Equations and nomographs in.this report can be used to estimate peak flood-discharges having recurrence intervals up to 100 years in rural and urban areas of St. Louis County, Mo. The basin characteristics significant at the 5-percent probability level were drainage area and percentage imperviousness. Drainage area can be measured from maps, while percentage of imperviousness can either be measured from aerial photographs or estimated from land-use projections. These equations are based upon the analysis of hydrologic data collected at 30 continuous-recording gaging stations with drainage areas ranging from 0.8 to 39.0 square miles, and with impervious areas ranging from 1 to 32 percent.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78139","usgsCitation":"Spencer, D.W., and Alexander, T.W., 1978, Technique for estimating the magnitude and frequency of floods in St. Louis County, Missouri: U.S. Geological Survey Water-Resources Investigations Report 78-139, iii, 23 p., https://doi.org/10.3133/wri78139.","productDescription":"iii, 23 p.","numberOfPages":"35","costCenters":[],"links":[{"id":359406,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0139/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0139/report-thumb.jpg"}],"country":"United States","state":"Missouri","otherGeospatial":"St. Louis 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Louis\",\"state\":\"MO\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa2b3","contributors":{"authors":[{"text":"Spencer, Donald Webster","contributorId":54255,"corporation":false,"usgs":true,"family":"Spencer","given":"Donald","email":"","middleInitial":"Webster","affiliations":[],"preferred":false,"id":202293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, Terry W.","contributorId":21193,"corporation":false,"usgs":true,"family":"Alexander","given":"Terry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202292,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"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":"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.
","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":29175,"text":"wri797 - 1978 - A preliminary appraisal of the impact of agriculture on ground-water availability in southwest Georgia","interactions":[],"lastModifiedDate":"2023-02-17T21:12:44.134681","indexId":"wri797","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":"79-7","title":"A preliminary appraisal of the impact of agriculture on ground-water availability in southwest Georgia","docAbstract":"Irrigated acreage in the study area in southwest Georgia increased from 130,000 acres in 1976 to 261,000 in 1977. Acreage irrigated entirely by ground water increased 85 percent for the same period. The largest quantity of ground water used for irrigation was in the Dougherty Plain district, where 92 percent of supplemental irrigation water comes from wells. In the Tifton Upland district, ground water is the source for only 16 percent of the irrigation water used. The major ground-water reservoir supplying the irrigation water is the principal artesian aquifer.
The Dougherty Plain, because of the gently rolling land surface and large fields, is suitable for the use of large self-propelled center-pivot irrigation systems requiring 1,200 to 1,500 gallons per minute. The installed pump capacity of the irrigation systems in the Dougherty Plain using ground water was 1.8 billion gallons per day in 1977. The total amount of water pumped for irrigation in the Dougherty Plain in 1977 was more than 42 billion gallons, 30 billion gallons more than in 1976. This quantity could be considerably higher in 1978 as preparations were being made to irrigate more than 214,000 acres during the 1978 growing season.
There were no concentrations of selected organic compounds or trace metals used in agricultural chemicals above the recommended limits for public consumption in water analyzed from 19 wells. However, concentrations of total nitrite plus nitrate ranged from 0.3 to 7.8 milligrams per liter in wells in the Dougherty Plain, and this could indicate that the downward percolation of water through sandy soils has carried soluble nitrate, a byproduct of fertilizer, into the ground-water reservoir.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab237","contributors":{"authors":[{"text":"Pollard, L.D.","contributorId":34558,"corporation":false,"usgs":true,"family":"Pollard","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":201086,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grantham, R.G.","contributorId":77191,"corporation":false,"usgs":true,"family":"Grantham","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":201087,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Blanchard, H.E. Jr.","contributorId":57888,"corporation":false,"usgs":true,"family":"Blanchard","given":"H.E.