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,{"id":30386,"text":"wri78132 - 1978 - Map showing low-flow frequency of Minnesota streams","interactions":[],"lastModifiedDate":"2023-12-14T19:14:35.551888","indexId":"wri78132","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-132","title":"Map showing low-flow frequency of Minnesota streams","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78132","collaboration":"Prepared in cooperation with the Minnesota Department of Resources","usgsCitation":"Warne, S.A., 1978, Map showing low-flow frequency of Minnesota streams: U.S. Geological Survey Water-Resources Investigations Report 78-132, Document: 1 p.; Plate: 44.45 x 29.23 inches, https://doi.org/10.3133/wri78132.","productDescription":"Document: 1 p.; Plate: 44.45 x 29.23 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":423577,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35227.htm","linkFileType":{"id":5,"text":"html"}},{"id":95843,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0132/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":95842,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0132/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160916,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0132/report-thumb.jpg"}],"country":"United 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A.","contributorId":32206,"corporation":false,"usgs":true,"family":"Warne","given":"S.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203163,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28914,"text":"wri7848 - 1978 - Hydrology of the Nevin Wetland near Madison, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-21T10:00:02","indexId":"wri7848","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-48","title":"Hydrology of the Nevin Wetland near Madison, Wisconsin","docAbstract":"<p>The 120-acre Nevin wetland at the south edge of Madison, Wis., is a discharge area of the local ground-water system. A hydrologic unit composed of drift and the upper part of an underlying sandstone sequence provides ground-water inflow. Ground water enters as springflow and as leakage upward through the organic wetland soils.</p>\n<p>The average annual water budget for the wetland was based on the 3 years 1974 through 1976. Although 1976 and 1975 were years of more than average precipitation, and 1976 was a year of less than average precipitation, the 3-year average precipitation was only slightly less than the long-term average. Inflow was composed of direct precipitation (7 percent), surfacewater inflow from the adjacent uplands (h percent), and ground-water inflow (89 percent). Ground-water inflow included springflow, upward leakage, and flow from artesian wells used in the Nevin State Fish Hatchery and discharged as effluent. Outflow was composed of streamflow (92 percent) and evapotranspiration (8 percent). The amount of water stored in the organic soils varied by only 1 inch during the study. Some ground water flowed beneath the wetland but did not discharge within the study area.</p>\n<p>Nutrients were contained in ground-water inflow, surface-water inflow, and precipitation. Ninety-five percent of the nitrogen that entered the wetland (1974 through 1976) entered in ground-water inflow, which included the hatchery discharge. Two percent was from precipitation, and 3 percent entered in surface-water inflow. Sixty-six percent of the phosphorus input was from ground water, 31 percent from surface water, and 3 percent from precipitation. Some nutrients were retained because only 79 percent as much nitrogen and 93 percent as much phosphorus left the wetland in streamflow as entered it.</p>\n<p>Sediment was also retained. Only 20 percent as much sediment (1974 through 1976) left the wetland in streamflow as entered it. Sediment was deposited where surface-water inflow from upland areas flowed onto the wetland surface and along stream channels.</p>\n<p>Inflows and outflows are quantified, and nutrient and sediment sources are identified, with the result that the effect of proposed land-use changes in the basin can be evaluated. Land-use practices that affect the wetland include drainage, urbanization, and water-supply development. Additional ground-water supplies can be obtained in the basin, but springflow and upward leakage of ground water through the organic soils will decrease.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7848","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Novitzki, R., 1978, Hydrology of the Nevin Wetland near Madison, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 78-48, v, 25 p., https://doi.org/10.3133/wri7848.","productDescription":"v, 25 p.","numberOfPages":"30","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":57786,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0048/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121741,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0048/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane","otherGeospatial":"Nevin Wetland, Nine Springs Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.0094,43.286],[-89.0084,43.2555],[-89.0094,43.2],[-89.01,43.1131],[-89.0109,43.0849],[-89.0107,43.0271],[-89.0132,42.9353],[-89.013,42.8762],[-89.0119,42.8471],[-89.132,42.8479],[-89.2488,42.8478],[-89.3689,42.8484],[-89.3688,42.8575],[-89.4832,42.858],[-89.6026,42.8575],[-89.7196,42.8587],[-89.8377,42.8598],[-89.8375,42.9471],[-89.8386,43.0317],[-89.8384,43.1181],[-89.8394,43.205],[-89.8325,43.2123],[-89.825,43.2187],[-89.8175,43.226],[-89.8125,43.2342],[-89.8088,43.2369],[-89.8012,43.2365],[-89.7874,43.2356],[-89.771,43.237],[-89.7579,43.2379],[-89.7529,43.2443],[-89.7485,43.2507],[-89.7391,43.2548],[-89.7259,43.2644],[-89.7171,43.2739],[-89.714,43.2821],[-89.7165,43.2867],[-89.7235,43.2935],[-89.7209,43.2935],[-89.6008,43.2932],[-89.4819,43.2942],[-89.3617,43.2954],[-89.3624,43.2832],[-89.246,43.2834],[-89.1271,43.2827],[-89.0094,43.286]]]},\"properties\":{\"name\":\"Dane\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ca0","contributors":{"authors":[{"text":"Novitzki, R.P.","contributorId":73986,"corporation":false,"usgs":true,"family":"Novitzki","given":"R.P.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200611,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29418,"text":"wri7833 - 1978 - Areas subject to inundation by the 100-year flood in Avra Valley, Pima County, Arizona","interactions":[],"lastModifiedDate":"2019-07-23T11:45:50","indexId":"wri7833","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-33","title":"Areas subject to inundation by the 100-year flood in Avra Valley, Pima County, Arizona","docAbstract":"Avra Valley in Pima County, Arizona, is sparsely populated and is used mainly for agriculture and cattle grazing; however, its proximity to Tucson makes it desirable for urban development. Administrators and planners concerned with future land development may use the map report to determine the approximate areas that are subject to inundation by the 100-year flood. Avra Valley is drained mainly by Brawley Wash; Blanco Wash drains the west side of the valley. Most of the natural drainage system consists of small braided channels bordered by narrow bands of dense vegetation, which cause floodwater to spread over wide areas of shallow depths. During the 100-year flood, the areas inundated by Brawley and Blanco Washes may join in several places. