Extensive agricultural land clearing and drainage operations underway in a 650 square mile part of the Albemarle-Pamlico region--a 1,634 square mile peninsula in North Carolina lying between Albemarle Sound on the North and the Pamlico River on the south--are changing the hydrology of the area.
\nThe artificial drainage system being constructed in the region, although it will probably result in only a slight modification of the natural annual evapotranspiration, overland runoff, and ground-water discharge, will likely result in several important problems.
\nFirst, changes in the water quality of the sounds and estuaries resulting from the rapid runoff of storm waters may prove harmful to the fishery resources. Second, lowering of the water table may cause relatively rapid subsidence of the land surface in an irregular pattern in the extensive areas underlain by thick peat deposits as a result of biochemical oxidation, peat fires, and wind.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Raleigh, NC","doi":"10.3133/wri759","collaboration":"Prepared in cooperation with the North Carolina Department of Natural and Economic Resources","usgsCitation":"Heath, R., 1975, Hydrology of the Albemarle-Pamlico region, North Carolina : A preliminary report on the impact of agricultural developments: U.S. Geological Survey Water-Resources Investigations Report 75-9, vi, 98 p., https://doi.org/10.3133/wri759.","productDescription":"vi, 98 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":158998,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri759.jpg"},{"id":323463,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"North Carolina","otherGeospatial":" Albemarle-Pamlico region","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77.23388671874999,\n 34.57895241036945\n ],\n [\n -77.23388671874999,\n 36.54053616262899\n ],\n [\n -75.322265625,\n 36.54053616262899\n ],\n [\n -75.322265625,\n 34.57895241036945\n ],\n [\n -77.23388671874999,\n 34.57895241036945\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601f02","contributors":{"authors":[{"text":"Heath, Ralph C.","contributorId":53359,"corporation":false,"usgs":true,"family":"Heath","given":"Ralph C.","affiliations":[],"preferred":false,"id":198424,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47331,"text":"ofr75189 - 1975 - Generalized hydrologic map of Martha's Vineyard, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:10:45","indexId":"ofr75189","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-189","title":"Generalized hydrologic map of Martha's Vineyard, Massachusetts","language":"ENGLISH","doi":"10.3133/ofr75189","usgsCitation":"Kaye, C.A., 1975, Generalized hydrologic map of Martha's Vineyard, Massachusetts: U.S. Geological Survey Open-File Report 75-189, 1 map +1 text (5 leaves) pasted on 1 sheet., https://doi.org/10.3133/ofr75189.","productDescription":"1 map +1 text (5 leaves) pasted on 1 sheet.","costCenters":[],"links":[{"id":172037,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0189/report-thumb.jpg"},{"id":84273,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0189/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84274,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0189/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6aee16","contributors":{"authors":[{"text":"Kaye, Clifford Alan","contributorId":43729,"corporation":false,"usgs":true,"family":"Kaye","given":"Clifford","email":"","middleInitial":"Alan","affiliations":[],"preferred":false,"id":235071,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28918,"text":"wri7517 - 1975 - Hydrology of the Lake Wingra basin, Dane County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-21T12:00:41","indexId":"wri7517","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-17","title":"Hydrology of the Lake Wingra basin, Dane County, Wisconsin","docAbstract":"A water budget was prepared to identify the components of the hydrologic system in the Lake Wingra basin. The Lake Wingra basin, which includes a small eutrophic lake within the city of Madison, Wis., is partly a protected area and partly an urbanized area. Measured and estimated inflow and outflow to and from the lake in 1 year (June 1972 to May 1973) was about 4.5 metres (15 feet)—approximately twice the volume of the lake. Inflow to the lake is about 25 percent from direct precipitation on the lake surface, and the rest from nearly equal amounts of surface runoff and ground-water inflow. Outflow from the lake is about 10 percent ground-water outflow, 15 percent evaporation from the lake surface, and 75 percent discharge at the surface outlet. Increased withdrawal of water from municipal and industrial wells in Madison has slowed the rate of flow through the lake.
\nThe calculated 1972 water budget for the lake showed gains of about 3,560 millimetres (140 inches) and losses of about 3,500 millimetres (138 inches). A discrepancy of about 60 millimetres (2 inches) probably was caused in part by uncertainties in ground-water inflow and outflow. Effects of evapotranspiration and ground-water inflow in the marsh area southwest of the lake also probably contribute to the discrepancy.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7517","collaboration":"Prepared in cooperation with University of Wisconsin-Extension, Geological and Natural History Survey","usgsCitation":"Oakes, E.L., Hendrickson, G.E., and Zuehls, E., 1975, Hydrology of the Lake Wingra basin, Dane County, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 75-17, v, 31 p., https://doi.org/10.3133/wri7517.","productDescription":"v, 31 p.","numberOfPages":"40","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":57790,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119757,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0017/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane County","otherGeospatial":"Lake Wingra","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.61273193359375,\n 42.8699254870066\n ],\n [\n -89.61273193359375,\n 43.303195047973034\n ],\n [\n -89.0826416015625,\n 43.303195047973034\n ],\n [\n -89.0826416015625,\n 42.8699254870066\n ],\n [\n -89.61273193359375,\n 42.8699254870066\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db601b79","contributors":{"authors":[{"text":"Oakes, Edward L.","contributorId":79517,"corporation":false,"usgs":true,"family":"Oakes","given":"Edward","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hendrickson, G. E.","contributorId":99958,"corporation":false,"usgs":true,"family":"Hendrickson","given":"G.