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":201085,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30549,"text":"wri7852 - 1978 - Ground-water resources of the Cape Lookout National Seashore, North Carolina","interactions":[],"lastModifiedDate":"2019-07-23T15:30:25","indexId":"wri7852","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":"78-52","title":"Ground-water resources of the Cape Lookout National Seashore, North Carolina","docAbstract":"Fresh groundwater in the Cape Lookout National Seashore in North Carolina occurs in the unconfined aquifer, an upper confined aquifer, and a lower limestome aquifer. The unconfined aquifer beneath dunes on the barrier islands is estimated to yield as much as 30 gallons per minute of freshwater to a horizontal well, but this aquifer is subject to periodic overwash by the ocean, thus temporarily contaminating the aquifer with saltwater. The upper confined aquifer is about 90 to 150 feet deep, but is known to contain freshwater only in the Drum Inlet area. The potential yield of this aquifer where it is fresh is unknown because of the possibility of saltwater encroachment. The lower limestone aquifer (150 to 550 feet deep) contains freshwater southeast of Drum Inlet; potential yields is estimated to be as great as 500 gallons per minute per well. The estimated yields from all aquifers depend on the position of the saltwater interface at any given site. Maps of the Seashore show areas where freshwater may occur in the unconfined aquifer; each map is accompanied by a description of the availability of freshwater.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7852","usgsCitation":"Winner, M.D., 1978, Ground-water resources of the Cape Lookout National Seashore, North Carolina: U.S. Geological Survey Water-Resources Investigations Report 78-52, vi, 49 p. , https://doi.org/10.3133/wri7852.","productDescription":"vi, 49 p. ","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":161342,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0052/report-thumb.jpg"},{"id":365895,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0052/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":"Cape Lookout national Seashore","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {\n \"stroke\": \"#555555\",\n \"stroke-width\": 2,\n \"stroke-opacity\": 1,\n \"fill\": \"#555555\",\n \"fill-opacity\": 0.5\n },\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.04437255859375,\n 34.635467787833214\n ],\n [\n -76.3055419921875,\n 35.30840140169162\n ],\n [\n -75.86883544921875,\n 35.02774729487063\n ],\n [\n -76.62689208984375,\n 34.30033731925641\n ],\n [\n -77.04437255859375,\n 34.635467787833214\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65ac89","contributors":{"authors":[{"text":"Winner, M. D. Jr.","contributorId":51766,"corporation":false,"usgs":true,"family":"Winner","given":"M.","suffix":"Jr.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":203439,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30057,"text":"wri78123 - 1978 - Determination of acetone and methyl ethyl ketone in water","interactions":[],"lastModifiedDate":"2019-08-05T09:30:07","indexId":"wri78123","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":"78-123","title":"Determination of acetone and methyl ethyl ketone in water","docAbstract":"Analytical procedures for the determination of acetone and methyl ethyl ketone in water samples were developed. Concentrations in the milligram-per-liter range were determined by injecting an aqueous sample into the analysis system through an injection port, trapping the organics on Tenax-GC at room temperature, and thermally desorbing the organics into a gas chromatograph with a flame ionization detector for analysis. Concentrations in the microgram-per-liter range were determined by sweeping the headspace vapors over a water sample at 50C, trapping on Tenax-GC, and thermally desorbing the organics into the gas chromatograph. The precision for two operators of the milligram-per-liter concentration procedure, expressed as the coefficient of variation, was generally less than 2 percent for concentrations ranging from 16 to 160 milligrams per liter. The precision from two operators of the microgram-per-liter concentration procedure was between 2 and 4 percent for concentrations of 20 and 60 micrograms per liter. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78123","usgsCitation":"Tai, D.Y., 1978, Determination of acetone and methyl ethyl ketone in water: U.S. Geological Survey Water-Resources Investigations Report 78-123, v, 36 p. , https://doi.org/10.3133/wri78123.","productDescription":"v, 36 p. ","costCenters":[],"links":[{"id":366160,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0123/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159299,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0123/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6678f6","contributors":{"authors":[{"text":"Tai, D. Y.","contributorId":59778,"corporation":false,"usgs":true,"family":"Tai","given":"D.","email":"","middleInitial":"Y.","affiliations":[],"preferred":false,"id":202605,"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":"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.
\nThe 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.
\nNutrients 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.
\nSediment 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.
\nInflows 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.