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7833","usgsCitation":"Roeske, R., 1978, Areas subject to inundation by the 100-year flood in Avra Valley, Pima County, Arizona: U.S. Geological Survey Water-Resources Investigations Report 78-33, 1 Plate: 36.54 x 39.20 inches, https://doi.org/10.3133/wri7833.","productDescription":"1 Plate: 36.54 x 39.20 inches","costCenters":[],"links":[{"id":159720,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0033/report-thumb.jpg"},{"id":365855,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0033/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona ","county":"Pima County","otherGeospatial":"Avra Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -111.33991241455078,\n              32.41735615017762\n            ],\n            [\n              -111.29596710205077,\n              32.41735615017762\n            ],\n            [\n              -111.29596710205077,\n              32.4515485748787\n            ],\n            [\n              -111.33991241455078,\n              32.4515485748787\n            ],\n            [\n              -111.33991241455078,\n              32.41735615017762\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db673003","contributors":{"authors":[{"text":"Roeske, R.H.","contributorId":72366,"corporation":false,"usgs":true,"family":"Roeske","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":201497,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29191,"text":"wri7820 - 1978 - Sediment transport in the Feather River, Lake Oroville to Yuba City, California","interactions":[],"lastModifiedDate":"2017-11-17T09:27:35","indexId":"wri7820","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-20","title":"Sediment transport in the Feather River, Lake Oroville to Yuba City, California","docAbstract":"<p>Regulation of the Feather River by Oroville Dam and reservoir in northeast California (beginning in 1967) changed the streamflow and sediment discharge downstream from the dam. Changes in channel geometry to adjust to the new regimen were still in process in 1975. Streamflow and sediment concentration and discharge had decreased. Median streamflow at Feather River near Gridley and Feather River at Yuba City, 27 miles and 49 miles downstream from the dam, had not changed, although the frequency of flow rates less than median increased and the frequency of flow rates greater than median, and which transport most sediment, decreased. Sediment-transport data indicate an increase in sediment yield from the 1965-67 period to the 1968-75 period in the basin downstream from Gridley to Yuba City , although the quantity of sediment transported was reduced owing to removal of sediment by Oroville Dam and to reduced streamflow. The increase in yield, assuming no change in tributary inflow, may be attributed partly to channel erosion accelerated by the clear-water releases and to the change in frequency and magnitude of flow rates.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7820","collaboration":"Prepared in cooperation with the California Department of Water Resources","usgsCitation":"Porterfield, G., Busch, R.D., and Waananen, A.O., 1978, Sediment transport in the Feather River, Lake Oroville to Yuba City, California: U.S. Geological Survey Water-Resources Investigations Report 78-20, vi, 73 p., https://doi.org/10.3133/wri7820.","productDescription":"vi, 73 p.","costCenters":[],"links":[{"id":159412,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0020/report-thumb.jpg"},{"id":349043,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122,\n              38.5\n            ],\n            [\n              -120,\n              38.5\n            ],\n            [\n              -120,\n              40.5\n            ],\n            [\n              -122,\n              40.5\n            ],\n            [\n              -122,\n              38.5\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbedb","contributors":{"authors":[{"text":"Porterfield, George","contributorId":68719,"corporation":false,"usgs":true,"family":"Porterfield","given":"George","email":"","affiliations":[],"preferred":false,"id":201118,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Busch, Robert D.","contributorId":48217,"corporation":false,"usgs":true,"family":"Busch","given":"Robert","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":201117,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Waananen, Arvi O.","contributorId":34904,"corporation":false,"usgs":true,"family":"Waananen","given":"Arvi","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":201116,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":29436,"text":"wri7840 - 1978 - Maps showing ground-water conditions in the western part of the Salt River Valley area, Maricopa County, Arizona, 1977","interactions":[],"lastModifiedDate":"2026-04-10T18:06:47.864991","indexId":"wri7840","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-40","title":"Maps showing ground-water conditions in the western part of the Salt River Valley area, Maricopa County, Arizona, 1977","docAbstract":"<p>In 1976 about 1.68 million acre-feet of ground water was pumped in the Salt River Valley. Since 1923, more than 73 million acre-feet has been withdrawn, which has resulted in a general decline in water levels. Water levels in the western part of the Salt River Valley area have declined as much as 350 feet. Information on the maps includes altitude of the water level, depth to water, change in water level (1923-77), and irrigated area. Long-term hydrographs of the water level in selected wells, a table of historical pumpage, and a brief discussion of the chemical quality of the ground water are included also.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7840","usgsCitation":"Ross, P.P., 1978, Maps showing ground-water conditions in the western part of the Salt River Valley area, Maricopa County, Arizona, 1977: U.S. Geological Survey Water-Resources Investigations Report 78-40, 2 Maps, https://doi.org/10.3133/wri7840.","productDescription":"2 Plates: 32.29 x 33.49 inches and 32.43 x 33.49 inches","costCenters":[],"links":[{"id":502709,"rank":3,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/wri/1978/0040/sheet-2.pdf","text":"Sheet 2","linkFileType":{"id":1,"text":"pdf"}},{"id":502708,"rank":2,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/wri/1978/0040/sheet-1.pdf","text":"Sheet 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P.","contributorId":78742,"corporation":false,"usgs":true,"family":"Ross","given":"P.","middleInitial":"P.","affiliations":[],"preferred":false,"id":201524,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29138,"text":"wri77109 - 1978 - Methods of estimating recharge to the Floridan aquifer in northeast Florida","interactions":[],"lastModifiedDate":"2019-08-05T11:00:22","indexId":"wri77109","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-109","title":"Methods of estimating recharge to the Floridan aquifer in northeast Florida","docAbstract":"Recharge to the principal artesian aquifer in a six-county area in northeast Florida was calculated using closed contour methods , water budgets, and formulas for computing leakage through confining beds. Each estimate was tested in a computer model of groundwater flow to see which estimate was best. Calculations of flow medway between the 24- and 21-meter potentiometric contours show a total flow of 164,000 cubic meters per day, a significant part ofm which must be recharged within the closed 24-meter controur. Flow midway between the 18- and 15-meter contours was calculated to be 342,000 cubic meters per day. A water budget for the same area in water year 1972 indicates a potential recharge rate of 2,570,000 cubic meters per day. Digital modeling of ground-water flow in northeast Florida shows that the recharge rate calculated by closed contour is insufficient to balance the natural discharge of the regional ground-water system, whereas the rate calculated from water budgets is too great. Therefore, the best way to simulate the recharge mechanism of the northeast Florida flow model may be with a constant head boundary, rather than with constant flux. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77109","usgsCitation":"Phelps, G.G., 1978, Methods of estimating recharge to the Floridan aquifer in northeast Florida: U.S. Geological Survey Water-Resources Investigations Report 77-109, iv, 19 p., https://doi.org/10.3133/wri77109.","productDescription":"iv, 19 p.","costCenters":[],"links":[{"id":366222,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0109/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159377,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0109/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Northeast Florida","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -81.990966796875,\n              29.248063243796576\n            ],\n            [\n              -81.134033203125,\n              29.248063243796576\n            ],\n            [\n              -81.134033203125,\n              30.798474179567823\n            ],\n            [\n              -81.990966796875,\n              30.798474179567823\n            ],\n            [\n              -81.990966796875,\n              29.248063243796576\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62bcdb","contributors":{"authors":[{"text":"Phelps, G. G.","contributorId":82346,"corporation":false,"usgs":true,"family":"Phelps","given":"G.