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200618,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zuehls, E.E.","contributorId":19942,"corporation":false,"usgs":true,"family":"Zuehls","given":"E.E.","email":"","affiliations":[],"preferred":false,"id":200616,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":38659,"text":"pp870A - 1975 - The channels and waters of the upper Salmon River area, Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:09:59","indexId":"pp870A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"870","chapter":"A","title":"The channels and waters of the upper Salmon River area, Idaho","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrologic evaluation of the Upper Salmon River area, Idaho","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/pp870A","usgsCitation":"Emmett, W.W., 1975, The channels and waters of the upper Salmon River area, Idaho: U.S. Geological Survey Professional Paper 870, 115 p., https://doi.org/10.3133/pp870A.","productDescription":"115 p.","costCenters":[],"links":[{"id":120084,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0870a/report-thumb.jpg"},{"id":65489,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0870a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aaae4b07f02db669556","contributors":{"authors":[{"text":"Emmett, W. W.","contributorId":107695,"corporation":false,"usgs":true,"family":"Emmett","given":"W.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":220236,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26695,"text":"wri753 - 1975 - Hydrologic analysis of the valley-fill aquifer, North Platte River Valley, Goshen County, Wyoming","interactions":[],"lastModifiedDate":"2017-09-20T16:18:26","indexId":"wri753","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-3","title":"Hydrologic analysis of the valley-fill aquifer, North Platte River Valley, Goshen County, Wyoming","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri753","usgsCitation":"Crist, M.A., 1975, Hydrologic analysis of the valley-fill aquifer, North Platte River Valley, Goshen County, Wyoming: U.S. Geological Survey Water-Resources Investigations Report 75-3, v, 129 p. :ill., maps(part fold. in pocket) ;27 cm., https://doi.org/10.3133/wri753.","productDescription":"v, 129 p. :ill., maps(part fold. in pocket) ;27 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":119064,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0003/report-thumb.jpg"},{"id":55558,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0003/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55559,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0003/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55560,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1975/0003/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55561,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db61190a","contributors":{"authors":[{"text":"Crist, Marvin A.","contributorId":63376,"corporation":false,"usgs":true,"family":"Crist","given":"Marvin","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":196844,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28764,"text":"wri7433 - 1975 - Evaluation of recharge potential near Indio, California","interactions":[],"lastModifiedDate":"2018-10-30T09:40:34","indexId":"wri7433","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"74-33","title":"Evaluation of recharge potential near Indio, California","docAbstract":"The U.S. Geological Survey evaluated the feasibility of utilizing 8,000 acre-feet (9.9 cubic hectometres) of sewage effluent per year to recharge the ground water in a 25-square mile (65-square kilometre) area northwest of Indio, Calif. The depth to water in the area studied ranged from about 50 feet (15 metres) to more than 200 feet (61 metres). Dissolved-solids concentrations greater than 500 milligrams per litre exist in the shallow aquifers in the eastern and southern parts of the study area. The permeability of the shallow sediments ranges from 15 to 50 feet per day (5 to 15 metres per day). The eastern part of the area is underlain by fine-grained sediments that effectively separate the deep and shallow aquifers and would not be conducive to artificial recharge. In the western part of the area, sediments in the upper 100 feet (30 metres) are primarily sand. Considering all but economic factors, the most hydrologically favorable area for recharge is west of Washington Street and north of the Whitewater River.
Using three spreading pits on a rotating basis and assuming long-term infiltration rates of 2 feet per day (0.6 metre per day), an area of 33 acres (13 hectares) would be required to infiltrate 8,000 acre-feet (9.9 cubic hectometres) per year. At the recharge site, a water-level rise of about 36 feet (11 metres) due to recharge is expected.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7433","usgsCitation":"Moreland, J.A., 1975, Evaluation of recharge potential near Indio, California: U.S. Geological Survey Water-Resources Investigations Report 74-33, iv, 36 p., https://doi.org/10.3133/wri7433.","productDescription":"iv, 36 p.","costCenters":[],"links":[{"id":358929,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0033/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159430,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0033/report-thumb.jpg"}],"country":"United States","state":"California","city":"Indio","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.3587760925293,\n 33.70663387044635\n ],\n [\n -116.25097274780272,\n 33.70663387044635\n ],\n [\n -116.25097274780272,\n 33.77343983379775\n ],\n [\n -116.3587760925293,\n 33.77343983379775\n ],\n [\n -116.3587760925293,\n 33.70663387044635\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fabc5","contributors":{"authors":[{"text":"Moreland, Joe A.","contributorId":48171,"corporation":false,"usgs":true,"family":"Moreland","given":"Joe","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200358,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30337,"text":"wri7556 - 1975 - Chemical and biological quality of water in part of the Everglades, southeastern Florida","interactions":[],"lastModifiedDate":"2020-08-12T18:54:02.158705","indexId":"wri7556","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-56","title":"Chemical and biological quality of water in part of the Everglades, southeastern Florida","docAbstract":"A comprehensive monitoring network was established in a part of the Everglades to evaluate the quality of water being delivered to Everglades National Park. Physical, chemical, and biological parameters were determined in surface water, bottom sediment, and bulk precipitation (rainfall and dry fallout).
The geology of the area, bottom sediment, bulk precipitation, natural, urban, and agricultural runoff, and the characteristics of the hydrologic system in the Everglades influence the type and concentration of each chemical constituent and how it affects the water quality.
The quality of surface water in the agricultural area between Lake Okeechobee and the water conservation areas is markedly different from that of other surface water in southeastern Florida. In general, the water in this area is higher in concentrations of most chemical constituents. Man has engaged in cultural activities, both agricultural and urban, which have affected the water quality in the northern and eastern segments of the area of investigation.
The quality of the water improves, however, as it flows to the south and east because there is minimal input from man's activities and many of the constituents are assimilated by plants, sorbed on organic material and clay in the bottom sediments, and entrapped within the sediments. Dilution by rainfall and concentration by evapotranspiration are also important factors that influence the quality of surface water in the area of investigation.
