{"pageNumber":"5043","pageRowStart":"126050","pageSize":"25","recordCount":165579,"records":[{"id":35355,"text":"b1489 - 1980 - Fission-track and K-Ar ages of natural glasses","interactions":[],"lastModifiedDate":"2012-02-02T00:09:48","indexId":"b1489","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1489","title":"Fission-track and K-Ar ages of natural glasses","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/b1489","usgsCitation":"Naeser, C.W., Izett, G.A., and Obradovich, J.D., 1980, Fission-track and K-Ar ages of natural glasses: U.S. Geological Survey Bulletin 1489, 31 p. ill. ; 23 cm., https://doi.org/10.3133/b1489.","productDescription":"31 p. ill. ; 23 cm.","costCenters":[],"links":[{"id":165589,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1489/report-thumb.jpg"},{"id":63217,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1489/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f3e4b07f02db5ef3ba","contributors":{"authors":[{"text":"Naeser, Charles W.","contributorId":76281,"corporation":false,"usgs":true,"family":"Naeser","given":"Charles","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":214502,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Izett, Glen Arthur","contributorId":90303,"corporation":false,"usgs":true,"family":"Izett","given":"Glen","email":"","middleInitial":"Arthur","affiliations":[],"preferred":false,"id":214504,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Obradovich, John D.","contributorId":84361,"corporation":false,"usgs":true,"family":"Obradovich","given":"John","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":214503,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":35603,"text":"b1471 - 1980 - The river and the rocks: The geologic story of Great Falls and the Potomac River Gorge","interactions":[],"lastModifiedDate":"2022-08-01T18:58:43.048111","indexId":"b1471","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1471","title":"The river and the rocks: The geologic story of Great Falls and the Potomac River Gorge","docAbstract":"<p>The Great Falls of the Potomac River has figured prominently in the purposes of men since prehistoric time. Long before John Smith reached the falls in 1609, groups of Indians from East and West met at this great river barrier to trade and perform ceremonies in honor of the spirit of the \"Roaring Waters\". As early as 1754, George Washington visualized the Potomac River as an important avenue of trade and communication with the interior.</p>\n<p>Records show that with the exception of Mount Vernon, Great Falls was perhaps as intimately associated with George Washington's everyday life as any other place in the country. As first President of the \"Patowmack Canal Company,\" Washington frequently visited the working parties as they constructed the canal and lock system which skirted the treacherous falls on the Virginia side. Matildaville, a town of about 40 acres named after the wife of \"Light Horse\" Harry Lee and consisting of various dwellings, grist mill, market house, forge, sawmill, and tavern, sprang up along the banks of the canal.</p>\n<p>In 1802, the Patowmack Company canals were essentially completed, and hundreds of boats plied the river, bringing corn and wheat, coal and limestone, flaxseed and furs downstream from the mountainous region of Cumberland. Many of the boats were sold for lumber in Georgetown, thus sparing the boatmen an arduous upstream journey.</p>\n<p>After the establishment of the Nation's Capital, Great Falls became a popular scenic attraction for residents and visitors alike. But Great Falls was not always so easily accessible as it is today. In 1845, a newspaper columnist, after praising the beauty and historic interest of the region, added, \"... the access to this interesting spot is, on both sides of the river, by the most infamous of roads and the accommodations for visitors anything but what they ought to be!\"</p>\n<p>Visitors to Great Falls now number close to a half million annually and, because of this continuing and mounting interest, the U.S. Geological Survey has joined with the National Park Service in preparing this booklet for better understanding and enjoyment of the Great Falls of the Potomac River.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, DC","doi":"10.3133/b1471","usgsCitation":"Reed, J.C., Sigafoos, R.S., and Fisher, G.W., 1980, The river and the rocks: The geologic story of Great Falls and the Potomac River Gorge: U.S. Geological Survey Bulletin 1471, vii, 75 p., https://doi.org/10.3133/b1471.","productDescription":"vii, 75 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":93419,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1471/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":166842,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1471/report-thumb.jpg"},{"id":404586,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_21566.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Maryland, Virginia","otherGeospatial":"Great Falls of the Potomac River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.25903511047363,\n              38.97515797038955\n            ],\n            [\n              -77.25903511047363,\n              39.01238150496681\n            ],\n            [\n              -77.22496032714844,\n              39.01238150496681\n            ],\n            [\n              -77.22496032714844,\n              38.97515797038955\n            ],\n            [\n              -77.25903511047363,\n              38.97515797038955\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67ac86","contributors":{"authors":[{"text":"Reed, John Calvin Jr.","contributorId":8460,"corporation":false,"usgs":true,"family":"Reed","given":"John","suffix":"Jr.","email":"","middleInitial":"Calvin","affiliations":[],"preferred":false,"id":214923,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sigafoos, Robert Sumner","contributorId":96328,"corporation":false,"usgs":true,"family":"Sigafoos","given":"Robert","email":"","middleInitial":"Sumner","affiliations":[],"preferred":false,"id":214925,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Fisher, George Wescott","contributorId":51356,"corporation":false,"usgs":true,"family":"Fisher","given":"George","email":"","middleInitial":"Wescott","affiliations":[],"preferred":false,"id":214924,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":34084,"text":"b1492 - 1980 - Recent eruptive history of Mount Hood, Oregon, and potential hazards from future eruptions","interactions":[],"lastModifiedDate":"2017-02-09T13:01:38","indexId":"b1492","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1492","title":"Recent eruptive history of Mount Hood, Oregon, and potential hazards from future eruptions","docAbstract":"Each of three major eruptive periods at Mount Hood (12,000-15,000(?), 1,500-1,800, and 200-300 years ago) produced dacite domes, pyroclastic flows, and mudflows, but virtually no pumice. Most of the fine lithic ash that mantles the slopes of the volcano and the adjacent mountains fell from ash clouds that accompanied the pyroclastic flows. Widely scattered pumice lapilli that are present at the ground surface on the south, east, and north sides of Mount Hood may have been erupted during the mid-1800's, when the last known activity of the volcano occurred. \r\n\r\nThe geologically recent history of Mount Hood suggests that the most likely eruptive event in the future will be the formation of another dome, probably within the present south-facing crater. The principal hazards that could accompany dome formation include pyroclastic flows and mudflows moving from the upper slopes of the volcano down the floors of valleys. Ash clouds which accompany pyroclastic flows may deposit as much as a meter of fine ash close to their source, and as much as 20 centimeters at a distance of 11 kilometers downwind from the pyroclastic flows. Other hazards that could result from such eruptions include laterally directed explosive blasts that could propel rock fragments outward from the sides of a dome at high speed, and toxic volcanic gases. The scarcity of pumiceous ash erupted during the last 15,000 years suggests that explosive pumice eruptions are not a major hazard at Mount Hood; thus, there seems to be little danger that such an eruption will significantly affect the Portland (Oregon) metropolitan area in the near future.