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":201003,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28811,"text":"wri7857 - 1978 - Flood profiles for Peace River, south-central Florida","interactions":[],"lastModifiedDate":"2013-08-12T12:17:09","indexId":"wri7857","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-57","title":"Flood profiles for Peace River, south-central Florida","docAbstract":"This report presents flood heights and profiles for a 70-mile reach of Peace River from Bartow to Arcadia, Fla. The flood heights were calculated using the U.S. Geological Survey step-backwater model. Profiles were prepared for floods having expected recurrence intervals of 2, 2.33, 5, 10, 25, 50, 100, 200, and 500 years. Flood-peak discharges used in the step-backwater analyses were determined by weighting stream gaging-station data with data from a regional analysis. Land-surface elevation data for 183 cross sections - including values of Manning 's roughness coefficient - also were used in the backwater analysis. Flood height data are generally accurate to + or - 0.5 foot. They indicate that most roads and two bridges in the study reach will be inundated by some of the floods evaluated. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7857","usgsCitation":"Murphy, W.R., Hammett, K., and Reeter, C.V., 1978, Flood profiles for Peace River, south-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-57, iv, 35 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri7857.","productDescription":"iv, 35 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":159254,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0057/report-thumb.jpg"},{"id":276468,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0057/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d5e4b07f02db5ddbe7","contributors":{"authors":[{"text":"Murphy, W. R. Jr.","contributorId":72355,"corporation":false,"usgs":true,"family":"Murphy","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200434,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hammett, K.M.","contributorId":59006,"corporation":false,"usgs":true,"family":"Hammett","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":200433,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reeter, C. V.","contributorId":97154,"corporation":false,"usgs":true,"family":"Reeter","given":"C.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":200435,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":30340,"text":"wri7830 - 1978 - Effects of land use and water management on water quality in the western South New River Canal basin: southeast Florida, 1974-75","interactions":[],"lastModifiedDate":"2019-11-13T10:27:30","indexId":"wri7830","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-30","title":"Effects of land use and water management on water quality in the western South New River Canal basin: southeast Florida, 1974-75","docAbstract":"The South New River Canal (C-11) basin between water-control structures S-9 and S-13 is an area that is primarily undeveloped and the system of waterways within the basin is highly controlled for water-management purposes. Most of the recharge to the canals is by induced ground-water inflow and seepage. The chemical character of the surface and ground waters in inundated areas is mixed calcium-bicarbonate and sodium-chloride type. Inorganic nitrogen concentrations in surface waters are slightly higher in developed areas than in undeveloped areas. Concentrations of inorganic nitrogen in ground water in drained areas are 2-4 times greater than in undeveloped inundated areas. Average orthophosphate concentrations are uniformly low (0.01 to 0.03 milligrams per liter) throughout the basin. Total residue concentrations are fairly uniform throughout the basin and fluctuate primarily in response to hydrologic conditions. Runoff and load-discharge indices indicated that the loads of inorganic nitrogen, total residue, and phosphorus, and the discharge per unit of land drained were uniform throughout most of the basin. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7830","usgsCitation":"Waller, B., 1978, Effects of land use and water management on water quality in the western South New River Canal basin: southeast Florida, 1974-75: U.S. Geological Survey Water-Resources Investigations Report 78-30, v, 56 p. , https://doi.org/10.3133/wri7830.","productDescription":"v, 56 p. ","costCenters":[],"links":[{"id":159302,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"South New River Canal basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -80.21942138671875,\n              26.04999729224954\n            ],\n            [\n              -80.19950866699219,\n              26.04999729224954\n            ],\n            [\n              -80.19950866699219,\n              26.069736109561056\n            ],\n            [\n              -80.21942138671875,\n              26.069736109561056\n            ],\n            [\n              -80.21942138671875,\n              26.04999729224954\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611d5d","contributors":{"authors":[{"text":"Waller, B.G.","contributorId":75970,"corporation":false,"usgs":true,"family":"Waller","given":"B.G.","email":"","affiliations":[],"preferred":false,"id":203087,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28810,"text":"wri77115 - 1978 - Flood profiles for lower Brooker Creek, west-central Florida","interactions":[],"lastModifiedDate":"2025-01-13T19:16:23.725943","indexId":"wri77115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-115","title":"Flood profiles for lower Brooker Creek, west-central Florida","docAbstract":"<p>Flood heights are computed for a range of recurrence intervals for a 12.6 mile reach of Brooker Creek, beginning at the mouth at Lake Tarpon. A Geological Survey step-backwater computer program, E431, was used in these analyses using: (1) Stream and valley cross-section geometry and roughness data; (2) Recurrence interval flood-peak discharges; (3) Recurrence interval starting elevations; (4) Gaging station stage-discharge relations. Flood heights may be plotted versus distance above stream mouth and connected to construct flood profiles. They may also be used to indicate areas of inundation on detailed topographic maps.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri77115","usgsCitation":"Murphy, W., 1978, Flood profiles for lower Brooker Creek, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 77-115, vii, 21 p., https://doi.org/10.3133/wri77115.","productDescription":"vii, 21 p.","costCenters":[],"links":[{"id":159247,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0115/report-thumb.jpg"},{"id":359410,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0115/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466132,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35120.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Florida","otherGeospatial":"Brooker Creek","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -82.87673950195312,\n              28\n            ],\n            [\n              -82.5,\n              28\n            ],\n            [\n              -82.5,\n              28.245118203195265\n            ],\n            [\n              -82.87673950195312,\n              28.245118203195265\n            ],\n            [\n              -82.87673950195312,\n              28\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5eeabb","contributors":{"authors":[{"text":"Murphy, W.R.","contributorId":100892,"corporation":false,"usgs":true,"family":"Murphy","given":"W.R.","email":"","affiliations":[],"preferred":false,"id":200432,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28809,"text":"wri788 - 1978 - Flood profiles for Cypress Creek, west-central Florida","interactions":[],"lastModifiedDate":"2013-08-12T12:18:40","indexId":"wri788","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-8","title":"Flood profiles for Cypress Creek, west-central Florida","docAbstract":"Flood profiles are included for selected recurrence-interval floods in west-central Florida for a 27-mile reach of Cypress Creek, for a 4-mile tributary reach, and for a 1.2-mile distributary reach. The procedure for constructing flood profiles is based on flood heights computed in a step-backwater analysis using the following data: 2-, 2.33-, 5-, 10-, 25-, 50-, 100-, 200-, and 500-year flood-peak discharges; data for 53 Cypress Creek channel cross sections, 11 tributary cross sections, and 7 distributary cross sections (including roughness coefficients); and stage-discharge relations. Computed flood heights are judged to be generally accurate to plus-or-minus 0.5 foot. Flood data presented can be used to delineate areal extent of flooding on topographic maps. This information can be used by local governmental agencies to control flood-plain development. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri788","usgsCitation":"Murphy, W.R., 1978, Flood profiles for Cypress Creek, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 78-8, vi, 29 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri788.","productDescription":"vi, 29 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":159246,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0008/report-thumb.jpg"},{"id":276469,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0008/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5ee4f8","contributors":{"authors":[{"text":"Murphy, W. R. Jr.","contributorId":72355,"corporation":false,"usgs":true,"family":"Murphy","given":"W.","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200431,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30195,"text":"wri7796 - 1978 - Preliminary hydrologic budget of the sand-and-gravel aquifer under unstressed conditions: with a section on water-quality monitoring, Pensacola, Florida","interactions":[],"lastModifiedDate":"2019-07-23T11:24:56","indexId":"wri7796","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-96","title":"Preliminary hydrologic budget of the sand-and-gravel aquifer under unstressed conditions: with a section on water-quality monitoring, Pensacola, Florida","docAbstract":"The sand-and-gravel aquifer is the only freshwater aquifer in southern Escambia County, Fla. Problems related to the development of the aquifer include sustained yield, contamination, and saltwater intrusion. A digital model was applied to the sand-and-gravel aquifer in central and southern Escambia County treating the aquifer 's 'main producing zone ' as a discrete, leaky, confined aquifer. Under conditions of no pumping, most values for the final-head matrix agreed with assumed values within 4 feet in the area of principal interest. Discharge per unit land area was 1.04 cubic feet per second per square mile, in close agreement with the base runoff streams maintained by the aquifer. Total natural aquifer discharge within the area of principal interest determined by the model was 159 million gallons per day. The applicability of the present non-unique calibration for predicting the effects of pumping is questionable; a multilayered model may be required. Effluent infiltrating from holding lagoons for spray irrigation at the Scenic Hills Sewage Plant may have affected the quality of local perched ground water in the sand-and-gravel aquifer. Observation wells drilled near areas of heavy pumping around Bayou Chico indicated no saltwater intrusion. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7796","usgsCitation":"Trapp, H., 1978, Preliminary hydrologic budget of the sand-and-gravel aquifer under unstressed conditions: with a section on water-quality monitoring, Pensacola, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-96, iv, 57 p. , https://doi.org/10.3133/wri7796.","productDescription":"iv, 57 p. ","costCenters":[],"links":[{"id":365848,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0096/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159961,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0096/report-thumb.jpg"}],"country":"United States","state":"Florida","city":"Pensacola","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.4072265625,\n              30.306503259848835\n            ],\n            [\n              -87.08862304687499,\n              30.306503259848835\n            ],\n            [\n              -87.08862304687499,\n              30.56226095049944\n            ],\n            [\n              -87.4072265625,\n              30.56226095049944\n            ],\n            [\n              -87.4072265625,\n              30.306503259848835\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db673397","contributors":{"authors":[{"text":"Trapp, Henry Jr.","contributorId":6034,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":202842,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30636,"text":"wri7882 - 1978 - Water resources of Camas Prairie, south-central Idaho","interactions":[],"lastModifiedDate":"2019-07-23T15:06:27","indexId":"wri7882","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-82","title":"Water resources of Camas Prairie, south-central Idaho","docAbstract":"<p>Ground-water pumpage in Camas Prairie, Idaho, for irrigation and municipal supplies totaled nearly 9,500 acre-feet in 1977. Declines of pressure head in the artesian aquifer have ranged from 3 to 12 feet since 1974 when increased ground-water pumping began. A comparison of water-level measurements made in September 1957 and September 1977 shows declines of more than 30 feet in places in the artesian aquifer. Camas Prairie aquifers are recharged by percolation from streams and by precipitation on the valley floor. Estimated mean annual recharge to the artesian aquifer is 37,000 acre-feet. Vertical recharge from the artesian aquifer to the overlying water-table aquifer is estimated to be 20,000 acre-feet annually. Declines in artesian pressure caused by increased irrigation pumping will result in a reduction of recharge from the artesian aquifer to the water-table aquifer. Yields from irrigation wells in the prairie ranged from 400 to slightly more than 2,000 gallons per minute. Flows in Camas Creek in the 1977 drought year averaged 9,400 acre-feet, compared with 138,000 acre-feet in a normal year. Surface and ground waters sampled in the basin were either a sodium or calcium bicarbonate type water. Dissolved-solids concentrations ranged from 61 to 284 milligrams per liter. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7882","usgsCitation":"Young, H., 1978, Water resources of Camas Prairie, south-central Idaho: U.S. Geological Survey Water-Resources Investigations Report 78-82, ii, 34 p. , https://doi.org/10.3133/wri7882.","productDescription":"ii, 34 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":159949,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0082/report-thumb.jpg"},{"id":307556,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0082/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Camas Prairie","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -114.89501953124999,\n              43.292200750082785\n            ],\n            [\n              -114.73434448242186,\n              43.292200750082785\n            ],\n            [\n              -114.73434448242186,\n              43.328174695525846\n            ],\n            [\n              -114.89501953124999,\n              43.328174695525846\n            ],\n            [\n              -114.89501953124999,\n              43.292200750082785\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0842","contributors":{"authors":[{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":203581,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30193,"text":"wri77131 - 1978 - Geohydrologic data from the Jemez Mountains and vicinity, north-central New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri77131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-131","title":"Geohydrologic data from the Jemez Mountains and vicinity, north-central New Mexico","docAbstract":"The Jemez Mountains volcanic region, on the west margin of the Rio Grande rift in north-central New Mexico, is the site of studies for power development from geothermal heat. This report summarizes geohydrologic data to provide background information relative to the geothermal exploration and to investigate the usefulness of hydrology in assessment of the geothermal resource. Eleven tables present chemical, temperature, discharge , and other data for springs, wells, and streams. Accompanying figures show locations of the data points and present temperature profiles and geophysical logs for selected wells. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri77131","usgsCitation":"Trainer, F.W., 1978, Geohydrologic data from the Jemez Mountains and vicinity, north-central New Mexico: U.S. Geological Survey Water-Resources Investigations Report 77-131, vi, 147 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri77131.","productDescription":"vi, 147 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":113032,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0131/report.pdf","size":"9465","linkFileType":{"id":1,"text":"pdf"}},{"id":160503,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0131/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ee4","contributors":{"authors":[{"text":"Trainer, Frank W.","contributorId":103655,"corporation":false,"usgs":true,"family":"Trainer","given":"Frank","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202838,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28940,"text":"wri7851 - 1978 - Physiography and surficial geology of the copper-nickel study region, northeastern Minnesota","interactions":[],"lastModifiedDate":"2024-01-08T22:28:23.652704","indexId":"wri7851","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-51","title":"Physiography and surficial geology of the copper-nickel study region, northeastern Minnesota","docAbstract":"<p>The Copper-Nickel study region lies in the Superior Upland physiographic province and is located approximately 60 miles north of Duluth and 100 miles southeast of International Falls, Minnesota. It straddles the Laurentian Divide, which separates Hudson Bay and Lake Superior drainage. The topography exhibits a southwesterly trending lineation that parallels the strike of southeastward-dipping bedrock units and the southwestward direction of ice movement during Pleistocene glaciation. For this study, the region has been divided into seven physiographic areas based on geomorphic features related to the bedrock surface, glacial deposits, and hydrogeologic significance.</p>\n<p>The surficial geology is largely a result of two southwestward advances of the Rainy Lobe of the Laurentian ice sheet. The Toimi Drumlin Field, the oldest glacial deposit, covers much of the southern part of the region. It is bounded on the north by the Vermilion Moraine Complex, an east-west trending series of terminal and recessional moraines that mark the southerly extent of the second advance of the Rainy Lobe. Thin ground moraine and small outwash deposits occur both within and north of the Vermilion Moraine Complex except in the Embarrass and Dunka River basins where outwash deposits up to 200 feet in thickness fill a deep bedrock valley.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri7851","collaboration":"Prepared in cooperation with Minnesota Environmental Quality Board Copper-Nickel Study Staff","usgsCitation":"Olcott, P.G., and Siegel, D.I., 1978, Physiography and surficial geology of the copper-nickel study region, northeastern Minnesota: U.S. Geological Survey Water-Resources Investigations Report 78-51, Document: iv, 22 p.; 3 Plates: 20.99 x 25.11 inches or smaller, https://doi.org/10.3133/wri7851.","productDescription":"Document: iv, 22 p.; 3 Plates: 20.99 x 25.11 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":424201,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35256.htm","linkFileType":{"id":5,"text":"html"}},{"id":95737,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0051/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":95735,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":95734,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158311,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0051/report-thumb.jpg"},{"id":95736,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0051/plate-2.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              -92.25,\n              47.75\n            ],\n            [\n              -91.916667,\n              47.75\n            ],\n            [\n              -91.75,\n              47.916667\n            ],\n            [\n              -91.5,\n              47.77\n            ],\n            [\n              -91.5,\n              47.5\n            ],\n            [\n              -91.75,\n              47.5\n            ],\n            [\n              -91.75,\n              47.25\n            ],\n            [\n              -92.25,\n              47.25\n            ],\n            [\n              -92.25,\n              47.75\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685996","contributors":{"authors":[{"text":"Olcott, P. G.","contributorId":79903,"corporation":false,"usgs":true,"family":"Olcott","given":"P.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":200651,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Siegel, D. I.","contributorId":77562,"corporation":false,"usgs":true,"family":"Siegel","given":"D.","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":200650,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":29893,"text":"wri78128 - 1978 - Leachate migration from a pesticide waste disposal site in Hardeman County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri78128","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-128","title":"Leachate migration from a pesticide waste disposal site in Hardeman County, Tennessee","docAbstract":"Between 1964 and 1972, approximately 300,000 drums (55-gallon steel barrels) of waste derived from the manufacturing of pesticides were buried on 45 acres of land in northern Hardemen County, Tennessee. Leachates from these wastes are migrating from the disposal site in surface runoff, through shallow perched water zones, and through the local water-table aquifer. Compounds identified in the leachates included: dieldrin, endrin , chlordene, heptachlor, heptachlor epoxide, pentachlorocyclopentadiene, and hexachloro-bicycloheptadiene. The rate of migration of some of the leachate compounds in the water-table aquifer was found to be at least 80 feet per year. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/wri78128","usgsCitation":"Sprinkle, C., 1978, Leachate migration from a pesticide waste disposal site in Hardeman County, Tennessee: U.S. Geological Survey Water-Resources Investigations Report 78-128, iv, 35 p., [1] folded leaf of plates :ill., maps ;28 cm., https://doi.org/10.3133/wri78128.","productDescription":"iv, 35 p., [1] folded leaf of plates :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123632,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0128/report-thumb.jpg"},{"id":58709,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0128/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a89a9","contributors":{"authors":[{"text":"Sprinkle, C.L.","contributorId":10811,"corporation":false,"usgs":true,"family":"Sprinkle","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":202313,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29276,"text":"wri7868 - 1978 - Comparison of the radioactive and modified techniques for measurement of stream reaeration coefficients","interactions":[],"lastModifiedDate":"2015-10-21T09:37:07","indexId":"wri7868","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-68","title":"Comparison of the radioactive and modified techniques for measurement of stream reaeration coefficients","docAbstract":"<p>The radioactive and modified tracer techniques were used to measure the reaeration coefficients of two reaches each of Black Earth Creek and the Madison Effluent Channel near Madison, Wis. Comparison of the results showed that coefficients measured with the modified technique ranged from -8.96 to +3.61 and from +15.7 to +32.2 percent different from the coefficient measured with the radioactive tracer technique on the two reaches of Black Earth Creek. The larger coefficients measured with the modified technique on the second reach were attributed to increased wind conditions during the latter part of the modified-technique experiment. Interpretation of the results of the Madison Effluent Channel study was complicated by an unsteady flow condition during the modified-technique experiment. It was necessary to estimate the part of the reduction in the area under the dye concentration-versus-time curve that was the result of dye loss and the part that was the result of the increase in water discharge. Using these estimated values, the coefficients measured with the modified technique ranged from +25.3 to +57.9 and from -4.74 to +2.94 percent different from the coefficient measured with the radioactive technique on the two reaches of the Madison Effluent Channel.