The area of investigation in the Everglades is a sink for macronutrients, trace metals, and chlorinated-hydrocarbon insecticides. These constituents do not move through the system freely. They become tied up in various complexes and for that reason, the water being delivered to Everglades National Park is of better quality than the water entering the northern edge of the water conservation areas. The various physical and biological processes and chemical reactions combine to improve the water quality as the water flows southward.
The data presented in this report may be used as a baseline for determination of future changes in water quality at the several places in the Everglades where recurrent sampling of rainfall, surface water, and bottom sediments was undertaken during the course of the investigation.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7556","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Waller, B.G., and Earle, J.E., 1975, Chemical and biological quality of water in part of the Everglades, southeastern Florida: U.S. Geological Survey Water-Resources Investigations Report 75-56, 157 p., https://doi.org/10.3133/wri7556.","productDescription":"157 p.","costCenters":[],"links":[{"id":377417,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0056/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159297,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0056/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Everglades","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.474609375,\n 25.11544539706194\n ],\n [\n -79.727783203125,\n 25.11544539706194\n ],\n [\n -79.727783203125,\n 26.931865156388916\n ],\n [\n -81.474609375,\n 26.931865156388916\n ],\n [\n -81.474609375,\n 25.11544539706194\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e48ab","contributors":{"authors":[{"text":"Waller, Bradley G.","contributorId":83492,"corporation":false,"usgs":true,"family":"Waller","given":"Bradley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203083,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Earle, James E.","contributorId":88382,"corporation":false,"usgs":true,"family":"Earle","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":203084,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48342,"text":"ofr741054 - 1975 - Computer processing hydrologic data in Brazil","interactions":[],"lastModifiedDate":"2012-02-02T00:10:07","indexId":"ofr741054","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-1054","title":"Computer processing hydrologic data in Brazil","language":"ENGLISH","doi":"10.3133/ofr741054","usgsCitation":"Isherwood, W., 1975, Computer processing hydrologic data in Brazil: U.S. Geological Survey Open-File Report 74-1054, 201 p. : ill. ; 28 cm., https://doi.org/10.3133/ofr741054.","productDescription":"201 p. : ill. ; 28 cm.","costCenters":[],"links":[{"id":162226,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a797b","contributors":{"authors":[{"text":"Isherwood, W.L.","contributorId":12025,"corporation":false,"usgs":true,"family":"Isherwood","given":"W.L.","affiliations":[],"preferred":false,"id":237253,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26503,"text":"wri7530 - 1975 - Optimizing information transfer in a stream-gaging network","interactions":[],"lastModifiedDate":"2017-12-06T13:13:54","indexId":"wri7530","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-30","title":"Optimizing information transfer in a stream-gaging network","docAbstract":"Networks of small stream (drainage area less than 50 square miles or 130 square kilometres) flood gages have been operated throughout the country for a number of years to supplement flood information already available for large streams. The goal in operating these networks has been to obtain sufficient data for estimating flood frequency at ungaged sites with the equivalent accuracy expected from 10 years of observed flood records. In some areas the networks have accumulated sufficient data to satisfy these accuracy goals. A review of these networks, looking toward possible reduction of the number of gages, is now timely. Continued operation of a few selected gages may be desirable to provide a longer time-sample base for improving the flood-frequency estimating equation and(or) to expand the area over which the equations apply.
In 1974, Thomas Maddock III developed a rational method for selecting gages to be retained in a reduced hydrologic network. This method of network analysis seeks the optimum set of gages to be retained for a given level of annual operating costs with the information content of the reduced network being the factor optimized. Application of Maddock's method demonstrated that a considerable number of gages could be eliminated from a network without grossly decreasing its information content.
Maddock's method of analysis is described in detail for a hypothetical network of gages. The method also is applied to actual networks in Montana, Illinois, and Georgia.
The analysis of networks in Montana illustrates the basic approach to selecting an optimal subset from the existing set of gages. The Illinois analysis demonstrated that by retaining only 26 percent of the gages, nearly 63 percent of the original information is retained in the reduced network. Application of the procedure shows how the design of networks in Georgia may be modified because of hydrologic considerations to meet budgetary constraints.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7530","usgsCitation":"Carrigan, P.H., and Golden, H.G., 1975, Optimizing information transfer in a stream-gaging network: U.S. Geological Survey Water-Resources Investigations Report 75-30, v, 25 p., https://doi.org/10.3133/wri7530.","productDescription":"v, 25 p.","numberOfPages":"34","costCenters":[],"links":[{"id":157924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0030/report-thumb.jpg"},{"id":349792,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0030/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aefe4b07f02db69138d","contributors":{"authors":[{"text":"Carrigan, Philip Hadley Jr.","contributorId":86768,"corporation":false,"usgs":true,"family":"Carrigan","given":"Philip","suffix":"Jr.","email":"","middleInitial":"Hadley","affiliations":[],"preferred":false,"id":196506,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Golden, Harold G.","contributorId":103244,"corporation":false,"usgs":true,"family":"Golden","given":"Harold","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":196507,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":39585,"text":"pp813B - 1975 - Summary appraisals of the nation's ground-water resources – Upper Mississippi region","interactions":[],"lastModifiedDate":"2021-12-14T22:13:49.686388","indexId":"pp813B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"813","chapter":"B","title":"Summary appraisals of the nation's ground-water resources – Upper Mississippi region","docAbstract":"The Upper Mississippi Region in general is rich in water-surface water is plentiful, and ground water is a large, important, and manageable resource. Total potable water in storage in the outwash and alluvial aquifers of the Mississippi River valley and the subbasins is about 45,000 billion gallons. This is about 10 percent of the water in storage in Lake Ontario. Water in storage in other aquifers of the region is probably at least several times that in the outwash and alluvial aquifers. Estimated ground-water recharge in the subbasins is 23,000 million gallons per day.