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/b1492","usgsCitation":"Crandell, D.R., 1980, Recent eruptive history of Mount Hood, Oregon, and potential hazards from future eruptions: U.S. Geological Survey Bulletin 1492, viii, 81 p. ill., maps (1 fold. col. in pocket) ; 23 cm., https://doi.org/10.3133/b1492.","productDescription":"viii, 81 p. ill., maps (1 fold. col. in pocket) ; 23 cm.","costCenters":[],"links":[{"id":92569,"rank":399,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/bul/1492/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":92570,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1492/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":163433,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1492/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb72f","contributors":{"authors":[{"text":"Crandell, Dwight Raymond","contributorId":6440,"corporation":false,"usgs":true,"family":"Crandell","given":"Dwight","email":"","middleInitial":"Raymond","affiliations":[],"preferred":false,"id":212433,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":35480,"text":"b1485 - 1980 - Factors that localized uranium deposition in the Dakota Sandstone, Gallup and Ambrosia Lake mining districts, McKinley County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:41","indexId":"b1485","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1485","title":"Factors that localized uranium deposition in the Dakota Sandstone, Gallup and Ambrosia Lake mining districts, McKinley County, New Mexico","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/b1485","usgsCitation":"Pierson, C.T., and Green, M.W., 1980, Factors that localized uranium deposition in the Dakota Sandstone, Gallup and Ambrosia Lake mining districts, McKinley County, New Mexico: U.S. Geological Survey Bulletin 1485, iv, 31 p. ill., maps ; 23 cm., https://doi.org/10.3133/b1485.","productDescription":"iv, 31 p. ill., maps ; 23 cm.","costCenters":[],"links":[{"id":166710,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1485/report-thumb.jpg"},{"id":63379,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1485/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ebe5","contributors":{"authors":[{"text":"Pierson, Charles Thomas","contributorId":13216,"corporation":false,"usgs":true,"family":"Pierson","given":"Charles","email":"","middleInitial":"Thomas","affiliations":[],"preferred":false,"id":214715,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Green, Morris W.","contributorId":36554,"corporation":false,"usgs":true,"family":"Green","given":"Morris","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":214716,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":34713,"text":"b1482E - 1980 - The Lawson Creek Formation of middle Proterozoic age in east-central Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:09:33","indexId":"b1482E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1482","chapter":"E","title":"The Lawson Creek Formation of middle Proterozoic age in east-central Idaho","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/b1482E","usgsCitation":"Hobbs, S.W., 1980, The Lawson Creek Formation of middle Proterozoic age in east-central Idaho: U.S. Geological Survey Bulletin 1482, p. E1-E12, maps ; 23 cm., https://doi.org/10.3133/b1482E.","productDescription":"p. E1-E12, maps ; 23 cm.","costCenters":[],"links":[{"id":167522,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1482e/report-thumb.jpg"},{"id":62577,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1482e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bc8a","contributors":{"authors":[{"text":"Hobbs, S. W.","contributorId":29793,"corporation":false,"usgs":true,"family":"Hobbs","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":213454,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30178,"text":"wri8066 - 1980 - Water quality of four lakes in Lakeville, Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T11:41:43","indexId":"wri8066","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-66","title":"Water quality of four lakes in Lakeville, Minnesota","docAbstract":"<p>Water-quality characteristics were determined for four selected lakes to provide background data for evaluating changes that may occur in the lakes because of urbanization. Precipitation of calcium carbonate is suggested by high pH values and a decrease in the calcium concentration when magnesium, sodium, and chloride concentrations increase. Pollution is indicated by chloride concentrations that increased from 18 to 57 milligrams per liter in 1978. The eutrophic state of the lakes is suggested by dissolved oxygen supersaturated near the surface and less than 0.1 milligram per liter near the deepest parts of the lakes. Determination of the trophic state of the lakes provided trophic state indices as high as 69-2. Phosphorus concentrations were significantly higher in two of the lakes sampled. <i>Anacystic</i> and <i>Oscillatoria</i> were the dominant phytoplankton genera. Phytoplankton blooms occurred throughout the year with the highest sampled concentration yielding 890,000 cells per milliliter.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri8066","collaboration":"Prepared in cooperation with the city of Lakeville, Minnesota","usgsCitation":"Tornes, L., and Have, M., 1980, Water quality of four lakes in Lakeville, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 80-66, vii, 51 p., https://doi.org/10.3133/wri8066.","productDescription":"vii, 51 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":95831,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0066/report.pdf","size":"3941","linkFileType":{"id":1,"text":"pdf"}},{"id":159485,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0066/report-thumb.jpg"}],"country":"United States","state":"Minnesota","city":"Lakeville","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.333333,\n              44.733333\n            ],\n            [\n              -93.333333,\n              44.633333\n            ],\n            [\n              -93.25,\n              44.633333\n            ],\n            [\n              -93.25,\n              44.733333\n            ],\n            [\n              -93.333333,\n              44.733333\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adfe4b07f02db687858","contributors":{"authors":[{"text":"Tornes, L. H.","contributorId":103675,"corporation":false,"usgs":true,"family":"Tornes","given":"L. H.","affiliations":[],"preferred":false,"id":202813,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Have, M.R.","contributorId":79115,"corporation":false,"usgs":true,"family":"Have","given":"M.R.","affiliations":[],"preferred":false,"id":202812,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30237,"text":"wri79102 - 1980 - Evaluation of remote hydrologic data-acquisition systems, west-central Florida","interactions":[],"lastModifiedDate":"2019-08-05T09:27:47","indexId":"wri79102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"79-102","title":"Evaluation of remote hydrologic data-acquisition systems, west-central Florida","docAbstract":"The study provides an evaluation of the hydrologic applications of a land-line and two satellite data-relay systems operated during 1977-78 in the Southwest Florida Water Management District. These systems were tested to evaluate operational and reliability characteristics. Telephone lines were used to relay data in the land-line system, and the Geostationary Operational Environmental Satellite (GOES) and Land satellite (Landsat) were used in the satellite system. The land-line system was tested for 15 months at a streamflow site. Accurate data were obtained 94% of the time during the test period. Data losses were attributed to telephone-line interference, low-battery voltage, and vandalism. The GOES system was tested at a rainfall site for 17 months. During this period, 79% of the transmissions received from the station were relayed by the GOES system to the U.S. Geological Survey computer, resulting in successful processing of 88% of all possible rainfall observations. On the average, seven data transmissions were completed each day. The Landsat system was tested at a rainfall site for about 17 months and for about 8 months at a streamflow site. During these periods of operation, only about 2% of all data observations for the stations were successfully relayed by the Landsat system to the U.S. Geological Survey computer. An average of about three data transmissions was completed each day for each site. (USGS).","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri79102","usgsCitation":"Turner, J., and Woodham, W.M., 1980, Evaluation of remote hydrologic data-acquisition systems, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 79-102, v, 63 p. , https://doi.org/10.3133/wri79102.","productDescription":"v, 63 p. ","costCenters":[],"links":[{"id":159805,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0102/report-thumb.jpg"},{"id":366159,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0102/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.408203125,\n              27.059125784374068\n            ],\n            [\n              -81.6943359375,\n              27.059125784374068\n            ],\n            [\n              -81.6943359375,\n              29.36302703778376\n            ],\n            [\n              -83.408203125,\n              29.36302703778376\n            ],\n            [\n              -83.408203125,\n              27.059125784374068\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67eb8a","contributors":{"authors":[{"text":"Turner, J.F. Jr.","contributorId":88399,"corporation":false,"usgs":true,"family":"Turner","given":"J.F.