</p>\n<p>Reaeration coefficients were predicted for the 4 stream reaches with 19 predictive equations from the literature. The range of the predicted coefficients for each of the reaches varied from about a 6-fold range for the first reach of the Madison Effluent Channel to an almost 11-fold range for the second reach of Black Earth Creek.</p>\n<p>There are advantages and disadvantages to both the radioactive and modified tracer techniques. The main advantage of the radioactive technique is that the tracer gas is chemically inert; the main disadvantage is that a radioactive isotope of the gas must be used to obtain the necessary analytical sensitivity. The main advantage of the modified technique is that radioactive tracers are not necessary; the main disadvantage is that the hydrocarbon tracer gases may be subject to biological degradation and sorption losses. Results of this comparison study suggest that the modified technique is a promising alternative to the use of radioactive tracers.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7868","usgsCitation":"Rathbun, R.E., and Grant, R.S., 1978, Comparison of the radioactive and modified techniques for measurement of stream reaeration coefficients: U.S. Geological Survey Water-Resources Investigations Report 78-68, vii, 57 p., https://doi.org/10.3133/wri7868.","productDescription":"vii, 57 p.","numberOfPages":"66","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":123417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0068/report-thumb.jpg"},{"id":58124,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0068/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Dane","city":"Madison, Mazomanie","otherGeospatial":"Black Earth Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.0094,43.286],[-89.0084,43.2555],[-89.0094,43.2],[-89.01,43.1131],[-89.0109,43.0849],[-89.0107,43.0271],[-89.0132,42.9353],[-89.013,42.8762],[-89.0119,42.8471],[-89.132,42.8479],[-89.2488,42.8478],[-89.3689,42.8484],[-89.3688,42.8575],[-89.4832,42.858],[-89.6026,42.8575],[-89.7196,42.8587],[-89.8377,42.8598],[-89.8375,42.9471],[-89.8386,43.0317],[-89.8384,43.1181],[-89.8394,43.205],[-89.8325,43.2123],[-89.825,43.2187],[-89.8175,43.226],[-89.8125,43.2342],[-89.8088,43.2369],[-89.8012,43.2365],[-89.7874,43.2356],[-89.771,43.237],[-89.7579,43.2379],[-89.7529,43.2443],[-89.7485,43.2507],[-89.7391,43.2548],[-89.7259,43.2644],[-89.7171,43.2739],[-89.714,43.2821],[-89.7165,43.2867],[-89.7235,43.2935],[-89.7209,43.2935],[-89.6008,43.2932],[-89.4819,43.2942],[-89.3617,43.2954],[-89.3624,43.2832],[-89.246,43.2834],[-89.1271,43.2827],[-89.0094,43.286]]]},\"properties\":{\"name\":\"Dane\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf29","contributors":{"authors":[{"text":"Rathbun, R. E.","contributorId":61796,"corporation":false,"usgs":true,"family":"Rathbun","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":201261,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grant, R. Stephen","contributorId":83125,"corporation":false,"usgs":true,"family":"Grant","given":"R.","email":"","middleInitial":"Stephen","affiliations":[],"preferred":false,"id":201262,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30488,"text":"wri7781 - 1978 - Water resources of northeast North Carolina","interactions":[],"lastModifiedDate":"2019-07-22T10:15:25","indexId":"wri7781","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-81","title":"Water resources of northeast North Carolina","docAbstract":"Several water-related problems are associated with economic development of northeast North Carolina. The solution to these problems depends in part on adequate knowledge of the hydrology of this 8,930 square mile coastal area. Average annual precipitation on the area is about 50 inches. Of this amount, about 34 inches returns to the atmosphere by evapotranspiration, about 15 inches leaves the area as runoff, and about one inch leaves through ground-water outflow. No large stream originates within the area, but major streams entering from the north and west bring in three times as much streamflow as originates within the study area. The flat, low-lying terrane does not offer opportunities for extensive development of surface-water supplies through the use of reservoirs. Much of the surface water is contaminated by saltwater from the ocean. Ground water occurs in three major aquifers, all of which contain both freshwater and saltwater.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7781","usgsCitation":"Wilder, H.B., Robison, T.M., and Lindskov, K., 1978, Water resources of northeast North Carolina: U.S. Geological Survey Water-Resources Investigations Report 77-81, x, 113 p. , https://doi.org/10.3133/wri7781.","productDescription":"x, 113 p. 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,{"id":29735,"text":"wri7886 - 1978 - Flood hydrology of Butte Basin, 1973-77 water years, Sacramento Valley, California","interactions":[],"lastModifiedDate":"2019-11-25T16:01:11","indexId":"wri7886","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-86","title":"Flood hydrology of Butte Basin, 1973-77 water years, Sacramento Valley, California","docAbstract":"Flooding in Butte Basin, CA., is caused primarily by overflow from the Sacramento River on the western boundary. Stage and discharge data were collected during 1973-77 at 6 recording and 45 crest-stage gages within the basin and combined with discharge records on the main channel of the Sacramento River to determine total flow and flow distribution at the latitudes of Ord Ferry, Butte City, and Gridley Road. Water-surface profiles throughout the basin, inflow/change-in-storage/outflow relations of the Butte Sink, and channel changes of the Sacramento River are shown. During 1973-77, total peak flows decreased an average of 7 percent between the latitudes of Ord Ferry and Butte City, with measured peaks from 100,000 to 200,000 cfs (cubic feet per second). The largest floodflow measured was 195,000 cfs on January 17, 1974, at the latitude of Ord Ferry. For a given flood, overland flow did not change significantly in peak magnitude between Afton Boulevard, Butte City, and Gridley road. Overland flows of about 45,000 and about 24,000 cfs were measured on January 18 and April 1, 1974, respectively. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7886","usgsCitation":"Simpson, R., 1978, Flood hydrology of Butte Basin, 1973-77 water years, Sacramento Valley, California: U.S. Geological Survey Water-Resources Investigations Report 78-86, v, 70 p. , https://doi.org/10.3133/wri7886.","productDescription":"v, 70 p. ","costCenters":[],"links":[{"id":369594,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0086/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160495,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0086/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Butte Basin, Sacramento Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.99150085449219,\n              39.2832938689385\n            ],\n            [\n              -121.78550720214842,\n              39.2832938689385\n            ],\n            [\n              -121.78550720214842,\n              39.51834388059882\n            ],\n            [\n              -121.99150085449219,\n              39.51834388059882\n            ],\n            [\n              -121.99150085449219,\n              39.2832938689385\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dce4b07f02db5e1bb2","contributors":{"authors":[{"text":"Simpson, R.G.","contributorId":16016,"corporation":false,"usgs":true,"family":"Simpson","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":202035,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29057,"text":"wri7897 - 1978 - Hydrologic, geologic, and water-quality data, Ochlockonee River basin area, Florida","interactions":[],"lastModifiedDate":"2024-11-29T16:47:40.579086","indexId":"wri7897","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-97","title":"Hydrologic, geologic, and water-quality data, Ochlockonee River basin area, Florida","docAbstract":"<p>This report presents hydrologic, geologic, and water-quality data collected within the Ochlockonee River basin area, in the panhandle of northwest Florida. The data are presented in graphs and tables. Surface-water data include streamflow measurements and analyses of water collected at 58 sites; ground-water data include descriptions of 360 wells and core holes, analyses of water and hydrographs of selected wells, lithologic logs of 131 wells and test borings, and natural-gamma logs of selected wells ranging in depth from 110 to 1,346 feet. Rainfall and municipal pumpage data also are compiled. Maps show the location of the data-collection sites within the area.