","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":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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Carolina\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e3b8c","contributors":{"authors":[{"text":"Wilder, Hugh B.","contributorId":83899,"corporation":false,"usgs":true,"family":"Wilder","given":"Hugh","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":203338,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robison, Tully M.","contributorId":77969,"corporation":false,"usgs":true,"family":"Robison","given":"Tully","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203337,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lindskov, K.L.","contributorId":91077,"corporation":false,"usgs":true,"family":"Lindskov","given":"K.L.","affiliations":[],"preferred":false,"id":203339,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30073,"text":"wri77101 - 1978 - Water resources of the Waccasassa River Basin and adjacent areas, Florida","interactions":[],"lastModifiedDate":"2019-08-05T10:57:07","indexId":"wri77101","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":"77-101","title":"Water resources of the Waccasassa River Basin and adjacent areas, Florida","docAbstract":"This map report was prepared in cooperation with the Southwest Florida Water Management District which, with the Waccasassa River Basin Board, had jurisdiction over waters within the Waccasassa River basin, the coastal areas adjacent to the basin, and other adjacent areas outside the basin. New water management district boundaries, effective January 1977, place most of the Waccasassa River basin in the Suwannee River Water Management District. The purpose of the report is to provide water information for consideration in land-use and water development which is accelerating, especially in the northeastern part of the study area. It is based largely on existing data in the relatively undeveloped area. Of the total area included in the topographic drainage basin for the Waccasassa River about 72 percent is in Levy County, 18 percent in Alachua County, 9 percent in Gilchrist County, and 1 percent in Marion County. The elongated north-south drainage basin is approximately 50 mi in length, averages 13 mi in width, and lies between the Suwannee River, the St. Johns River, and the Withlacoochee River basins. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77101","usgsCitation":"Taylor, G., and Snell, L., 1978, Water resources of the Waccasassa River Basin and adjacent areas, Florida: U.S. Geological Survey Water-Resources Investigations Report 77-101, 1 Plate: 37.89 x 27.93 inches, https://doi.org/10.3133/wri77101.","productDescription":"1 Plate: 37.89 x 27.93 inches","costCenters":[],"links":[{"id":160143,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0101/report-thumb.jpg"},{"id":366218,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0101/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Waccasassa River Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f02d7","contributors":{"authors":[{"text":"Taylor, G.F.","contributorId":6486,"corporation":false,"usgs":true,"family":"Taylor","given":"G.F.","email":"","affiliations":[],"preferred":false,"id":202626,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Snell, L.J.","contributorId":25555,"corporation":false,"usgs":true,"family":"Snell","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":202627,"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":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":"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.
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The ground-water system in the Cypress Creek well-field area consists of a surficial sand aquifer, a semiconfining clay layer ranging from 2 to 25 feet in thickness, and a sequence of carbonate rocks, approximately 1,000 feet thick, called the Floridan aquifer. All recharge to the Floridan aquifer in the local area is derived from the overlying surficial sand aquifer by downward percolation through the semiconfining clay bed. The major proportion of water supplied to municipal wells open to the Floridan aquifer comes from a dolomitic section of the Avon Park Limestone containing two major cavernous zones. The hydrogeology of the well-field area was evaluated by digital model simulation. Model runs were made to analyze sensitivity of the model to variations in selected hydrologic parameters. The model was tested further by attempting to simulate the potentiometric surface of the Floridan aquifer under actual pumping stresses during the January 1976 dry period.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648769","contributors":{"authors":[{"text":"Warne, S. 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":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":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":"A technique is presented for estimating the magnitude and frequency of floods in Virginia. For 299 gaged sites, the magnitudes of floods having recurrence intervals of 2 to 100 years are provided in tables. For ungaged sites, regression relations are presented that allow the estimation of flood magnitudes based on upstream drainage area, average main-channel slope, and a factor to account for regional variations in basin terrain characteristics that would bias the results. A summary of maximum known peak discharges are presented for 363 sites together with the relationship of drainage-area size to flow in cubic feet per second per square mile. Also given is table of 10 basin characteristics for 403 gaging stations.