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":202911,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Woodham, W. M.","contributorId":72356,"corporation":false,"usgs":true,"family":"Woodham","given":"W.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":202910,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28772,"text":"wri8062 - 1980 - Three-dimensional digital-computer model of the Ferron sandstone aquifer near Emery, Utah","interactions":[],"lastModifiedDate":"2020-11-04T18:21:19.053438","indexId":"wri8062","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-62","title":"Three-dimensional digital-computer model of the Ferron sandstone aquifer near Emery, Utah","docAbstract":"<p><span>A three-dimensional finite-difference computer model of the Ferron sand-</span><span>stone aquifer was used to simulate ground-water flow in the Emery coal field </span><span>in east-central Utah. The model also was used to predict the effects of pro-</span><span>posed surface mining and the resulting mine dewatering on potentiometric sur-</span><span>faces of the aquifer. The model was calibrated in a steady-state simulation </span><span>using water levels and manmade discharges from the aquifer that were measured </span><span>during 1979. Too few data were available to verify the calibrated model in a </span><span>transient-state simulation with historical aquifer response to manmade dis-</span><span>charges. Predictions made with the model are considered to be semiquantita</span><span>tive. Discharge from the proposed surface mine was predicted to average 0.3 </span><span>cubic foot per second during the 15 years of operation. Drawdowns of 5 feet </span><span>in the potentiometric surface of the aquifer were predicted to extend as much </span><span>as 3 miles from the proposed mine after 15 years of operation. </span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8062","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Morrissey, D.J., Lines, G.C., and Bartholoma, S.D., 1980, Three-dimensional digital-computer model of the Ferron sandstone aquifer near Emery, Utah: U.S. Geological Survey Water-Resources Investigations Report 80-62, iv, 101 p., https://doi.org/10.3133/wri8062.","productDescription":"iv, 101 p.","costCenters":[],"links":[{"id":159623,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0062/report-thumb.jpg"},{"id":380168,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0062/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.54830932617188,\n              38.725161847874716\n            ],\n            [\n              -111.258544921875,\n              38.725161847874716\n            ],\n            [\n              -111.258544921875,\n              38.94018471320357\n            ],\n            [\n              -111.54830932617188,\n              38.94018471320357\n            ],\n            [\n              -111.54830932617188,\n              38.725161847874716\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b89c","contributors":{"authors":[{"text":"Morrissey, Daniel J.","contributorId":89875,"corporation":false,"usgs":true,"family":"Morrissey","given":"Daniel","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200372,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lines, Gregory C.","contributorId":50502,"corporation":false,"usgs":true,"family":"Lines","given":"Gregory","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200371,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bartholoma, Scott D.","contributorId":39408,"corporation":false,"usgs":true,"family":"Bartholoma","given":"Scott","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":200370,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30175,"text":"wri8079 - 1980 - Preimpoundment water quality of the Wild Rice River, Norman County, Minnesota","interactions":[],"lastModifiedDate":"2018-04-02T11:37:49","indexId":"wri8079","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-79","title":"Preimpoundment water quality of the Wild Rice River, Norman County, Minnesota","docAbstract":"<p>Water samples have been collected at two sites on the Wild Rice River since September 1974 to establish baseline water-quality characteristics before construction of a reservoir for recreation and flood control near Twin Valley, Minn. A decline in water quality between the sites is shown by mean total phosphorus concentrations, which increase from 0.06 to 0.10 milligram per liter downstream, and mean turbidity, which increases from 12 to 24 units downstream. Phosphorus and ammonia concentrations, as high as 0.31 and 2.7 milligrams per liter, respectively, could be the result of domestic waste input to the river upstream from Hendrum. Biochemical oxygen demand concentrations were significantly higher during spring runoff than during the rest of the year. Four out of 90 bacteria samples taken at Twin Valley indicate the presence of human fecal material, though bacteria densities do not exceed recommendations of the U.S. Environmental Protection Agency for public-water supplies. The dominace of organic-pollution tolerant phytoplankton in 49 out of 78 samples also indicates degradation of the river quality at Twin Valley. Nutrient concentrations at Twin Valley have no apparent effect on phytoplankton concentrations. None of the consitituents sampled were found to exceed recommended concentrations for public-water supplies.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri8079","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Tornes, L., 1980, Preimpoundment water quality of the Wild Rice River, Norman County, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 80-79, iv, 36 p., https://doi.org/10.3133/wri8079.","productDescription":"iv, 36 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":159482,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0079/report-thumb.jpg"},{"id":95829,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0079/report.pdf","size":"2051","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Norman County","otherGeospatial":"Wild Rice 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L. H.","contributorId":103675,"corporation":false,"usgs":true,"family":"Tornes","given":"L. H.","affiliations":[],"preferred":false,"id":202809,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28753,"text":"wri8041 - 1980 - Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976","interactions":[],"lastModifiedDate":"2019-11-01T12:04:14","indexId":"wri8041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-41","title":"Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976","docAbstract":"<p>Statistical summaries of streamflow data for selected stream-gaging and crest-stage gage sites are presented in this report to aid in appraising the hydrology of the Yellowstone River basin, Montana. Streamflow records presented for 45 gaging stations and 45 crest-stage gages for the period of record. Streamflow record collection in the Yellowstone River basin began in 1889. For each gaging station selected for this report, a brief description is given for station location, drainage area , period of record, revisions of previously published records, type and history of gages, regulation and diversions, and extremes of discharge. These data are followed by tables of monthly and annual flow statistics, high-flow and low-flow frequency data, flood-frequency data, flow-duration information, and for natural-flow sites selected basin characteristics. For each crest-stage gage, the brief description consists of location, drainage area, period of record, and type and history of gage. This information is followed by tables of flood-frequency data and selected basin characteristics.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8041","usgsCitation":"Moore, L.G., and Shields, R.R., 1980, Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976: U.S. Geological Survey Water-Resources Investigations Report 80-41, vi, 67 p. , https://doi.org/10.3133/wri8041.","productDescription":"vi, 67 p. 