\nA comparison of ground-water withdrawals with estimated ground-water recharge suggests that the large ground-water resource of the region is not being fully utilized. Ground-water use by domestic, commercial, and rural interests is only 4 percent of recharge. Ground-water use (1965) by industry is only 3 percent of recharge.
\nWater in the outwash and alluvial aquifers of much of the valley of the Mississippi River in and south of St. Paul, Minn. of the Illinois River, the Lower Minnesota River, the Wisconsin River, the Lower Black River, the Wapsipinicon River, the Lower Rock River, and the Upper Des Moines River can be considered a regional resource. In these areas the ground-water resources are of sufficient magnitude to satisfy more than just local needs. For example, under certain specified conditions, ground water in the above areas can supply approximately 20 million additional people. Factors other than water supply, of course, will be constraints on development in the region.
\nAdvances in techniques in ground-water hydrology during recent years have provided methods that the hydrologist and planner can use for planning and design of ground-water developments. Therefore, the planner can now resolve some of the development and management questions that historically have bred uncertainty when this part of the water resource was considered for development.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813B","usgsCitation":"Bloyd, R., 1975, Summary appraisals of the nation's ground-water resources – Upper Mississippi region: U.S. Geological Survey Professional Paper 813, iii, 22 p., https://doi.org/10.3133/pp813B.","productDescription":"iii, 22 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":392910,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5057.htm"},{"id":67169,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0813b/report.pdf","text":"Report","size":"7.07 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":122101,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0813b/report-thumb.jpg"}],"country":"United States","state":"Illinois, Indiana, Iowa, Missouri, Minnesota, South Dakota, Wisconsin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.330078125,\n 45.920587344733654\n ],\n [\n -89.033203125,\n 46.10370875598026\n ],\n [\n -90.3076171875,\n 46.46813299215554\n ],\n [\n -90.04394531249999,\n 47.010225655683485\n ],\n [\n -90.263671875,\n 47.60616304386874\n ],\n [\n -91.62597656249999,\n 48.16608541901253\n ],\n [\n -93.7353515625,\n 48.42920055556841\n ],\n [\n -94.21875,\n 48.66194284607008\n ],\n [\n -94.921875,\n 48.574789910928864\n ],\n [\n -95.625,\n 46.52863469527167\n ],\n [\n -96.1083984375,\n 45.73685954736049\n ],\n [\n -97.03125,\n 45.644768217751924\n ],\n [\n -98.173828125,\n 45.49094569262732\n ],\n [\n -97.91015624999999,\n 44.96479793033104\n ],\n [\n -96.8994140625,\n 43.89789239125797\n ],\n [\n -95.6689453125,\n 43.67581809328344\n ],\n [\n -95.185546875,\n 43.26120612479979\n ],\n [\n -94.7900390625,\n 42.35854391749705\n ],\n [\n -94.482421875,\n 41.80407814427237\n ],\n [\n -93.515625,\n 40.94671366508002\n ],\n [\n -92.7685546875,\n 39.740986355883564\n ],\n [\n -91.97753906249999,\n 38.47939467327645\n ],\n [\n -91.01074218749999,\n 37.19533058280065\n ],\n [\n -89.384765625,\n 37.37015718405753\n ],\n [\n -87.6708984375,\n 37.85750715625203\n ],\n [\n -86.66015624999999,\n 38.51378825951165\n ],\n [\n -86.396484375,\n 39.977120098439634\n ],\n [\n -85.869140625,\n 41.07935114946899\n ],\n [\n -85.69335937499999,\n 41.73852846935917\n ],\n [\n -87.4072265625,\n 41.80407814427237\n ],\n [\n -87.7587890625,\n 42.032974332441405\n ],\n [\n -87.6708984375,\n 42.74701217318067\n ],\n [\n -87.6708984375,\n 43.29320031385282\n ],\n [\n -87.5830078125,\n 44.213709909702054\n ],\n [\n -87.4951171875,\n 44.5278427984555\n ],\n [\n -87.7587890625,\n 45.213003555993964\n ],\n [\n -88.330078125,\n 45.920587344733654\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db699644","contributors":{"authors":[{"text":"Bloyd, R. M.","contributorId":34549,"corporation":false,"usgs":true,"family":"Bloyd","given":"R. M.","affiliations":[],"preferred":false,"id":221717,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29753,"text":"wri7555 - 1975 - Hydrologic environmental effects of sprayed sewage effluent; Tallahassee, Florida","interactions":[],"lastModifiedDate":"2019-07-16T08:58:01","indexId":"wri7555","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-55","title":"Hydrologic environmental effects of sprayed sewage effluent; Tallahassee, Florida","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7555","usgsCitation":"Slack, L.J., 1975, Hydrologic environmental effects of sprayed sewage effluent; Tallahassee, Florida: U.S. Geological Survey Water-Resources Investigations Report 75-55, v, 73 p. , https://doi.org/10.3133/wri7555.","productDescription":"v, 73 p. ","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":365564,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0055/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159314,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0055/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Tallahassee","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -84.4134521484375,\n 30.358656420788783\n ],\n [\n -84.09484863281249,\n 30.358656420788783\n ],\n [\n -84.09484863281249,\n 30.51494904517773\n ],\n [\n -84.4134521484375,\n 30.51494904517773\n ],\n [\n -84.4134521484375,\n 30.358656420788783\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606d4a","contributors":{"authors":[{"text":"Slack, L. J.","contributorId":44157,"corporation":false,"usgs":true,"family":"Slack","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":202061,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38164,"text":"ofr75631 - 1975 - Plan of study of the hydrology of the Madison Limestone and associated rocks in Montana, Nebraska, North Dakota, South Dakota, and Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:09:50","indexId":"ofr75631","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-631","title":"Plan of study of the hydrology of the Madison Limestone and associated rocks in Montana, Nebraska, North Dakota, South Dakota, and Wyoming","docAbstract":"A major part of the United States ' coal reserves is in the Fort Union coal region of the Northern Great Plains. Large-scale development of these reserves would place a heavy demand on the area 's limited water resources. Surface water is poorly distributed in time and space. Its use for coal development in parts of the area would require storage reservoirs and distribution systems, whereas in the rest of the area surface water is fully appropriated and its use would deprive present users of their supply. Preliminary studies by the U.S. Geological Survey and State agencies in Wyoming, Montana, and South Dakota indicate that the Madison Limestone and associated rocks might provide a significant percentage of the total water requirements for coal development. This report briefly summarized the present knowledge of the geohydrology of the Madison and associated rocks, identifies the need for additional data, and outlines a 5-year plan for a comprehensive study of the hydrology of these rocks. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr75631","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Plan of study of the hydrology of the Madison Limestone and associated rocks in Montana, Nebraska, North Dakota, South Dakota, and Wyoming: U.S. Geological Survey Open-File Report 75-631, ii, 35 p. :5 maps ;27 cm.; (44 p. - PGS), https://doi.org/10.3133/ofr75631.","productDescription":"ii, 35 p. :5 maps ;27 cm.; (44 p. - PGS)","costCenters":[],"links":[{"id":165679,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0631/report-thumb.jpg"},{"id":64465,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0631/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64466,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0631/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":64467,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0631/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db6855e6","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529834,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27794,"text":"wri757 - 1975 - Hydrologic evaluation of the Haystack Butte area : with emphasis on possible discharge of class-I wastes, Edwards Air Force Base, California","interactions":[],"lastModifiedDate":"2018-10-30T12:47:28","indexId":"wri757","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-7","title":"Hydrologic evaluation of the Haystack Butte area : with emphasis on possible discharge of class-I wastes, Edwards Air Force Base, California","docAbstract":"The discharge of 3 acre-feet (4 x 10-3 cubic hectometres) per year of Class-I wastes in the Haystack Butte area of Edwards Air Force Base, Calif., has been proposed by the Air Force. Evaporation in this arid basin exceeds the 4 inches (100 millimetres) of annual precipitation. Fifteen test holes, ranging in depth from 40 to 240 feet (12 to 73 metres) below land surface, indicate that ground water occurs mostly in Tertiary volcanic and sedimentary rocks overlying pre-Tertiary quartz monzonite. Depth to water averages about 100 feet (30 metres) below land surface. Hydraulic conductivity of cores of Tertiary rock taken from a test hole at depths of 9 to 88 feet (2.7 to 27 metres) below land surface suggests values of 6.9 x 10-5 to 4.9 x 10-3 feet per day (2.1 x 10-5 to 1.5 x 10-3 metres per day). Petrographic analyses of these cores indicate a material consisting mostly of weathered volcanic rocks with a moderate concentration of montmorillonite clay.
The water-level gradient averages about 4 feet per mile (0.76 metre per kilometre). Ground-water discharge through a narrow gap in the southeastern part of the basin is calculated to be 3.8 x 10-4 acre-feet (4.7 x 10-7 cubic hectometres) per year. After leaving the basin, the underflow becomes part of a regional flow system discharging into Harper Lake playa.
An increase in the underflow from 3.8 x 10-4 acre-feet (4.7 x 10-7 cubic hectometres) per year to 3 acre-feet (4 x 10-3 cubic hectometres) per year may result in an undesirable surface-water flow by increasing the saturated thickness of the aquifer near the narrow gap in the southeastern part of the basin. Also, the very low hydraulic-conductivity values suggest that some difficulties may exist in percolating 3 acre-feet (4 x 10-3 cubic hectometres) per year of wastes resulting in possible saturation of the ground surface outside the boundaries of the potential Class-I site. Because the rate of evaporation is very high (116 inches or 294.6 millimetres per year) in the study area, many of the problems associated with the percolation of the waste water and the subsequent changes in ground-water movement could be minimized by evaporating the wastes to complete dryness.
The quality of the ground water in the basin is generally unsuitable for domestic, industrial, and irrigation purposes. The concentration and type of chemical constituents in the ground water suggest slow circulation in a geologic environment with soluble minerals.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri757","usgsCitation":"Hughes, J.L., 1975, Hydrologic evaluation of the Haystack Butte area : with emphasis on possible discharge of class-I wastes, Edwards Air Force Base, California: U.S. Geological Survey Water-Resources Investigations Report 75-7, iv, 34 p., https://doi.org/10.3133/wri757.","productDescription":"iv, 34 p.","costCenters":[],"links":[{"id":158606,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0007/report-thumb.jpg"},{"id":358950,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0007/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Edwards Air Force Base, Haystack Butte area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.63473510742186,\n 34.82282272723702\n ],\n [\n -117.49740600585936,\n 34.82282272723702\n ],\n [\n -117.49740600585936,\n 34.96474810049312\n ],\n [\n -117.63473510742186,\n 34.96474810049312\n ],\n [\n -117.63473510742186,\n 34.82282272723702\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606db9","contributors":{"authors":[{"text":"Hughes, Jerry L.","contributorId":19944,"corporation":false,"usgs":true,"family":"Hughes","given":"Jerry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198696,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30545,"text":"wri7512 - 1975 - Satellite relay and processing of hydrologic data in south Florida","interactions":[],"lastModifiedDate":"2018-11-02T10:21:07","indexId":"wri7512","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-12","title":"Satellite relay and processing of hydrologic data in south Florida","docAbstract":"Management of water in south Florida requires current hydrologic data on water levels and rainfall. This need is being met by a data processing system which provides near-real-time data from remote areas. The flow of data is from data-collection platforms at field sites via LANDSAT-1 satellite to the National Aeronautics and Space Administration's (NASA) ground-receiving stations to the NASA Data Processing Facility at Goddard Space Flight Center to the Miami office of the U.S. Geological Survey to data users. The process requires only a few hours, and current data are provided to water-management agencies in several different forms. The system has proven to be dependable.