found in the shallow zone, and quality improves with depth. The central part of the District, in a belt reaching from the vicinity of Tank southward to the Indus River near Dera Ghfizi Khan District, contains highly mineralized water and few aquifers. The mineralization of water in this belt is due primarily to large concentrations of sodium and sulfate and thus differs from the main part of the Punjab \r\nregion where highly mineralized waters are generally chloride waters. Radical changes in water quality, both horizontally and vertically, are common in the District. Changes in chemical quality of water from large-capacity wells near areas of highly mineralized water are taking place, and further changes may be expected as withdrawals continue and increase in magnitude. Under present conditions, surface-water supplies are fully utilized, and ground water is the largest supply available for development-other than \r\nthat from the Indus River.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1608K","usgsCitation":"Hood, J.W., Khan, L.A., and Jawaid, K., 1970, Water resources and related geology of Dera Ismail Khan district, West Pakistan, with reference to the availability of ground water for development: U.S. Geological Survey Water Supply Paper 1608, viii, 74 p. :ill., maps (2 folded col.) ;24 cm., https://doi.org/10.3133/wsp1608K.","productDescription":"viii, 74 p. :ill., maps (2 folded col.) ;24 cm.","costCenters":[],"links":[{"id":138173,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608k/report-thumb.jpg"},{"id":27230,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608k/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f8887","contributors":{"authors":[{"text":"Hood, J. W.","contributorId":87908,"corporation":false,"usgs":true,"family":"Hood","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":144354,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Khan, Lutfe Ali","contributorId":102459,"corporation":false,"usgs":true,"family":"Khan","given":"Lutfe","email":"","middleInitial":"Ali","affiliations":[],"preferred":false,"id":144355,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jawaid, Khalid","contributorId":20309,"corporation":false,"usgs":true,"family":"Jawaid","given":"Khalid","email":"","affiliations":[],"preferred":false,"id":144353,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2124,"text":"wsp1983 - 1970 - An appraisal of ground water for irrigation in the Wadena area, central Minnesota","interactions":[{"subject":{"id":55910,"text":"ofr69150 - 1969 - An appraisal of ground water for irrigation in the Wadena area, central Minnesota","indexId":"ofr69150","publicationYear":"1969","noYear":false,"title":"An appraisal of ground water for irrigation in the Wadena area, central Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":2124,"text":"wsp1983 - 1970 - An appraisal of ground water for irrigation in the Wadena area, central Minnesota","indexId":"wsp1983","publicationYear":"1970","noYear":false,"title":"An appraisal of ground water for irrigation in the Wadena area, central Minnesota"},"id":1}],"lastModifiedDate":"2018-03-12T13:14:40","indexId":"wsp1983","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"1983","title":"An appraisal of ground water for irrigation in the Wadena area, central Minnesota","docAbstract":"<p>The Wadena area is part of a large sandy plain in central Minnesota whose soils have low water-holding capacity. Drought conditions which adversely affect plant growth frequently occur in the summer when moisture is most needed. To reduce the risk of crop failure in the area supplemental irrigation is on the increase.</p>\n<p>This study was made to evaluate the ground-water resources of the area and to determine possible effects of development on them. About half the area's approximately 102,000 acres is considered irrigable at the present time. In 1967, about 1,100 acres were under irrigation.</p>\n<p>Outwash sand and gravel, which forms the water-table aquifer, is the main source of water presently known. Saturated thickness ranges from 0 to 70 feet and averages about 36 feet. Sandy till underlies the outwash. Within the till are sand and gravel lenses whose distribution and water-yielding characteristics were not determined.</p>\n<p>Average annual precipitation at the U.S. Weather Bureau station in Wadena from 1934 to 1967 was 26.4 inches, of which about 22.5 inches was lost by evapotranspiration, and the balance of 3.9 inches was surface runoff. Even in wet years, evapotranspiration during the .summer months exceeds precipitation, and a moisture deficiency for optimum plant growth occurs.</p>\n<p>In 1967, about 8 inches of the total precipitation of 19.3 inches reached the water table. Recharge to the water table in 1967 was about 70,000 acre-feet.</p>\n<p>Result of field aquifer (pumping) tests were used to estimate transmissivity values at test-hole sites. Information gained by auger test drilling was the basis for estimating transmissivity values elsewhere. Transmissivity of the watertable aquifer in most of the Wadena area ranges from 15,000 to 120,000 gallons per day per foot. A map was prepared to show the maximum yield, in gallons per minute, which might be obtained from individual wells completed in the water-table aquifer. The map indicates that in about 60 percent of the area, individual wells can be pumped at rates greater than 300 gallons per minute for a 30-day period if drawdown in the pumped well is two-thirds the saturated thickness after correction for dewatering.</p>\n<p>Quality of both ground and surface waters is such that they are well suited for irrigation. Locally, nitrate concentrations in ground water, in excess of the U.S. Public Health Service's drinking water standards, might be related to a local source of organic pollution or to the increased use of fertilizers which accompanies irrigation.