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,{"id":30153,"text":"wri8033 - 1980 - Ground-water hydrology of the Dade City area, Pasco County, Florida, with emphasis on the hydrologic effects of pumping from the Floridan aquifer","interactions":[],"lastModifiedDate":"2022-02-02T21:47:06.379487","indexId":"wri8033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-33","title":"Ground-water hydrology of the Dade City area, Pasco County, Florida, with emphasis on the hydrologic effects of pumping from the Floridan aquifer","docAbstract":"<p>The Dade City area, northeast Pasco County, Florida, is an area of about 260 square miles. Of the approximately 32 million gallons per day pumped from the Floridan aquifer in the area in 1975, about 16 million gallons per day were pumped from an area of about 0.25 square miles by a citrus processing plant. There are essentially two producing zones in the Floridan aquifer in the Dade City area. The upper zone is from about 10 feet above to about 150 feet below National Geodetic Vertical Datum of 1929 , and the lower zone from about 300 to about 500 feet below NGVD of 1929. There is evidence of hydraulic interconnection of the upper and lower zones of the Floridan aquifer. This appears to be highly significant in terms of the geohydrology of the Floridan aquifer in the area, particularly with regard to its ground-water flow pattern, water quality, and aquifer hydraulic characteristics. In the immediate vicinity of the citrus processing plant, aquifer transmissivity may range from 200,000 to as much as 400,000 feet squared per day. It is probable the Floridan is only semiconfined in the immediate vicinity of the citrus processing plant. High aquifer transmissivity in the area is the reason why there are only a few feet of drawdown of the Floridan 's potentiometric level even near the center of the well field.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8033","usgsCitation":"Tibbals, C.H., Anderson, W., and Laughlin, C.P., 1980, Ground-water hydrology of the Dade City area, Pasco County, Florida, with emphasis on the hydrologic effects of pumping from the Floridan aquifer: U.S. Geological Survey Water-Resources Investigations Report 80-33, vi, 64 p., https://doi.org/10.3133/wri8033.","productDescription":"vi, 64 p.","costCenters":[],"links":[{"id":276452,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0033/report.pdf"},{"id":160096,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0033/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Pasco County","city":"Dade City","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.3333,\n              28.2167\n            ],\n            [\n              -82.0833,\n              28.2167\n            ],\n            [\n              -82.0833,\n              28.4833\n            ],\n            [\n              -82.3333,\n              28.4833\n            ],\n            [\n              -82.3333,\n              28.2167\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667614","contributors":{"authors":[{"text":"Tibbals, C. H.","contributorId":76316,"corporation":false,"usgs":true,"family":"Tibbals","given":"C.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":202775,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, Warren","contributorId":7712,"corporation":false,"usgs":true,"family":"Anderson","given":"Warren","affiliations":[],"preferred":false,"id":202774,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":202773,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29014,"text":"wri8096 - 1980 - PHREEQE : a computer program for geochemical calculations","interactions":[],"lastModifiedDate":"2018-03-21T15:16:43","indexId":"wri8096","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-96","title":"PHREEQE : a computer program for geochemical calculations","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8096","usgsCitation":"Parkhurst, D.L., Thorstenson, D.C., and Plummer, N., 1980, PHREEQE : a computer program for geochemical calculations: U.S. Geological Survey Water-Resources Investigations Report 80-96, v, 210 p. :ill. ;28 cm., https://doi.org/10.3133/wri8096.","productDescription":"v, 210 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":118906,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0096/report-thumb.jpg"},{"id":57879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0096/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689e5b","contributors":{"authors":[{"text":"Parkhurst, David L. 0000-0003-3348-1544 dlpark@usgs.gov","orcid":"https://orcid.org/0000-0003-3348-1544","contributorId":1088,"corporation":false,"usgs":true,"family":"Parkhurst","given":"David","email":"dlpark@usgs.gov","middleInitial":"L.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":200790,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thorstenson, Donald C.","contributorId":107323,"corporation":false,"usgs":true,"family":"Thorstenson","given":"Donald","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200792,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Plummer, Niel 0000-0002-4020-1013 nplummer@usgs.gov","orcid":"https://orcid.org/0000-0002-4020-1013","contributorId":190100,"corporation":false,"usgs":true,"family":"Plummer","given":"Niel","email":"nplummer@usgs.gov","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":200791,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29080,"text":"wri803 - 1980 - Baseline water quality of Schmidt, Hornbeam, and Horseshoe Lakes, Dakota County, Minnesota","interactions":[],"lastModifiedDate":"2023-12-18T20:26:45.792501","indexId":"wri803","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-3","title":"Baseline water quality of Schmidt, Hornbeam, and Horseshoe Lakes, Dakota County, Minnesota","docAbstract":"<p>Three lakes in Dakota County were sampled five times during an 18-month period to determine baseline water quality prior to construction of an interstate highway. Results of physical measurements and chemical analyses showed that the lakes were shallow, nonstratified, and nutrient enriched. Considerable seasonal variations in dissolved solids, nutrient, and dissolved-oxygen concentrations were observed. Oxygen depletion and high nutrient concentrations were characteristics of conditions under an ice cover. Blue-green algal blooms typically were established soon after ice breakup and persisted until late fall. Data from the study will be supplemented with data--collected during and after construction of the highway to assess the impact of highway construction s \\d drainage on water quality of the lakes.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri803","collaboration":"Prepared in cooperation with the Minnesota Department of Transportation","usgsCitation":"Payne, G.A., 1980, Baseline water quality of Schmidt, Hornbeam, and Horseshoe Lakes, Dakota County, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 80-3, iii, 38 p., https://doi.org/10.3133/wri803.","productDescription":"iii, 38 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":423714,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35400.htm","linkFileType":{"id":5,"text":"html"}},{"id":159458,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0003/report-thumb.jpg"},{"id":95745,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Dakota County","otherGeospatial":"Hornbeam Lake, Horseshoe Lake, Schmidt Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.10827255249023,\n              44.842603300201866\n            ],\n            [\n              -93.10827255249023,\n              44.87837666574495\n            ],\n            [\n              -93.06364059448242,\n              44.87837666574495\n            ],\n            [\n              -93.06364059448242,\n              44.842603300201866\n            ],\n            [\n              -93.10827255249023,\n              44.842603300201866\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687f5f","contributors":{"authors":[{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200919,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29101,"text":"wri8074 - 1980 - Preliminary analysis of regional-precipitation periodicity","interactions":[],"lastModifiedDate":"2017-12-06T13:48:04","indexId":"wri8074","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-74","title":"Preliminary analysis of regional-precipitation periodicity","docAbstract":"<p>Precipitation variability plays a major role in nearly every aspect of the hydrologic cycle. Precipitation is not a random event, but it occurs after a sequence of prerequi-sites has been fulfilled. Recent investigations have shown that activity of the sun can affect atmospheric vorticity, an important factor in precipitation formation. Solar activity is known to be periodic; therefore, through a complex series of physical processes, precipitation variance is solar forced to a certain degree.