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7512","usgsCitation":"Wimberly, E., 1975, Satellite relay and processing of hydrologic data in south Florida: U.S. Geological Survey Water-Resources Investigations Report 75-12, 19 p., https://doi.org/10.3133/wri7512.","productDescription":"19 p.","costCenters":[],"links":[{"id":160722,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0012/report-thumb.jpg"},{"id":359105,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0012/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.63916015625,\n 25.075648445630527\n ],\n [\n -79.903564453125,\n 25.075648445630527\n ],\n [\n -79.903564453125,\n 27.27416111737468\n ],\n [\n -82.63916015625,\n 27.27416111737468\n ],\n [\n -82.63916015625,\n 25.075648445630527\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdc1f","contributors":{"authors":[{"text":"Wimberly, E.T.","contributorId":50180,"corporation":false,"usgs":true,"family":"Wimberly","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":203434,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27785,"text":"wri7521 - 1975 - Hydrology of Malheur Lake, Harney County, southeastern Oregon","interactions":[],"lastModifiedDate":"2017-02-07T07:53:52","indexId":"wri7521","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-21","title":"Hydrology of Malheur Lake, Harney County, southeastern Oregon","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7521","usgsCitation":"Hubbard, L.L., 1975, Hydrology of Malheur Lake, Harney County, southeastern Oregon: U.S. Geological Survey Water-Resources Investigations Report 75-21, vi, 40 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7521.","productDescription":"vi, 40 p. :ill., maps ;26 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":263476,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0021/report-thumb.jpg"},{"id":263501,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0021/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db60483f","contributors":{"authors":[{"text":"Hubbard, Larry L.","contributorId":91492,"corporation":false,"usgs":true,"family":"Hubbard","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":198684,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48229,"text":"ofr741029 - 1975 - Implementation of a hydrologic data processing system in Brazil","interactions":[],"lastModifiedDate":"2012-02-02T00:10:38","indexId":"ofr741029","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-1029","title":"Implementation of a hydrologic data processing system in Brazil","language":"ENGLISH","doi":"10.3133/ofr741029","usgsCitation":"Edwards, M.D., 1975, Implementation of a hydrologic data processing system in Brazil: U.S. Geological Survey Open-File Report 74-1029, 201 p. : ill. ; 28 cm., https://doi.org/10.3133/ofr741029.","productDescription":"201 p. : ill. ; 28 cm.","costCenters":[],"links":[{"id":172597,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c37e","contributors":{"authors":[{"text":"Edwards, Melvin D.","contributorId":94305,"corporation":false,"usgs":true,"family":"Edwards","given":"Melvin","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":237003,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26431,"text":"wri7511 - 1975 - Flood-hazard study : 100-year flood stage for Apple Valley Dry Lake, San Bernardino County, California","interactions":[],"lastModifiedDate":"2018-10-30T12:49:00","indexId":"wri7511","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-11","title":"Flood-hazard study : 100-year flood stage for Apple Valley Dry Lake, San Bernardino County, California","docAbstract":"A study of the flood hydrology of Apple Valley, Calif., was undertaken to develop the 100-year flood stage for Apple Valley dry lake. Synthetic hydrologic techniques were used because no adequate hydrologic or meteorologic data were available for the basin. The 100-year flood stage was estimated to be at an elevation of 2,909.0 feet (886.7 metres) above mean sea level.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7511","usgsCitation":"Busby, M., 1975, Flood-hazard study : 100-year flood stage for Apple Valley Dry Lake, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 75-11, iv, 40 p., https://doi.org/10.3133/wri7511.","productDescription":"iv, 40 p.","costCenters":[],"links":[{"id":358951,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0011/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158114,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0011/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Bernardino County","otherGeospatial":"Apple Valley Dry Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e74f5","contributors":{"authors":[{"text":"Busby, Mark W.","contributorId":83099,"corporation":false,"usgs":true,"family":"Busby","given":"Mark W.","affiliations":[],"preferred":false,"id":196380,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27201,"text":"wri7520 - 1975 - Bibliography of United States Geological Survey reports on the geology and water resources of Texas, 1887-1974","interactions":[],"lastModifiedDate":"2018-11-16T10:04:36","indexId":"wri7520","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-20","title":"Bibliography of United States Geological Survey reports on the geology and water resources of Texas, 1887-1974","docAbstract":"Water-resources investigations in Texas consist of the collection of basic records through the hydrologic-data network, interpretive studies, and research projects. An office was established in Austin, Texas, in 1915 for surface-water studies, for ground-water studies in 1929, and water-quality studies in 1937. Previous investigations of the water resources of Texas were carried out by personnel of the U.S. Geological Survey from the Washington headquarters. The basic-data records and the results of investigations are published by the Geological Survey or by cooperating agencies.
Geologic investigations were made by personnel from Washington and Denver as early as 1887. The Geophysics Branch of the Geologic Division maintained an office in Austin from 1954 to 1974. Results of these investigations were published by the Geological Survey.
This bibliography lists alphabetically by author all reports prepared as a result of Geological Survey investigations in Texas, many of which were carried out in cooperation with the Texas Water Development Board and its predecessor agencies, river authorities, other State and local agencies, and other Federal agencies.
