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,{"id":28650,"text":"wri914002 - 1991 - Measurement of streamflow gains and losses on Mission Creek at Santa Barbara, California; July and September 1987","interactions":[],"lastModifiedDate":"2023-01-04T21:37:21.543336","indexId":"wri914002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"91-4002","title":"Measurement of streamflow gains and losses on Mission Creek at Santa Barbara, California; July and September 1987","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri914002","usgsCitation":"McFadden, M.C., Polinoski, K.G., and Martin, P.M., 1991, Measurement of streamflow gains and losses on Mission Creek at Santa Barbara, California; July and September 1987: U.S. Geological Survey Water-Resources Investigations Report 91-4002, iv, 15 p., https://doi.org/10.3133/wri914002.","productDescription":"iv, 15 p.","costCenters":[],"links":[{"id":411386,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_47446.htm","linkFileType":{"id":5,"text":"html"}},{"id":57493,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119792,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4002/report-thumb.jpg"}],"country":"United States","state":"California","city":"Santa Barbara","otherGeospatial":"Mission Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -119.6778,\n              34.4778\n            ],\n            [\n              -119.75,\n              34.4778\n            ],\n            [\n              -119.75,\n              34.4083\n            ],\n            [\n              -119.6778,\n              34.4083\n            ],\n            [\n              -119.6778,\n              34.4778\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6111f9","contributors":{"authors":[{"text":"McFadden, M. C.","contributorId":58311,"corporation":false,"usgs":true,"family":"McFadden","given":"M.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200173,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Polinoski, K. G.","contributorId":85995,"corporation":false,"usgs":true,"family":"Polinoski","given":"K.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200174,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Martin, P. M.","contributorId":39003,"corporation":false,"usgs":true,"family":"Martin","given":"P.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200172,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26783,"text":"wri904081 - 1991 - Hydrogeology and simulation of ground-water flow in the Rochester area, southeastern Minnesota, 1987-88","interactions":[],"lastModifiedDate":"2016-05-06T12:00:06","indexId":"wri904081","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"90-4081","title":"Hydrogeology and simulation of ground-water flow in the Rochester area, southeastern Minnesota, 1987-88","docAbstract":"<p>Ground-water flow in the St. Peter-Prairie du Chien-Jordan aquifer was studied in a 700 square-mile area surrounding Rochester, Minnesota. The aquifer consisting of sandstone, limestone, and dolomite is locally confined by the Decorah-Platteville-Glenwood sequence of shales and limestones. Regional flow in the aquifer is from a ground-water divide on the western, southern, and eastern sides of the city toward various rivers. A 140-square-mile area of the aquifer is a source of water supply for the Rochester area.</p>\n<p>A cone of depression in the potentiometric surface of the aquifer throughout most of the year is centered around high-capacity (greater than about 200 gallons per minute) wells in downtown Rochester. The cone covered an area of about 2.3 square miles in August 1988.</p>\n<p>Most streams in the area gain water from the ground-water system. One reach of the South Fork Zumbro River, however, loses water to the system. This loss is probably caused by the pumping of nearby high-capacity wells.</p>\n<p>A ground-water-flow model was used to simulate the effects of an extended drought near Rochester. Conclusions based on the simulations are that (1) reduced recharge and increased pumping, conditions that could exist during a 3-year drought, would probably lower water levels 5 to 10 feet regionally and more than 30 feet in the city; (2) pumping of six additional municipal wells on the perimeter of the city would lower regional water levels about 1 to 5 feet; and (3) that water levels would recover 1 to 18 feet if pumping from six municipal wells in downtown Rochester were discontinued.</p>\n<p>The area encompasses five recharge zones that can be delineated on the basis of recharge rate. About 54 percent of recharge to the aquifer in the area contributing water to Rochester is from a zone along the edge of the Decorah-Platteville-Glenwood confining unit. About 10 percent of recharge in this contributing area is to the sewered area of Rochester.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri904081","collaboration":"Prepared in cooperation with the City of Rochester, Minnesota","usgsCitation":"Delin, G., 1991, Hydrogeology and simulation of ground-water flow in the Rochester area, southeastern Minnesota, 1987-88: U.S. Geological Survey Water-Resources Investigations Report 90-4081, vi, 102 p., https://doi.org/10.3133/wri904081.","productDescription":"vi, 102 p.","numberOfPages":"108","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":119097,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1990/4081/report-thumb.jpg"},{"id":55668,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1990/4081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92.666667,\n              44.166667\n            ],\n            [\n              -92.125,\n              44.166667\n            ],\n            [\n              -92.125,\n              43.85\n            ],\n            [\n              -92.43,\n              43.85\n            ],\n            [\n              -92.43,\n              43.83\n            ],\n            [\n              -92.69,\n              43.83\n            ],\n            [\n              -92.69,\n              43.85\n            ],\n            [\n              -92.666667,\n              43.85\n            ],\n            [\n              -92.666667,\n              44.166667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db625298","contributors":{"authors":[{"text":"Delin, G. N.","contributorId":12834,"corporation":false,"usgs":true,"family":"Delin","given":"G. N.","affiliations":[],"preferred":false,"id":196994,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":21122,"text":"ofr91429 - 1991 - Preliminary geologic map of the North Peak Quadrangle, Humboldt and Lander