</p><p>A preliminary analysis of precipitation periodicity was made for eight regions scattered across the central United States. Each region contained 5 to 10 stations with long-term precipitation records that were averaged to obtain yearly regional-precipitation values. Graphic analysis shows 11-year and 22-year cycles that are nearly in phase with the solar cycles.</p><p>An example of the effect of cyclic precipitation is presented for the Powder River basin in Wyoming and Montana. A cycle of 22 years exhibits fluctuations of approximately 22 to 27 percent for precipitation and 38 to 50 percent for runoff. A more detailed study that investigates solar-forced precipitation cycles and their relationship to hydrologic processes is needed.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8074","usgsCitation":"Perry, C.A., 1980, Preliminary analysis of regional-precipitation periodicity: U.S. Geological Survey Water-Resources Investigations Report 80-74, 26 p., https://doi.org/10.3133/wri8074.","productDescription":"26 p.","numberOfPages":"29","costCenters":[],"links":[{"id":158942,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0074/report-thumb.jpg"},{"id":349805,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0074/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c444","contributors":{"authors":[{"text":"Perry, Charles A. cperry@usgs.gov","contributorId":2093,"corporation":false,"usgs":true,"family":"Perry","given":"Charles","email":"cperry@usgs.gov","middleInitial":"A.","affiliations":[],"preferred":true,"id":200951,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29920,"text":"wri8024 - 1980 - Cross sections of the Hudson River estuary from Troy to New York City, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri8024","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-24","title":"Cross sections of the Hudson River estuary from Troy to New York City, New York","docAbstract":"Data on channel geometry of the Hudson River estuary at 125 cross sections between the Federal Dam at Troy and the norhtern limits of New York City (133 miles) are presented for use in hydraulic modeling, tidal studies, traveltime and water-quality studies, and other uses requiring knowledge of Hudson River channel properties. The data were obtained from field surveys of the estuary conducted by boat with a fathometer in 1966-69. Water-surface elevations were not recorded during the fathometer runs but were calculated in 1979 from information on tide variations in the estuary and from stage data collected at Albany and New York City. Topographic maps and field reconaissance were used to extend the ends of the cross sections beyond 100-year flood stage. Channel-configuration data are presented as perspective plots and in a table; also included are strip maps showing the location of the cross sections. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8024","usgsCitation":"Stedfast, D., 1980, Cross sections of the Hudson River estuary from Troy to New York City, New York: U.S. Geological Survey Water-Resources Investigations Report 80-24, v, 70 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8024.","productDescription":"v, 70 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":260345,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_80_24.jpg"},{"id":260344,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0024/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db6809d9","contributors":{"authors":[{"text":"Stedfast, D.A.","contributorId":89520,"corporation":false,"usgs":true,"family":"Stedfast","given":"D.A.","affiliations":[],"preferred":false,"id":202361,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30445,"text":"wri808 - 1980 - Analysis of stream quality in the Yampa River Basin, Colorado and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:09:03","indexId":"wri808","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-8","title":"Analysis of stream quality in the Yampa River Basin, Colorado and Wyoming","docAbstract":"Historic data show no significant water-temperature changes since 1951 for the Little Snake or Yampa Rivers, the two major streams of the Yampa River basin in Colorado and Wyoming. Regional analyses indicate that harmonic-mean temperature is negatively correlated with altitude. No change in specific conductance since 1951 was noted for the Little Snake River; however, specific conductance in the Yampa River has increaed 14 % since that time and is attributed to increased agricultural and municipal use of water. Site-specific relationships between major inorganic constituents and specific conductance for the Little Snake and Yampa Rivers were similar to regional relationships developed from both historic and recent (1975) data. These relationships provide a means for estimating concentrations of major inorganic constituents from specific conductance, which is easily measured. Trace-element and nutrient data collected from August 1975 through September 1976 at 92 sites in the Yampa River basin indicate that water-quality degradation occurred upstream from 3 sites. The degradation resulted from underground drainage from pyritic materials that probably are associated with coal at one site, discharge from powerplant cooling-tower blowdown water at a second site, and runoff from a small watershed containing a gas field at the third site. Ambient concentrations of dissolved and total iron and manganese frequently exceeded proposed Colorado water-quality standards. The concentrations of many dissolved and total trace elements and nutrients were greatest during March 1976. These were associated with larger suspended-sediment concentrations and smaller pH values than at other times of the year. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri808","usgsCitation":"Wentz, D.A., and Steele, T.D., 1980, Analysis of stream quality in the Yampa River Basin, Colorado and Wyoming: U.S. Geological Survey Water-Resources Investigations Report 80-8, viii, 161 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri808.","productDescription":"viii, 161 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":124098,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0008/report-thumb.jpg"},{"id":59228,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0008/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db6801c9","contributors":{"authors":[{"text":"Wentz, Dennis A. dawentz@usgs.gov","contributorId":1838,"corporation":false,"usgs":true,"family":"Wentz","given":"Dennis","email":"dawentz@usgs.gov","middleInitial":"A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":203266,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Steele, Timothy Doak","contributorId":88723,"corporation":false,"usgs":true,"family":"Steele","given":"Timothy","email":"","middleInitial":"Doak","affiliations":[],"preferred":false,"id":203267,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29163,"text":"wri8034 - 1980 - Ground-water availability near Fort Wayne, Allen County, Indiana","interactions":[],"lastModifiedDate":"2020-01-13T14:14:02","indexId":"wri8034","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-34","title":"Ground-water availability near Fort Wayne, Allen County, Indiana","docAbstract":"<p>A 3-year study to determine the groundwater potential of confined glacial aquifers in a large part of Allen County, Ind., was begun in July 1974 by the U.S. Geological Survey. Mapping of outwash sands and gravels delineated two distinct layers of sand and gravel in the southern and eastern parts of the county that merge into one aquifer more than 100 feet thick to the north and west. A digital model that simulates groundwater flow in three dimensions was used to integrate the geologic and hydrologic conditions into a suitable analog of the groundwater system surrounding Fort Wayne. The model consisted of three layers representing (1) the upper till, (2) the upper sand and gravel, and (3) the lower aquifer. The lower aquifer represents a combination of the lower sand and gravel and a section of limestone aquifer immediately underlying the glacial sediments. The model, calibrated against water-level and streamflow data collected during September 1976, was used to simulate pumping and to evaluate the effects of pumping on groundwater levels and streamflows. Two distribution schemes of pumping were tested, each with two different boundary conditions (constant heads and constant flows). The results of these simulated pumping schemes indicate that between 30 and 40 million gallons per day can be produced and that the streamflow losses resulting from this pumping would be between 17 and 25 million gallons per day. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8034","usgsCitation":"Planert, M., 1980, Ground-water availability near Fort Wayne, Allen County, Indiana: U.S. Geological Survey Water-Resources Investigations Report 80-34, vi, 54 p. , https://doi.org/10.3133/wri8034.","productDescription":"vi, 54 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":159183,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0034/report-thumb.jpg"},{"id":371193,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0034/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Indiana","county":"Allen","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-84.8049,41.2702],[-84.8047,41.2536],[-84.8047,41.2527],[-84.8035,41.0133],[-84.8033,40.989],[-84.8026,40.9221],[-84.8799,40.9199],[-84.998,40.9186],[-85.074,40.9181],[-85.1087,40.9181],[-85.2218,40.9174],[-85.3349,40.9172],[-85.3347,41.0034],[-85.3346,41.0061],[-85.3381,41.0901],[-85.3397,41.1781],[-85.3111,41.1788],[-85.309,41.265],[-85.1935,41.2643],[-85.078,41.2658],[-84.9636,41.2676],[-84.8487,41.2698],[-84.8049,41.2702]]]},\"properties\":{\"name\":\"Allen\",\"state\":\"IN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d332","contributors":{"authors":[{"text":"Planert, Michael","contributorId":56659,"corporation":false,"usgs":true,"family":"Planert","given":"Michael","email":"","affiliations":[],"preferred":false,"id":201059,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28684,"text":"wri8016 - 1980 - Plan of study for the Northern Atlantic Coastal Plain Regional Aquifer System Analysis","interactions":[],"lastModifiedDate":"2012-09-20T17:16:39","indexId":"wri8016","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-16","title":"Plan of study for the Northern Atlantic Coastal Plain Regional Aquifer System Analysis","docAbstract":"Sediments of Cretaceous to Holocene age compose the Northern Atlantic Coastal Plain aquifer system in an area of 50,000 square miles in parts of New York, New Jersey, Delaware, Maryland, Virginia, and North Carolina. The aquifer system is a major source of water supply in the area. About 1.4 billion gallons is withdrawn from its aquifers each day. Increasing withdrawal of ground water has created or intensified several problems such as declining water levels, development of large cones of depression, saltwater intrusion, spreading of ground-water contamination, and land subsidence. The U.S. Geological Survey has begun a comprehensive study that will define the geology, hydrology, and geochemistry of the aquifer system. The effects of future utilization of the aquifer system will be determined and alternative plans for water withdrawal will be evaluated through computer simulation modeling. This report describes the objectives, organization, and work plans of the study, and describes the work to be accomplished in each U.S. Geological Survey District of the study area.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Trenton, NJ","doi":"10.3133/wri8016","usgsCitation":"Meisler, H., 1980, Plan of study for the Northern Atlantic Coastal Plain Regional Aquifer System Analysis: U.S. Geological Survey Water-Resources Investigations Report 80-16, iii; 27 p., https://doi.org/10.3133/wri8016.","productDescription":"iii; 27 p.","numberOfPages":"32","onlineOnly":"Y","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":159067,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_80_16.gif"},{"id":261986,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1980/16/","linkFileType":{"id":5,"text":"html"}},{"id":261987,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/16/pdf/wrir80-16.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Delaware;Maryl;New Jersey;North Carolina;Virginia","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -81,33.666666666666664 ], [ -81,41.333333333333336 ], [ -71.66666666666667,41.333333333333336 ], [ -71.66666666666667,33.666666666666664 ], [ -81,33.666666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68564d","contributors":{"authors":[{"text":"Meisler, Harold","contributorId":34103,"corporation":false,"usgs":true,"family":"Meisler","given":"Harold","email":"","affiliations":[],"preferred":false,"id":200227,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28669,"text":"wri8023 - 1980 - The effects of using ground water to maintain water levels of Cedar Lake, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-20T15:01:02","indexId":"wri8023","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-23","title":"The effects of using ground water to maintain water levels of Cedar Lake, Wisconsin","docAbstract":"<p>Cedar Lake, a kettle lake with no surface inlet or outlet, was studied to evaluate the feasibility of maintaining water levels of lakes in the glaciated kettle moraine area of eastern Wisconsin by pumping ground water into them. The general hydrogeology of the area around the lake was defined and the hydrology of the lake was studied in detail.</p>\n<p>There are two aquifer systems in the Cedar Lake area, and in general, throughout eastern Wisconsin. The shallow aquifer system is composed of unconsolidated glacial drift of Quaternary age and consolidated bedrock of Silurian age. Cedar Lake is located in a local recharge area within this system. The saturated thicknesses of the glacial drift and Silurian dolomite beneath the lake are approximately 100 feet and 500 feet, respectively. This aquifer system is separated from an underlying aquifer system by a layer of shale approximately '200 feet thick that forms an effective barrier to water movement. The deep aquifer system is composed of dolomites and sandstones of Ordovician and Cambrian age whose composite thickness is 600 to 650 feet.</p>\n<p>A water budget was prepared to quantify the components of the hydrologic system of Cedar Lake. Inflow to the lake averaged approximately ^5 inches per water year for the 2-year period October 197^ through September 1976. Inflow consisted of precipitation on the lake surface (28 inches), groundwater seepage to the lake (2 inches), and overland flow (15 inches) to the lake. Outflow averaged approximately U9 inches per year for the same 2- year period. Outflow consisted of evaporation (31 inches) from the lake surface and ground-water seepage from the lake (18 inches).</p>\n<p>A volume of water equivalent to that needed to raise the lake level 1*7 inches was pumped from the shallow aquifer system into Cedar Lake between February 1 and September 30, 1977. The water budget for the lake during this period indicated that approximately 90 percent of pumped water was either recycled from the lake to the well or otherwise lost as seepage from the lake.</p>\n<p>Selected physical and chemical characteristics of the lake water were measured periodically between October 197^ and September 1977- The water temperature ranged between 26&deg;C in August to approximately 2&deg;C in December during each year of the study. The dissolved-oxygen concentration of the water ranged from 13 milligrams per liter at the time ice cover first developed in December to h milligrams per liter at the time ice cover broke up the following April. The total nitrogen concentration of the water varied from 1.0 milligrams per liter during winter to 0.5 milligrams per liter during summer. The total phosphorus concentration of the water was fairly uniform throughout the year, averaging 0.01 milligrams per liter.</p>\n<p>The phytoplankton population was sampled periodically. The total phytoplankton count was small during winter, generally less than 250 cells per milliliter. These phytoplankton were composed of euglenoids, diatoms, green algae, and blue-green algae. The count increased to 50,000 to 100,000 cells per milliliter during summer. One or two species of blue-green algae dominated during these times.</p>\n<p>There were no identifiable changes in measured physical and chemical characteristics of lake water during sustained pumping of ground water into the lake, nor were there identifiable changes in the number or makeup of the phytoplankton community. Differences in physical and chemical characteristics of lake water and ground water added to the lake probably were not great enough to cause changes within the lake.