</p>\n<p>An electric analog model of the water-table aquifer in the Wadena area was built and used to analyze possible effects of ground-water development of the hydrologic system. The model was designed to .simulate existing hydrologic conditions and used to predict changes in the system which might result from development. The withdrawal of large quantities of ground water would lower the water table, thereby reducing evapotranspiration losses and making more water available for beneficial use. Additional water would be salvaged when normal ground-water discharge to streams is intercepted by pumping from wells.</p>\n<p>Analyses were made to determine effects of development on ground-water levels under different development schemes both after a single irrigation season and after 5 and 20 successive years of irrigation. Where development is concentrated, some interference between wells can be expected. Although water levels recover rapidly when pumps are shut off, recovery will not be complete prior to the next irrigation season in heavily developed areas. After several years of watertable lowering, yields from wells will decrease because of deceased saturated thickness, unless climatic changes result in abnormally high amounts of recharge.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1983","collaboration":"Prepared in cooperation with the West Central Minnesota Resource Conservation and Development Project and the Minnesota Department of Conservation, Division of Waters, Soils and Minerals","usgsCitation":"Lindholm, F., 1970, An appraisal of ground water for irrigation in the Wadena area, central Minnesota: U.S. Geological Survey Water Supply Paper 1983, Document: v, 56 p.; 12 Plates: 24 x 19 inches or smaller, https://doi.org/10.3133/wsp1983.","productDescription":"Document: v, 56 p.; 12 Plates: 24 x 19 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":27719,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27720,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27723,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27722,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27724,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1983/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27712,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27713,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138257,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1983/report-thumb.jpg"},{"id":27721,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27714,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27715,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27716,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27717,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27718,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Wadena area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.25,\n              46.541667\n            ],\n            [\n              -95.25,\n              46.316667\n            ],\n            [\n              -94.75,\n              46.316667\n            ],\n            [\n              -94.75,\n              46.541667\n            ],\n            [\n              -95.25,\n              46.541667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a66","contributors":{"authors":[{"text":"Lindholm, F.G.","contributorId":41807,"corporation":false,"usgs":true,"family":"Lindholm","given":"F.G.","email":"","affiliations":[],"preferred":false,"id":144705,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2477,"text":"wsp1608M - 1970 - Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1608M","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"1608","chapter":"M","title":"Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan","docAbstract":"A hydrographic and sedimentation survey of Band-e Kajakai (Kajakai Reservoir) on the Darya-ye Hirmand (Helmand River) was carried out during the period September through December 1968. Underwater mapping techniques were used to determine the reservoir capacity as of 1968. Sediment range lines were established and monumented to facilitate future sedimentation surveys. Afghanistan engineers and technicians were trained to carry out future reservoir surveys. Samples were obtained of the reservoir bed and in the river upstream from the reservoir. Virtually no sediments coarser than about 0.063 millimeter were found on the reservoir bed surface. The median diameter of sands being transported into the reservoir ranged from 0.040 to 0.110 millimeter. The average annual rate of sedimentation was 7,800 acre-feet. Assuming an average density of 50 pounds per cubic foot (800 kilograms per cubic meter), the estimated average sediment inflow to the reservoir was about 8,500,000 tons (7,700,000 metric tons) per year. \r\n\r\nThe decrease in capacity at spillway elevation for the period 1953 to 1968 due to sediment deposition was 7.8 percent, or 117,700 acre-feet. Redefinition of several contours above the fill area resulted in an increase in capacity at spillway elevation of 13,600 acre-feet; thus, the net change in capacity was 7.0 percent, or 104,800 acre-feet. \r\n\r\nBased on current data and an estimated rate of compaction of deposited sediment, the assumption of no appreciable change in hydrologic conditions in the drainage area, the leading edge of the principal delta will reach the irrigation outlet in 40-45 years. \r\n\r\nIt is recommended that a resurvey of sediment range lines be made during the period 1973-75.