counties, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr91429","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"91-429","title":"Preliminary geologic map of the North Peak Quadrangle, Humboldt and Lander counties, Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr91429","usgsCitation":"Theodore, T., 1991, Preliminary geologic map of the North Peak Quadrangle, Humboldt and Lander counties, Nevada: U.S. Geological Survey Open-File Report 91-429, 11 leaves :ill., map ;28 cm., https://doi.org/10.3133/ofr91429.","productDescription":"11 leaves :ill., map ;28 cm.","costCenters":[],"links":[{"id":108880,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_18133.htm","linkFileType":{"id":5,"text":"html"},"description":"18133"},{"id":153014,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1991/0429/report-thumb.jpg"},{"id":50711,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1991/0429/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50712,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1991/0429/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67af44","contributors":{"authors":[{"text":"Theodore, Ted G.","contributorId":57840,"corporation":false,"usgs":true,"family":"Theodore","given":"Ted G.","affiliations":[],"preferred":false,"id":183878,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28464,"text":"wri914092 - 1991 - Analysis of the ground-water flow system, geochemistry, and underseepage in the vicinity of the Red Rock Dam near Pella, Iowa","interactions":[],"lastModifiedDate":"2016-03-11T14:16:33","indexId":"wri914092","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1991","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":"91-4092","title":"Analysis of the ground-water flow system, geochemistry, and underseepage in the vicinity of the Red Rock Dam near Pella, Iowa","docAbstract":"<p>The U.S. Army Corps of Engineers operates the Red Rock Dam on the Des Moines River in Marion County, Iowa. The dam consists of a gravity concrete control structure between two earthen embankments and has an impoundment storage capacity of 1,700,000 acre-feet. Since the impoundment of Lake Red Rock commenced during 1969, water seepage beneath the dam has been significant enough to cause continuing investigation by the Corps of Engineers of its source and implications.</p>\n<p>The St. Louis Limestone, which consists of interbedded sandstones and carbonates with solution collapse features resulting from partial removal of a basal evaporite zone, forms the bedrock foundation of the dam in the river valley. The soluble gypsum and anhydrite in the evaporite zone have the potential to be removed in greater quantity with increasing seepage velocities and volumes. Solution channels may develop as material is removed from the bedrock foundation, which could result in the collapse of overlying strata, thereby threatening the integrity of the earthen dam.</p>\n<p>The potentiometric surface in the overburden on the southwest side of the dam has an extremely steep hydraulic gradient from the reservoir through the dam to the downstream observation wells, which implies expected small permeability and minimal seepage through the dam and embankment materials. A lesser hydraulic gradient exists on the northeast side of the dam, which could indicate excessive seepage through embankment material from larger than expected hydraulic conductivity or underseepage through bedrock. Statistical analysis of water-level changes in the reservoir and in observation wells completed in the evaporite stratigraphic horizon on the northeast side of the dam indicates a hydraulic connection between the reservoir and the wells.</p>\n<p>Direct evidence of the existence of a connection between the reservoir and the ground-water system is provided by chloride concentration data. Maximum chloride concentrations occurred in the reservoir water in the early spring of 1989. Chloride concentrations reached a maximum in ground water from bedrock and overburden observation wells on the northeast side of the dam 1 to 4 months after their maximum in the reservoir. Underseepage of reservoir water occurs through the basal evaporite zone of the St. Louis Limestone and through the glacial sands in the northeast bluff between the bedrock surface and the base of the dam fill.</p>\n<p>The increased hydraulic head imposed on the system by the impounded waters of Lake Red Rock causes recharge and flow to the deeper bedrock aquifers in the immediate vicinity of the dam. This effect is manifested in the observation wells along and downstream from the dam axis, implying flow through the grout curtain in the bedrock foundation of the dam. There is potential for dissolution of the gypsum and anhydrite in the bedrock foundation, because reservoir water and shallow ground water in the vicinity of the dam are undersaturated with respect to these evaporite minerals.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri914092","collaboration":"Prepared in cooperation with U.S. Army Corps of Engineers (Rock Island District)","usgsCitation":"Lucey, K., 1991, Analysis of the ground-water flow system, geochemistry, and underseepage in the vicinity of the Red Rock Dam near Pella, Iowa: U.S. Geological Survey Water-Resources Investigations Report 91-4092, viii, 68 p.: ill., maps; 28 cm., https://doi.org/10.3133/wri914092.","productDescription":"viii, 68 p.: ill., maps; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":57266,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1991/4092/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57267,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1991/4092/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119672,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1991/4092/report-thumb.jpg"}],"country":"United States","state":"Iowa","otherGeospatial":"Red Rock dam","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -93.27941894531249,\n              41.33866932357444\n            ],\n            [\n              -93.27941894531249,\n              41.49880677999689\n            ],\n            [\n              -92.95326232910156,\n              41.49880677999689\n            ],\n            [\n              -92.95326232910156,\n              41.33866932357444\n            ],\n            [\n              -93.27941894531249,\n              41.33866932357444\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db68012a","contributors":{"authors":[{"text":"Lucey, K.J.","contributorId":70002,"corporation":false,"usgs":true,"family":"Lucey","given":"K.J.","email":"","affiliations":[],"preferred":false,"id":199846,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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