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8023","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"McLeod, R., 1980, The effects of using ground water to maintain water levels of Cedar Lake, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 80-23, iv, 35 p., https://doi.org/10.3133/wri8023.","productDescription":"iv, 35 p.","numberOfPages":"42","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":158361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0023/report-thumb.jpg"},{"id":57507,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0023/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Manitowoc County","otherGeospatial":"Cedar Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -89.74491119384766,\n              42.53082032025189\n            ],\n            [\n              -89.74491119384766,\n              42.63219062985138\n            ],\n            [\n              -89.61410522460938,\n              42.63219062985138\n            ],\n            [\n              -89.61410522460938,\n              42.53082032025189\n            ],\n            [\n              -89.74491119384766,\n              42.53082032025189\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -88.08666229248045,\n              43.87537561373266\n            ],\n            [\n              -88.08666229248045,\n              43.95674218266099\n            ],\n            [\n              -87.98486709594727,\n              43.95674218266099\n            ],\n            [\n              -87.98486709594727,\n              43.87537561373266\n            ],\n            [\n              -88.08666229248045,\n              43.87537561373266\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db63593f","contributors":{"authors":[{"text":"McLeod, R.S.","contributorId":7283,"corporation":false,"usgs":true,"family":"McLeod","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":200201,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29192,"text":"wri8064 - 1980 - Sediment transport of streams tributary to San Francisco, San Pablo, and Suisun Bays, California, 1909-66","interactions":[],"lastModifiedDate":"2015-11-16T11:26:10","indexId":"wri8064","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-64","title":"Sediment transport of streams tributary to San Francisco, San Pablo, and Suisun Bays, California, 1909-66","docAbstract":"<p>A review of historical sedimentation data is presented, results of sediment-data collection for water years 1957-59 are summarized, and long-term sediment-discharge estimates from a preliminary report are updated. Comparison of results based on 3 years of data to those for the 10 water years, 1957-66, provides an indication of the adequacy of the data obtained during the short period to define the long-term relation between sediment transport and streamflow. During 1909-66, sediment was transported to the entire San Francisco Bay system at an average rate of 8.6 million cubic yards per year. The Sacramento and San Joaquin River basins provided about 83% of the sediment inflow to the system annually during 1957-66 and 86% during 1909-66. About 98% of this inflow was measured or estimated at sediment measuring sites. Measured sediment inflow directly to the bays comprised only about 40% of the total discharged by basins directly tributary to the bays. About 90% of the total sediment discharge to the delta and the bays in the San Francisco Bay system thus was determined on the basis of systematic measurements. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey, Water Resources Division","publisherLocation":"Menlo Park, CA","doi":"10.3133/wri8064","collaboration":"Prepared in cooperation with the California Department of Water Resources.","usgsCitation":"Porterfield, G., 1980, Sediment transport of streams tributary to San Francisco, San Pablo, and Suisun Bays, California, 1909-66: U.S. Geological Survey Water-Resources Investigations Report 80-64, ix, 92 p., https://doi.org/10.3133/wri8064.","productDescription":"ix, 92 p.","numberOfPages":"105","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":159416,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri8064.PNG"},{"id":311341,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay, San Pablo Bay, Suisun Bay","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.7777099609375,\n              37.27842385645373\n            ],\n            [\n              -122.7777099609375,\n              38.39764411353181\n            ],\n            [\n              -120.98419189453125,\n              38.39764411353181\n            ],\n            [\n              -120.98419189453125,\n              37.27842385645373\n            ],\n            [\n              -122.7777099609375,\n              37.27842385645373\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbead","contributors":{"authors":[{"text":"Porterfield, George","contributorId":68719,"corporation":false,"usgs":true,"family":"Porterfield","given":"George","email":"","affiliations":[],"preferred":false,"id":201119,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28668,"text":"wri8025 - 1980 - Aquifer tests in the Gallup Sandstone near Yah-ta-hey, New Mexico","interactions":[],"lastModifiedDate":"2019-11-06T15:16:46","indexId":"wri8025","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-25","title":"Aquifer tests in the Gallup Sandstone near Yah-ta-hey, New Mexico","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8025","usgsCitation":"McLean, J., 1980, Aquifer tests in the Gallup Sandstone near Yah-ta-hey, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 80-25, vi, 25 p. , https://doi.org/10.3133/wri8025.","productDescription":"vi, 25 p. ","costCenters":[],"links":[{"id":158360,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0025/report-thumb.jpg"},{"id":369019,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1980/0025/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","city":"Yah-ta-hey","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -108.78833770751953,\n              35.62074465310117\n            ],\n            [\n              -108.77117156982422,\n              35.62074465310117\n            ],\n            [\n              -108.77117156982422,\n              35.632465305793744\n            ],\n            [\n              -108.78833770751953,\n              35.632465305793744\n            ],\n            [\n              -108.78833770751953,\n              35.62074465310117\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679f23","contributors":{"authors":[{"text":"McLean, J. S.","contributorId":48589,"corporation":false,"usgs":true,"family":"McLean","given":"J. S.","affiliations":[],"preferred":false,"id":200200,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29213,"text":"wri8047 - 1980 - Preliminary investigation of a shallow ground-water flow system associated with Connetquot Brook, Long Island, New York","interactions":[],"lastModifiedDate":"2013-02-28T07:54:59","indexId":"wri8047","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-47","title":"Preliminary investigation of a shallow ground-water flow system associated with Connetquot Brook, Long Island, New York","docAbstract":"Under natural conditions, about 95 percent of the flow in Long Island streams is derived from ground-water seepage. The ground-water system that feeds the streams is a shallow subsystem that overlies the regional subsurface flow system. The Connetquot Brook basin was selected for study because it has not been appreciably affected by urbanization. Studies in the basin indicate that the shallow ground-water flow system circulates to a depth of less than 30 feet below the stream channel. Directly beneath the stream, shallow ground-water flow is upward toward the stream channel, but elsewhere in the basin it is predominantly horizontal. Relatively large increases in head with depth in the first 3 feet below the streambed suggest local differences in hydraulic conductivity or in size of area through which the water flows, or both. Water-table contour maps of the area adjacent to Connetquot River for September 1977 and March 1978 indicate that the shape of the water table and the direction of flow lines change seasonally. Variations in ground-water levels and gradients directly affect the rates of ground-water seepage to the stream. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri8047","usgsCitation":"Prince, K.R., 1980, Preliminary investigation of a shallow ground-water flow system associated with Connetquot Brook, Long Island, New York: U.S. Geological Survey Water-Resources Investigations Report 80-47, iv, 37 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8047.","productDescription":"iv, 37 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268522,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0047/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696cc0","contributors":{"authors":[{"text":"Prince, Keith R. krprince@usgs.gov","contributorId":1413,"corporation":false,"usgs":true,"family":"Prince","given":"Keith","email":"krprince@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":201157,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29217,"text":"wri8055 - 1980 - Permeability of covers over low-level radioactive-waste burial trenches, West Valley, Cattaraugus County, New York","interactions":[],"lastModifiedDate":"2013-02-28T07:55:56","indexId":"wri8055","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-55","title":"Permeability of covers over low-level radioactive-waste burial trenches, West Valley, Cattaraugus County, New York","docAbstract":"Among the facilities at the Western New York Nuclear Service