","language":"English","publisher":"U. S. Geological Survey","doi":"10.3133/wri7520","usgsCitation":"1975, Bibliography of United States Geological Survey reports on the geology and water resources of Texas, 1887-1974: U.S. Geological Survey Water-Resources Investigations Report 75-20, iii, 174 p., https://doi.org/10.3133/wri7520.","productDescription":"iii, 174 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":359499,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0020/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158588,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0020/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62975f","contributors":{"compilers":[{"text":"Friebele, Charlotte D.","contributorId":57899,"corporation":false,"usgs":true,"family":"Friebele","given":"Charlotte","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":737924,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":28929,"text":"wri7513 - 1975 - Drainage areas for Illinois streams","interactions":[],"lastModifiedDate":"2020-04-06T16:42:43.448549","indexId":"wri7513","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","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":"75-13","displayTitle":"Drainage Areas for Illinois Streams","title":"Drainage areas for Illinois streams","docAbstract":"Drainage areas were tabulated for all streams in Illinois which drain over 100 square miles. at sites where streamflow data have been collected, and at other selected locations. Areas were planimetered on U.S. Geological Survey topographic quadrangle maps and balanced to known areas taken from Smithsonian Geographical Tables of areas of quadrilaterals of the earth's surface (procedures and standards recommended by Subcommittee on Hydrology, Federal Inter-Agency River Basin Committee). Streams are tabulated in sequence; first, the Ohio River basin, followed by the St. Lawrence River basin, and finally, the Mississippi River basin. Streams are listed in downstream order, starting at the headwaters; the rank of the stream system within each basin is indicated by indention. At sites where streamflow data had been collected, previously assigned U.S. Geological Survey eight-digit numbers are used. These numbers, which describe unique sites, increase in downstream order. All locations are identified by reference to a town, land-line location, topographic quadrangle, and county at the point where the drainage area was determined. An alphabetical index is provided.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"","doi":"10.3133/wri7513","collaboration":"Prepared in cooperation with Illinois Institute for Environmental Quality","usgsCitation":"Ogata, K.M., 1975, Drainage areas for Illinois streams: U.S. Geological Survey Water-Resources Investigations Report 75-13, iii, 120 p., https://doi.org/10.3133/wri7513.","productDescription":"iii, 120 p.","costCenters":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"links":[{"id":159065,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0013/report-thumb.jpg"},{"id":373750,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","contact":"Director, Central Midwest Water Science Center
U.S. Geological Survey
405 North Goodwin
Urbana, IL 61801
Ecological problems are a major concern to Florida as well as to the Nation. National attention was focused on these problems in September 1968, when the Port Authority of Dade County began to con-struct a jetport for supersonic aircraft on a 39-square-mile tract 6 miles north of Everglades National Park and on the east edge of the Big Cypress Swamp. Conservation groups and citizens raised questions as to the effects of a regional jetport and the attendant satellite growth on the water resources and biological communities of the National Park. The Department of the Interior began studies to investigate the situation. One study, Leopold (1969), reported on the unfavorable ecological effects of the attendant satellite growth.
Then Secretary of the Interior, Walter J. Hickel, directed the U.S. Geological Survey to study the water resources of the Big Cypress to determine which parts of the Big Cypress contribute the major part of the water necessary to maintain adequate water supplies for Everglades National Park. This was done in a report by Klein and others (1970).
At about the same time, the Departments of interior and Transportation, the State of Florida, and the Dade County Port Authority con-curred in assigning to the Secretary of the Interior certain responsibilities for planning, developing, and coordinating an ecological study of south Florida. A primary objective of the ecological study is to provide information that will assist in the formulation of land-use policy consistent with the protection of the environment of Everglades National Park, the adjacent estuaries, and the public water supplies.
The part of the investigation describing the surface-water and ground-water resources of south Florida was assigned to the Geological Survey. The quantity and quality of surface water and ground water and their interrelation with estuarine and marine waters are here considered. Also considered are the problems, present or future, related to the hydrologic environment that involve human, animal, and plant life. Changes taking place, apparent trends, and projections for the future are also considered, as well as alternatives for water management.
The Geological Survey effort began in January 1971, when aerial photography and selected qualitative hydrologic data were obtained. However, most of the information upon which this report Is based was obtained by the Geological Survey in cooperative programs with several local, State, and Federal agencies since about 1940. The long-term support of the U.S. Army Corps of Engineers, the National Park Service, U.S. Navy, Florida Department of Natural Resources, Central and Southern Florida Flood Control District, Dade, Broward, Palm Beach and Collier Counties, Miami and Miami Beach, Ft. Lauderdale, Naples and others in the collection of data is gratefully acknowledged.
A prolonged drought throughout south Florida from September 1970 to May 1971 accentuated the importance and timeliness of the study. The drought brought about a readvance of sea-water intrusion in many coastal areas, which necessitated restrictions on water use. The effect of drought on the regional water supply, continued population growth and increased water demands, and deterioration of the water quality in many of the canals and waterways of the urban areas accentuated the need for improved water management and land-use planning.
As a result of the water crisis, the Governor of Florida called a special conference in September 1971. The conference, attended by foremost scientific and government personnel, proposed creation of an agency that would develop and implement comprehensive land and water-use plans for south Florida that would minimize environmental degradation.
Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
Well waters along two traverse lines were sampled in 1963 and tested for tritium concentration. Haskell et al. [1966] estimated from the apparent thermonuclear tritium concentrations that groundwater had moved westward in the lower water‐bearing zone at a maximum velocity of 14–16.5 mi (23–27 km) in 9 yr. The maximum velocities and permeabilities estimated from the 1963 sampling were about an order of magnitude greater than the velocities and permeabilities suggested by prior hydrologic and geologic evidence. Consequently, in 1966–1970 the U.S. Geological Survey sampled and tested the tritium concentrations of well waters along the same two traverses but also extended the sampling eastward. On the basis of these analyses it is concluded that (1) thermonuclear tritium had not invaded the lower zone by 1970 within the extent of the 1963 sampling and (2) although the maximum westward movement of groundwater in the lower zone from 1955 to 1970 is indeterminate, it has been less than 4 mi (6.5 km) from the recharge area in 15 yr.