","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 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db686256","contributors":{"authors":[{"text":"Miller, Earley M.","contributorId":71176,"corporation":false,"usgs":true,"family":"Miller","given":"Earley","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":200273,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29501,"text":"wri789 - 1978 - Potentiometric surface of Floridan aquifer, Southwest Florida Water Management District and adjacent areas, September 1977","interactions":[],"lastModifiedDate":"2019-07-15T09:56:50","indexId":"wri789","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":"78-9","title":"Potentiometric surface of Floridan aquifer, Southwest Florida Water Management District and adjacent areas, September 1977","docAbstract":"A potentiometric-surface map of the Southwest Florida Water Management District depicts the annual high water-level period. Potentiometric levels increased 15 to 30 feet between May 1977 and September 1977 in the citrus and farming sections of southeastern Hillsborough, northern Hardee, and southwestern Polk Counties. These areas are widely affected by pumpage for irrigation and have the greatest range in water-level fluctuations between the low and high water-level periods. Water-level rises in coastal, northern, and southern areas of the Water Management District ranged from 0 to 15 feet. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri789","usgsCitation":"Ryder, P., Mills, L.R., and Laughlin, C.P., 1978, Potentiometric surface of Floridan aquifer, Southwest Florida Water Management District and adjacent areas, September 1977: U.S. Geological Survey Water-Resources Investigations Report 78-9, 1 Plate: 25.30 x 35.68 inches, https://doi.org/10.3133/wri789.","productDescription":"1 Plate: 25.30 x 35.68 inches","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":365518,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1978/0009/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159699,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0009/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Southwest Florida Water Management District","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.7490234375,\n 28.998531814051795\n ],\n [\n -82.85888671875,\n 27.848790459862073\n ],\n [\n -82.265625,\n 26.509904531413927\n ],\n [\n -81.9140625,\n 26.322960198925365\n ],\n [\n -81.40869140625,\n 26.45090222367262\n ],\n [\n -81.1669921875,\n 26.941659545381516\n ],\n [\n -81.32080078125,\n 27.780771643348196\n ],\n [\n -81.705322265625,\n 28.700224692776988\n ],\n [\n -82.06787109374999,\n 29.36302703778376\n ],\n [\n -82.518310546875,\n 29.34387539941801\n ],\n [\n -82.7490234375,\n 28.998531814051795\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db6830d6","contributors":{"authors":[{"text":"Ryder, P.D.","contributorId":104021,"corporation":false,"usgs":true,"family":"Ryder","given":"P.D.","email":"","affiliations":[],"preferred":false,"id":201617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mills, L. R.","contributorId":26281,"corporation":false,"usgs":true,"family":"Mills","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201616,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Laughlin, C. P.","contributorId":107741,"corporation":false,"usgs":true,"family":"Laughlin","given":"C.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":201618,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"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":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":29552,"text":"wri7737 - 1978 - Ground-water resources of the Marine Corps Base, Twentynine Palms, San Bernardino County, California","interactions":[],"lastModifiedDate":"2018-11-01T14:39:30","indexId":"wri7737","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":"77-37","title":"Ground-water resources of the Marine Corps Base, Twentynine Palms, San Bernardino County, California","docAbstract":"The Marine Corps Base, Twentynine Palms, Calif., pumped 2,600 acre-feet of water in 1975 from five supply wells in the Surprise Spring subbasin. The water levels in those wells declined an average of 35 feet in the preceding 10 years. This decline is a result of (1) the proximity of Surprise Spring fault, a ground-water barrier; (2) the close spacing of wells; and (3) the large volume of water extracted.
At the present rate of water-level decline, the pumping water levels will be below the pump intakes by 1980. The projected water demand for the base will increase to 3,000 acre-feet per year by 1980.
To help evaluate the geohydrologic properties of Surprise Spring subbasin, three test holes were drilled northwest of the present well field. That area shows promise of being a good location for drilling three new supply wells. The addition of these new wells to the water supply will reduce the pumping stress from the existing supply wells and reduce the rate of decline.
With an estimated 600,000 acre-feet of ground water remaining in storage after 22 years of pumping and with a projected water demand of 3,000 acre-feet per year, Surprise Spring subbasin, if properly developed, could supply the base for many years to come.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7737","usgsCitation":"Schaefer, D.H., 1978, Ground-water resources of the Marine Corps Base, Twentynine Palms, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 77-37, iv, 29 p., https://doi.org/10.3133/wri7737.","productDescription":"iv, 29 p.","costCenters":[],"links":[{"id":159870,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0037/report-thumb.jpg"},{"id":359081,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0037/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"San Bernardino County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.33,\n 34.0833\n ],\n [\n -116.0833,\n 34.0833\n ],\n [\n -116.0833,\n 34.4167\n ],\n [\n -116.33,\n 34.4167\n ],\n [\n -116.33,\n 34.0833\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696b1a","contributors":{"authors":[{"text":"Schaefer, Donald H.","contributorId":77507,"corporation":false,"usgs":true,"family":"Schaefer","given":"Donald","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":201706,"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":"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.