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7897","collaboration":"Prepared in cooperation with Gadsden County and Northwest Florida Water Management District","usgsCitation":"Pascale, C.A., Wagner, J.R., and Sohm, J.E., 1978, Hydrologic, geologic, and water-quality data, Ochlockonee River basin area, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-97, Report: vi, 5l5 p.; 2 Figures: 17.08 x 19.88 inches and 16.87 x 19.90 inches, https://doi.org/10.3133/wri7897.","productDescription":"Report: vi, 5l5 p.; 2 Figures: 17.08 x 19.88 inches and 16.87 x 19.90 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,{"id":29734,"text":"wri7893 - 1978 - Technique for estimating magnitude and frequency of floods in Delaware","interactions":[],"lastModifiedDate":"2019-11-12T14:23:02","indexId":"wri7893","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-93","title":"Technique for estimating magnitude and frequency of floods in Delaware","docAbstract":"A flood-estimating method is presented which applies to drainage basins in Delaware without urban development and covers selected recurrence intervals from 2 to 100 years. The method was developed by multiple-regression techniques. The State is divided into two regions and sets of equations for calculating peak discharges based on physical basin characteristics are provided for each region. The boundary between regions generally corresponds with the division between the Piedmont and Coastal Plain provinces. In the northern region, flood-peak discharges were related to basin drainage area and storage. In the southern region, flood peaks were related to drainage area, slope, storage, forest cover, and two composite soil categories. Standard errors of estimate for the regression equations in the northern region ranged from 30 to 39 percent. For the southern region, the standard errors of estimate varied from 38 to 40 percent. Without using the two soil parameters in the southern region, the standard errors of estimate varied from 57 to 70 percent. Annual flood peaks, basin characteristics, and flood-frequency distributions are tabulated for the 60-gaged sites used in the regression analysis. At 23 of these sites, a rainfall-runoff model generated additional flood-peak data which were used in defining the flood-frequency distributions. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7893","usgsCitation":"Simmons, R., and Carpenter, D., 1978, Technique for estimating magnitude and frequency of floods in Delaware: U.S. Geological Survey Water-Resources Investigations Report 78-93, Report: iv, 69 p.; 3 Plates: 41.54 x 37.12 inches or smaller, https://doi.org/10.3133/wri7893.","productDescription":"Report: iv, 69 p.; 3 Plates: 41.54 x 37.12 inches or smaller","costCenters":[],"links":[{"id":160494,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0093/report-thumb.jpg"},{"id":369133,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0093/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369134,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0093/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369135,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0093/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":369136,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0093/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Delaware","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -75.816650390625,\n              38.436379603\n            ],\n            [\n              -75.003662109375,\n              38.436379603\n            ],\n            [\n              -75.003662109375,\n              39.85915479295669\n            ],\n            [\n              -75.816650390625,\n              39.85915479295669\n            ],\n            [\n              -75.816650390625,\n              38.436379603\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686200","contributors":{"authors":[{"text":"Simmons, R.H.","contributorId":19982,"corporation":false,"usgs":true,"family":"Simmons","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":202033,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carpenter, D.H.","contributorId":34551,"corporation":false,"usgs":true,"family":"Carpenter","given":"D.H.","email":"","affiliations":[],"preferred":false,"id":202034,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30496,"text":"wri7862 - 1978 - Maps showing ground-water conditions in the Yuma area, Yuma County, Arizona, 1975","interactions":[],"lastModifiedDate":"2019-07-23T15:09:40","indexId":"wri7862","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-62","title":"Maps showing ground-water conditions in the Yuma area, Yuma County, Arizona, 1975","docAbstract":"In the Yuma area, Arizona, ground water is pumped mainly for the drainage of waterlogged land and for irrigation. In 1975 about 255,000 acre-feet of ground water was withdrawn, of which about 158,000 acre-feet was pumped for drainage of waterlogged land. For 1915-75, about 4,568,000 acre-feet was withdrawn, of which 2 ,387,000 acre-feet was pumped for drainage. Information shown on maps includes change in water level (1970-75) and irrigated area; depth to water and altitude of the water level; and specific conductance and fluoride concentration. A table of historical pumpage is included. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7862","usgsCitation":"Wilkins, D.W., 1978, Maps showing ground-water conditions in the Yuma area, Yuma County, Arizona, 1975: U.S. Geological Survey Water-Resources Investigations Report 78-62, 3 Plates: 29.77 x 31.42 inches or smaller, https://doi.org/10.3133/wri7862.","productDescription":"3 Plates: 29.77 x 31.42 inches or smaller","costCenters":[],"links":[{"id":365875,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0062/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365876,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0062/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160033,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0062/report-thumb.jpg"},{"id":365874,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0062/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","county":"Yuma County","city":"Yuma","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -114.69451904296875,\n              32.54681317351514\n            ],\n            [\n              -114.50775146484374,\n              32.54681317351514\n            ],\n            [\n              -114.50775146484374,\n              32.75494243654723\n            ],\n            [\n              -114.69451904296875,\n              32.75494243654723\n            ],\n            [\n              -114.69451904296875,\n              32.54681317351514\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c197","contributors":{"authors":[{"text":"Wilkins, D. W.","contributorId":97471,"corporation":false,"usgs":true,"family":"Wilkins","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":203350,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":30040,"text":"wri7729 - 1978 - Predicted water-level and water-quality effects of artificial recharge in the Upper Coachella Valley, California, using a finite-element digital