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1608M","usgsCitation":"Perkins, D.C., and Culbertson, J.K., 1970, Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan: U.S. Geological Survey Water Supply Paper 1608, iv, 43 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1608M.","productDescription":"iv, 43 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138750,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608m/report-thumb.jpg"},{"id":28553,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608m/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6146cd","contributors":{"authors":[{"text":"Perkins, Don C.","contributorId":59429,"corporation":false,"usgs":true,"family":"Perkins","given":"Don","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145259,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Culbertson, James K.","contributorId":31371,"corporation":false,"usgs":true,"family":"Culbertson","given":"James","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":145258,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2479,"text":"wsp01B - 1970 - Detergents and associated contaminants in ground water at three public-supply well fields in southwestern Suffolk County, Long Island, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp01B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"2001","chapter":"B","title":"Detergents and associated contaminants in ground water at three public-supply well fields in southwestern Suffolk County, Long Island, New York","docAbstract":"Sampling of groups of small-diameter shallow observation wells and nearby public-supply wells screened in the upper glacial aquifer at three well fields showed that detergents (MBAS) were distributed through almost the entire saturated thickness of the aquifer. Concentrations of MBAS in water from all the wells sampled ranged from less than 0.02 to nearly 5 mg/l (milligrams per liter), whereas MBAS concentrations in water pumped from shallow public supply wells ranged from about 0.1 mg/l to about 1.3 mg/l. Upward trends in MBAS concentrations, which were observed at most of the shallow observation wells from 1961 to 1966, nearly stabilized or declined to some extent by 1968. A slight to distinct upward trend in the MBAS content of water pumped from shallow public-supply wells was observed during the same period at two of the three well fields investigated. \r\n\r\nChloride concentrations in the upper glacial aquifer, which ranged from about 5 to 80 mg/l, had a distinct upward trend at some wells apparently due to infiltration of both sewage effluent and deicing salts which were applied to roads in the winter. Nitrate concentrations also increased slightly but remained below the recommended limit for drinking water. \r\n\r\nNo MBAS was detected in water from public-supply wells tapping deeper zones in the underlying Magothy aquifer, and significant amounts of MBAS and associated contaminants are unlikely to reach those zones for many years, if present flow patterns and head relationships are not markedly changed.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp01B","usgsCitation":"Perlmutter, N., and Guerrera, A., 1970, Detergents and associated contaminants in ground water at three public-supply well fields in southwestern Suffolk County, Long Island, New York: U.S. Geological Survey Water Supply Paper 2001, iv, 22 p. :illus. (2 fold. in pocket) ;23 cm., https://doi.org/10.3133/wsp01B.","productDescription":"iv, 22 p. :illus. (2 fold. in pocket) ;23 cm.","costCenters":[],"links":[{"id":138763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2001b/report-thumb.jpg"},{"id":28562,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2001b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28563,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2001b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28564,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2001b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6679cb","contributors":{"authors":[{"text":"Perlmutter, Nathaniel M.","contributorId":32139,"corporation":false,"usgs":true,"family":"Perlmutter","given":"Nathaniel M.","affiliations":[],"preferred":false,"id":145262,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Guerrera, A.A.","contributorId":86751,"corporation":false,"usgs":true,"family":"Guerrera","given":"A.A.","affiliations":[],"preferred":false,"id":145263,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1670,"text":"wsp1984 - 1970 - Hydrologic effects of floodwater-retarding structures on Garza-Little Elm Reservoir, Texas","interactions":[],"lastModifiedDate":"2023-03-14T20:01:38.704886","indexId":"wsp1984","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"1984","title":"Hydrologic effects of floodwater-retarding structures on Garza-Little Elm Reservoir, Texas","docAbstract":"<p>The Texas District of the Water Resources Division of the U.S. Geological Survey has collected and analyzed hydrologic data since 1953 to define the effects of systems of floodwater-retarding structures on downstream water and sediment yield. The district project includes 11 study areas ranging from 18 to 80 square miles in size and from 0 to 67 in percent of study area controlled by floodwaterretarding structures. The 11 study areas are within that part of Texas where the west-to-east average annual runoff ranges from about 2 to 7 inches. This report presents results of analyses, development of methodolgy, and results of application of methods for defining the downstream effects of systems of floodwaterretarding structures.</p>\n<p>Annual inflow to and outflow from the system of floodwater-retarding reservoirs in seven of the 11 study areas were found to be related by the equation: O=0.98/ 0.68, where O is annual outflow, in inches, and / is annual net inflow, in inches. Transmission loss of structure outflow to the downstream study-area stream-gaging station was determined and compared with the transmission loss of natural flood flow between tandem stream-gaging stations on Denton Creek, a tributary to Elm Fork Trinity River above Dallas.