","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":29594,"text":"wri77121 - 1978 - Nitrification in four acidic streams in southern New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri77121","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":"77-121","title":"Nitrification in four acidic streams in southern New Jersey","docAbstract":"Four characteristically acidic streams in southern New Jersey were investigated to determine the effect of secondary effluent on nitrification in the receiving waters. Chemical and microbiological data were obtained at four sites on each stream. From these data seven factors were evaluated to determine the proclivity of each stream to nitrify. pH, water temperature, and dissolved oxygen were used to describe the general condition of the streams, while neutralization of alkalinity, nitrogen species concentration trends, biological and nitrogenous oxygen demand incubations, and nitrifying bacteria densities were used to determine the actual presence of nitrification in each stream. Each stream had a unique distribution of conditions, making it possible to qualitatively rank the streams according to their proclivity to nitrify. Hay StackBrook showes strong evidence for nitrification on the basis of all four nitrification indicators, whereas Landing Creek showed little, if any, evidence of nitrification. Hammonton Creek is apparently nitrifying, but because of the uncertainty in the downstream trends of the nitrogen species and a lower level of alkalinity neutralization, it is nitrifying less than Hay Stack Brook. Squankum Branch also showed some evidence for nitrification, mostly on the basis of the biological and nitrogenous oxygen demand incubations. Although these streams are acidic in character, acidity does not appear to be an exclusive factor in determining whether a stream will undergo nitrification. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey (WRD),","doi":"10.3133/wri77121","usgsCitation":"Schornick, J.C., and Ram, N.M., 1978, Nitrification in four acidic streams in southern New Jersey: U.S. Geological Survey Water-Resources Investigations Report 77-121, vi, 51 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri77121.","productDescription":"vi, 51 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":122537,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0121/report-thumb.jpg"},{"id":58422,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0121/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697513","contributors":{"authors":[{"text":"Schornick, James C. Jr.","contributorId":89575,"corporation":false,"usgs":true,"family":"Schornick","given":"James","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":201781,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ram, Neil M.","contributorId":27897,"corporation":false,"usgs":true,"family":"Ram","given":"Neil","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":201780,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"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":"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.
","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":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":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":"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.
\nThe 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.
","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":28609,"text":"wri7845 - 1978 - Ground-water quality near the northwest 58th Street solid-waste disposal facility, Dade County, Florida","interactions":[],"lastModifiedDate":"2019-07-23T11:48:55","indexId":"wri7845","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":"78-45","title":"Ground-water quality near the northwest 58th Street solid-waste disposal facility, Dade County, Florida","docAbstract":"The Northwest 58th Street solid-waste disposal facility, 3 miles west of a major Dade County municipal water-supply well field, overlays the Biscayne aquifer, a permeable, solution-riddled limestone which transmits leachates eastward at a calculated rate of 2.9 feet per day. A discrete, identifiable leachate plume has been recognized under and downgradient from the waste disposal facility. Concentrations of sodium, ammonia, and dissolved solids decreased with depth beneath the disposal area and downgradient in response to an advective and convective dispersion. At a distance of about one-half downgradient, the rate of contribution of leachate from the source to the leading edge of the plume was about equal to the rate of loss of leachate from the leading edge of the plume by diffusion and dilution by rainfall infiltration during the period August 1973 - July 1975. Heavy metals and pesticides are filtered, adsorbed by aquifer materials, or are precipitated near the disposal area. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7845","usgsCitation":"Mattraw, H.C., Hull, J.E., and Klein, H., 1978, Ground-water quality near the northwest 58th Street solid-waste disposal facility, Dade County, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-45, vi, 61 p. , https://doi.org/10.3133/wri7845.","productDescription":"vi, 61 p. ","costCenters":[],"links":[{"id":159071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0045/report-thumb.jpg"},{"id":365858,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Dade County","otherGeospatial":"58th Street solid-waste disposal facility","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.33880650997162,\n 25.826282502041245\n ],\n [\n -80.33802598714828,\n 25.826282502041245\n ],\n [\n -80.33802598714828,\n 25.82660601878737\n ],\n [\n -80.33880650997162,\n 25.82660601878737\n ],\n [\n -80.33880650997162,\n 25.826282502041245\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697556","contributors":{"authors":[{"text":"Mattraw, H. C. Jr.","contributorId":21996,"corporation":false,"usgs":true,"family":"Mattraw","given":"H.","suffix":"Jr.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":200111,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hull, John E.","contributorId":15616,"corporation":false,"usgs":true,"family":"Hull","given":"John","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200110,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Klein, Howard","contributorId":62189,"corporation":false,"usgs":true,"family":"Klein","given":"Howard","email":"","affiliations":[],"preferred":false,"id":200112,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ]}