model","interactions":[],"lastModifiedDate":"2017-09-14T10:25:51","indexId":"wri7729","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-29","title":"Predicted water-level and water-quality effects of artificial recharge in the Upper Coachella Valley, California, using a finite-element digital model","docAbstract":"<p>From 1936 to 1974, water levels declined more than 100 feet in the Palm Springs area and 60 feet in the Palm Desert area of the upper Coachella Valley, Calif. Water from the Colorado River Aqueduct is presently being recharged to the basin. The dissolved-solids concentration of native ground water in the recharge area is about 210 mg/liter and that of recharge water ranges from 600 to 750 mg/liter. A finite-element model indicates that without recharge the 1974 water levels in the Palm Springs area will decline 200 feet by the year 2000 because of pumpage. If the aquifer is recharged at a rate from about 7 ,500 acre-feet per year in 1973 increasing to 61,200 acre-feet per year in 1990 and thereafter, the water level in the Palm Springs area will decline about 20 feet below the 1974 level by 1991 and recover to the 1974 level by 2000. The solute-transport finite-element model of the recharge area indicates that the artificial recharge plume (bounded by the 300-mg/liter line) will move about 1.1 miles downgradient of the recharge ponds by 1981 and about 4.5 miles from the ponds by 2000.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7729","usgsCitation":"Swain, L.A., 1978, Predicted water-level and water-quality effects of artificial recharge in the Upper Coachella Valley, California, using a finite-element digital model: U.S. Geological Survey Water-Resources Investigations Report 77-29, vi, 54 p., https://doi.org/10.3133/wri7729.","productDescription":"vi, 54 p.","costCenters":[],"links":[{"id":345749,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159269,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0029/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Coachella Valley","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67eb03","contributors":{"authors":[{"text":"Swain, Lindsay A.","contributorId":7323,"corporation":false,"usgs":true,"family":"Swain","given":"Lindsay","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202579,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29056,"text":"wri7827 - 1978 - Hydrologic monitoring of a deep-well waste-injection system near Pensacola, Florida, March 1970 - March 1977","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri7827","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-27","title":"Hydrologic monitoring of a deep-well waste-injection system near Pensacola, Florida, March 1970 - March 1977","docAbstract":"This report presents hydraulic and chemical data collected at a deep-well waste-injection system near Pensacola, Florida. Since injection began in July 1963, about 13.3 billion gallons of industrial acidic waste containing nitric acid, inorganic salts and numerous organic compounds have been injected into a saline-water-filled limestone aquifer. Wellhead pressure at two injection wells averaged 180 pounds per square inch in March 1977 and the hydraulic pressure gradient was 0.53 pound per square inch per foot of depth to the top of the injection zone. Increases in pressure since 1970 at two wells used to monitor the injection zone at sites located 1.9 miles north and 1.5 miles south of the injection site have been about 22 and 29 pounds per square inch. The pressure in a shallow monitor well, penetrating the first permeable zone above the 220-foot-thick confining bed, declined about 4 pounds per square inch. No changes were detected in the chemical character of water from the shallow monitor well and the north monitor well, but since late 1973, concentrations of bicarbonate and dissolved organic carbon in water from the south monitor well have increased. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7827","usgsCitation":"Pascale, C.A., and Martin, J., 1978, Hydrologic monitoring of a deep-well waste-injection system near Pensacola, Florida, March 1970 - March 1977: U.S. Geological Survey Water-Resources Investigations Report 78-27, iv, 61 p. :ill. ;27 cm., https://doi.org/10.3133/wri7827.","productDescription":"iv, 61 p. :ill. ;27 cm.","costCenters":[],"links":[{"id":119728,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0027/report-thumb.jpg"},{"id":57919,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6065d5","contributors":{"authors":[{"text":"Pascale, Charles A.","contributorId":99978,"corporation":false,"usgs":true,"family":"Pascale","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200872,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, J.B.","contributorId":32923,"corporation":false,"usgs":true,"family":"Martin","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":200871,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28713,"text":"wri785 - 1978 - Technique for estimating magnitude and frequency of floods in Virginia","interactions":[{"subject":{"id":47957,"text":"ofr71208 - 1971 - Virginia small streams program; preliminary flood-frequency relations","indexId":"ofr71208","publicationYear":"1971","noYear":false,"title":"Virginia small streams program; preliminary flood-frequency relations"},"predicate":"SUPERSEDED_BY","object":{"id":28713,"text":"wri785 - 1978 - Technique for estimating magnitude and frequency of floods in Virginia","indexId":"wri785","publicationYear":"1978","noYear":false,"title":"Technique for estimating magnitude and frequency of floods in Virginia"},"id":1},{"subject":{"id":55912,"text":"ofr69168 - 1969 - Floods in Virginia--Magnitude and frequency","indexId":"ofr69168","publicationYear":"1969","noYear":false,"title":"Floods in Virginia--Magnitude and frequency"},"predicate":"SUPERSEDED_BY","object":{"id":28713,"text":"wri785 - 1978 - Technique for estimating magnitude and frequency of floods in Virginia","indexId":"wri785","publicationYear":"1978","noYear":false,"title":"Technique for estimating magnitude and frequency of floods in Virginia"},"id":2}],"lastModifiedDate":"2020-08-07T22:22:43.191543","indexId":"wri785","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-5","title":"Technique for estimating magnitude and frequency of floods in Virginia","docAbstract":"<p><span>A technique is presented for estimating the magnitude </span><span>and frequency of floods in Virginia. For 299 gaged sites, </span><span>the magnitudes of floods having recurrence intervals of 2 to </span><span>100 years are provided in tables. For ungaged sites, regression </span><span>relations are presented that allow the estimation of flood </span><span>magnitudes based on upstream drainage area, average main-channel </span><span>slope, and a factor to account for regional variations in basin </span><span>terrain characteristics that would bias the results. A summary </span><span>of maximum known peak discharges are presented for 363 sites </span><span>together with the relationship of drainage-area size to flow </span><span>in cubic feet per second per square mile. Also given is table </span><span>of 10 basin characteristics for 403 gaging stations.</span></p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri785","collaboration":"Prepared in cooperation with the Virginia Department of Highways and Transportation and U.S. Department of Transportation Federal Highway Administration","usgsCitation":"Miller, E.M., 1978, Technique for estimating magnitude and frequency of floods in Virginia: U.S. Geological Survey Water-Resources Investigations Report 78-5, Report: v, 83 p.; 2 Plates: 31.48 x 15.90 inches and 31.73 x 16.15 inches, https://doi.org/10.3133/wri785.","productDescription":"Report: v, 83 p.; 2 Plates: 31.48 x 15.90 inches and 31.73 x 16.15 inches","costCenters":[],"links":[{"id":377219,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0005/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377218,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0005/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":377217,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0005/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159469,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0005/report-thumb.jpg"}],"country":"United 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