</p>\n<p>Trap efficiency of most floodwater-retarding structures was found by the U.S. Soil Conservation Service to be about 97 percent. Downstream increases in suspended-sediment concentration in the outflow were found to be large in a study area with mostly silt and clay sediments, but even a large increase in suspendedsediment concentration did not represent a significant quantitative pickup of sediment by the outflow water.</p>\n<p>Water consumption in floodwater-retarding reservoirs from the combined actions of evaporation, evapotranspiration, and seepage was found to be as much as twice the average annual consumption attributable to evaporation alone. Average annual consumption in reservoirs in the seven study areas analyzed ranged from 1.57 inches of equivalent runoff in the easternmost study area, where annual runoff averaged 6.96 inches, to 0.77 inch of equivalent runoff in the westernmost study area, where the average annual runoff was 2.35 inches. The effect of consumption on downstream flow is partially offset by rainfall on pool surface. Studies covering as much as 15 years of streamflow record at the stream-gaging&nbsp;stations that gage outflow from the Deep and Honey Creek study areas indicated no increase in base flow.</p>\n<p>Multiple-linear-regression techniques were used in developing methodology to determine reservoir consumption in seven study areas. The physical and climatic fnctors influencing consumption were grouped as variables in regard to their relative effect on the actions of evaporation, evapotranspiration, and seepage. The resulting generalized equation was then used in synthesizing the consumptive effects of a planned system of 162 floodwater-retarding reservoirs controlling 26 percent of a 1,660-square-mile drainage basin upstream from a major water-supply reservoir. The analyses were based on the assumption that all water consumed at the floodwater-retarding reservoirs would have reached the downstream watersupply reservoir. Water-sediment discharge relationships were derived for the runoff into the structures as well as for the runoff through and below the structures. A mathematical response model of the floodwater-retarding reservoir systems and the entire drainage basin was computer programed to yield monthly water and sediment inflow to the water-supply reservoir.</p>\n<p>Results of the response model showed that with full development, depletion of annual yield to the large reservoir would be as much as 10 percent in the early years; but after the permanent pools of the floodwater-retarding structures had mostly filled with sediment, depletion of annual yield would be generally less than 1 percent. The depletion of yield to Garza-Little Elm Reservoir during the 39-year synthesized period of study was estimated as 296,800 acre-feet out of 18,256,000 acre-feet total yield. During the same period, the floodwater-retarding structures were estimated to have kept 19,700 acre-feet of sediment from being deposited in the reservoir.</p>\n<p>\"Firm\"- or \"critical\"-yield studies were made of the large reservoir on the basis of two sets of conditions : with floodwater-retarding structures in the drainage basin, and without such structures. Results of the firm-yield studies indicated that with full development, annual firm yield would be initially reduced by 10 percent. After 30 or more years, when the permanent pools of the floodwaterretarding reservoirs would be mostly filled with sediment, the firm yield would be almost the same with or without the upstream development.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1984","usgsCitation":"Gilbert, C.R., and Sauer, S.P., 1970, Hydrologic effects of floodwater-retarding structures on Garza-Little Elm Reservoir, Texas: U.S. Geological Survey Water Supply Paper 1984, Report: vii, 95 p.; 3 Plates: 39.48 x 33.34 inches or smaller, https://doi.org/10.3133/wsp1984.","productDescription":"Report: vii, 95 p.; 3 Plates: 39.48 x 33.34 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":414124,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25366.htm","linkFileType":{"id":5,"text":"html"}},{"id":94719,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1984/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":94718,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1984/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138233,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1984/report-thumb.jpg"},{"id":26745,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1984/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":94717,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1984/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Garza-Little Elm Reservoir","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -96.775,\n              33.083\n            ],\n            [\n              -96.775,\n              33.625\n            ],\n            [\n              -97.617,\n              33.625\n            ],\n            [\n              -97.617,\n              33.083\n            ],\n            [\n              -96.775,\n              33.083\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60703b","contributors":{"authors":[{"text":"Gilbert, Clarence R.","contributorId":30965,"corporation":false,"usgs":true,"family":"Gilbert","given":"Clarence","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143950,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sauer, Stanley P.","contributorId":38966,"corporation":false,"usgs":true,"family":"Sauer","given":"Stanley","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":143951,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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