Center, near the hamlet of West Valley in the northern part of Cattaraugus County, N.Y., is a State-licensed burial ground for commercial low-level radioactive wastes. The 11-acre burial ground contains a series of trenches excavated in a silty-clay till of low permeability that contains scattered pods of silt, sand, and gravel. Gas pressure in the unsaturated parts of radioactive waste burial trenches responds to fluctuations in atmospheric pressure. Measurements of atmospheric pressure and the differential pressure between the trench gas and the atmosphere on several dates in 1977-78 were used to calculate hydraulic conductivity of the reworked silty-clay till that covers the trenches. Generally the hydraulic conductivity of covers over trenches that had a history of rapidly rising water levels are higher, at least seasonally, than covers over trenches in which the water level remained low. This supports the hypothesis that recharge occurs through the cover, presumably through fractures caused by desiccation and (or) subsidence. Hydraulic conductivities of the cover as calculated from gas- and air-pressure measurements at several trenches were 100 to 1,000 times greater than those calculated from the increase in water levels in the trenches. This difference suggests that the values obtained from the air- and gas-pressure measurements need to be adjusted and at present are not directly usable in ground-water flux calculations. The difference in magnitude of values may be caused by rapidly decreasing hydraulic conductivity during periods of recharge or by the clogging of fractures with sediment washed in by runoff. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri8055","usgsCitation":"Prudic, D.E., 1980, Permeability of covers over low-level radioactive-waste burial trenches, West Valley, Cattaraugus County, New York: U.S. Geological Survey Water-Resources Investigations Report 80-55, v, 35 p. :ill., 1 map ;28 cm., https://doi.org/10.3133/wri8055.","productDescription":"v, 35 p. :ill., 1 map ;28 cm.","costCenters":[],"links":[{"id":159350,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":268524,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0055/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db68840f","contributors":{"authors":[{"text":"Prudic, David E. deprudic@usgs.gov","contributorId":3430,"corporation":false,"usgs":true,"family":"Prudic","given":"David","email":"deprudic@usgs.gov","middleInitial":"E.","affiliations":[{"id":465,"text":"Nevada Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201161,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29231,"text":"wri8022 - 1980 - Hydrology of selected basins in the Warrior coal field, Alabama — A progress report","interactions":[],"lastModifiedDate":"2022-01-25T21:18:47.917945","indexId":"wri8022","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-22","title":"Hydrology of selected basins in the Warrior coal field, Alabama — A progress report","docAbstract":"<p>Hydrologic data are being collected in four basins in the Warrior coal field in Alabama to provide baseline information to aid in determining the effect mining will have on water resources. Basins monitored are in two different geologic and hydrologic environments. Two basins are underlain predominantly by relatively impermeable indurated rocks in the Pottsville Formation of Pennsylvanian age. The two remaining basins are underlain predominantly by unconsolidated permeable rocks in the Coker Formation of Late Cretaceous age. Well yields from the Pottsville Formation generally range from 0 to 0.3 liter per second, whereas well yields from the Coker Formation generally range form 0.3 to 6.4 liters per second. Streamflow distribution reflects seasonal precipitation. Storm runoff is characterized by sharply concentrated flows of short duration that rapidly recede to low-flow conditions. Streams draining basins underlain chiefly by the Pottsville Formation frequently go dry, whereas those draining basins underlain chiefly by the Coker Formation have well sustained low flows. Water in the Pottsville Formation is slightly acidic and moderately hard to very hard. Dissolved solids concentrations ranged from 176 to 268 milligrams per liter. Water in the Coker Formation is soft, far less mineralized, and more acidic than water in the Pottsville. Surface water is generally soft, acidic and low in dissolved solids concentrations. Water in streams draining basins underlain chiefly by the Pottsville Formation was slightly more mineralized and less acidic than water in streams draining the Coker Formation.&nbsp;</p>","language":"English","publisher":"Geological Survey (U.S.)","doi":"10.3133/wri8022","usgsCitation":"Puente, C., Newton, J.G., and Hill, T.J., 1980, Hydrology of selected basins in the Warrior coal field, Alabama — A progress report: U.S. Geological Survey Water-Resources Investigations Report 80-22, vii, 62 p., https://doi.org/10.3133/wri8022.","productDescription":"vii, 62 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":394841,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35396.htm"},{"id":159124,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1980/0022/report-thumb.jpg"},{"id":92274,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0022/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama","otherGeospatial":"Warrior coal field","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.5467,\n              33.327\n            ],\n            [\n              -87.344,\n              33.327\n            ],\n            [\n              -87.344,\n              33.599\n            ],\n            [\n              -87.5467,\n              33.599\n            ],\n            [\n              -87.5467,\n              33.327\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db602066","contributors":{"authors":[{"text":"Puente, Celso","contributorId":36140,"corporation":false,"usgs":true,"family":"Puente","given":"Celso","email":"","affiliations":[],"preferred":false,"id":201188,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Newton, John G.","contributorId":22323,"corporation":false,"usgs":true,"family":"Newton","given":"John","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201187,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Hill, Thomas J.","contributorId":13270,"corporation":false,"usgs":true,"family":"Hill","given":"Thomas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":201186,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30487,"text":"wri8092 - 1980 - Geohydrology of the Delta-Clearwater area, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:09:01","indexId":"wri8092","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"80-92","title":"Geohydrology of the Delta-Clearwater area, Alaska","docAbstract":"The alluvial aquifer in the Delta-Clearwater area, Alaska, is composed of lenticular, interbedded deposits of silt, sand, and gravel. Ground water occurs under both confined and unconfined conditions in the area. The potentiometric surface slopes approximately northward at gradients ranging from about 1 to 25 feet per mile. The aquifer is recharge by seepage through the streambeds of rivers and creeks and by infiltration of precipitation. Water is discharged from the aquifer into the Clearwater Creek network and Clearwater Lake, which are almost entirely spring-fed, at the mouth of the Delta River, and into the Tanana River along the northern boundary of the study area. Year-round ground-water discharge from the aquifer is estimated to exceed 1,200 cubic feet per second. The following ground-water flow system is hypothesized: Channel losses from the Gerstle River, several small creeks draining the Alaska Range, and the Tanana River to the east of Clearwater Creek recharge the sections of the aquifer discharging at the Clearwater Creek network. Channel losses from the Delta River and Jarvis Creek are the main source of recharge to the sections of the aquifer discharging in the vicinity of Clearwater Lake and Big Delta. Additional work is needed to verify these hypotheses. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri8092","usgsCitation":"Wilcox, D.E., 1980, Geohydrology of the Delta-Clearwater area, Alaska: U.S. Geological Survey Water-Resources Investigations Report 80-92, iv, 26 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri8092.","productDescription":"iv, 26 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":160004,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b20e4b07f02db6abdc1","contributors":{"authors":[{"text":"Wilcox, Dorothy E.","contributorId":95925,"corporation":false,"usgs":true,"family":"Wilcox","given":"Dorothy","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203336,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
]}