","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR011i005p00716","usgsCitation":"Poland, J.F., and Stewart, G.L., 1975, New tritium data on movement of groundwater in western Fresno County, California: Water Resources Research, v. 11, no. 5, p. 716-724, https://doi.org/10.1029/WR011i005p00716.","productDescription":"9 p.","startPage":"716","endPage":"724","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":357804,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","county":"Fresno County","volume":"11","issue":"5","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","contributors":{"authors":[{"text":"Poland, Joseph Fairfield","contributorId":39423,"corporation":false,"usgs":true,"family":"Poland","given":"Joseph","email":"","middleInitial":"Fairfield","affiliations":[],"preferred":false,"id":746304,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stewart, Gordon L.","contributorId":208191,"corporation":false,"usgs":false,"family":"Stewart","given":"Gordon","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":746305,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70207208,"text":"70207208 - 1975 - The hydrological cycle: Historical evolution of the concept","interactions":[],"lastModifiedDate":"2023-07-13T11:11:26.016962","indexId":"70207208","displayToPublicDate":"1975-07-31T09:40:42","publicationYear":"1975","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3713,"text":"Water International","active":true,"publicationSubtype":{"id":10}},"title":"The hydrological cycle: Historical evolution of the concept","docAbstract":"No abstract available.
","language":"English","publisher":"Taylor and Francis","doi":"10.1080/02508067508685694","usgsCitation":"Nace, R.L., 1975, The hydrological cycle: Historical evolution of the concept: Water International, v. 1, no. 1, p. 15-21, https://doi.org/10.1080/02508067508685694.","productDescription":"7 p.","startPage":"15","endPage":"21","costCenters":[],"links":[{"id":370201,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"1","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Nace, R. L.","contributorId":11332,"corporation":false,"usgs":true,"family":"Nace","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":777275,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70185637,"text":"70185637 - 1975 - Monitoring regional effects of high pressure injection of wastewater in a limestone aquifer","interactions":[],"lastModifiedDate":"2017-03-24T18:10:44","indexId":"70185637","displayToPublicDate":"1975-03-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Monitoring regional effects of high pressure injection of wastewater in a limestone aquifer","docAbstract":"More than 10 billion gallons (38 × 106 m3) of acid industrial liquid waste has been injected in about 11 years under high pressure into a saline-water-filled part of a limestone aquifer of low transmissivity between 1,400 and 1,700 feet (430 and 520 m) below land surface near Pensacola, Florida. A similar waste disposal system is planned for the same zone at a site about 8.5 miles (13.7 km) to the east. The injection zone is the lower limestone of the Floridan aquifer. The lower limestone is overlain by a confining layer of plastic clay about 220 feet (67 m) thick at the active injection site and underlain by another confining layer of shale and clay. The upper confining layer is overlain by the upper limestone of the Floridan aquifer.
The active injection system consists of two injection wells about a quarter of a mile (0.4 km) apart and three monitor wells. Two of the monitor wells (deep monitors) are used to observe hydraulic and geochemical effects of waste injection in the injection zone at locations about 1.5 miles (2.4 km) south and 1.9 miles (3.1 km) north of the center of the injection site. The third well (shallow monitor), used to observe any effects in the upper limestone, is about 100 feet (30 m) from one of the injection wells. Since 1972 the injection zone has also been monitored at a test well at the planned new injection site. Three more monitor wells in the injection zone were activated in early 1974 at sites 17 miles (27 km) northeast, 22 miles (35 km) east and 33 miles (53 km) northeast of the injection site. The six deep monitors provide a system for evaluating the regional effects of injecting wastes. No change in pressure or water quality due to injection was, by mid-1974, evident in the upper limestone at the injection site, but static pressures in the lower limestone at the site had increased 8 fold since injection began in 1963. Chemical analyses indicated probable arrival of the diluted waste at the south monitor well in 1973. By mid-1974 waste evidently had not reached the north monitor well.
Calculations indicate that by mid-1974 pressure effects from waste injection extended radially more than 40 miles (64 km) from the injection site. By mid-1974 pressure effects of injection were evident from water-level measurements made at the five deep monitor wells nearest the active injection site. No effects were recognized at the well 33 miles (53 km) away. Less than 20 miles (32 km) northeast of the active injection site, the lower limestone contains fresh water. Changes in the pressure regime due to injection indicate a tendency for northeastward movement of the fresh-water/salt-water interface in the lower limestone.
","language":"English","publisher":"Wiley","doi":"10.1111/j.1745-6584.1975.tb03077.x","usgsCitation":"Faulkner, G.L., and Pascale, C.A., 1975, Monitoring regional effects of high pressure injection of wastewater in a limestone aquifer: Groundwater, v. 13, no. 2, p. 197-208, https://doi.org/10.1111/j.1745-6584.1975.tb03077.x.","productDescription":"12 p. ","startPage":"197","endPage":"208","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":338338,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"13","issue":"2","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","scienceBaseUri":"58d63043e4b05ec799131135","contributors":{"authors":[{"text":"Faulkner, Glen L.","contributorId":58302,"corporation":false,"usgs":true,"family":"Faulkner","given":"Glen","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":686176,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pascale, Charles A.","contributorId":99978,"corporation":false,"usgs":true,"family":"Pascale","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":686177,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70047450,"text":"70047450 - 1975 - Channel erosion surveys along TAPS route, Alaska, 1974","interactions":[],"lastModifiedDate":"2013-09-19T13:36:52","indexId":"70047450","displayToPublicDate":"1975-01-01T12:46:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Channel erosion surveys along TAPS route, Alaska, 1974","docAbstract":"Repeated site surveys and aerial photographs at 26 stream crossings along the trans-Alaska pipeline system (TAPS) route during the period 1969-74 provide chronologie records of channel changes that predate pipeline-related construction at the sites. The 1974 surveys and photographs show some of the channel changes wrought by construction of the haul road from the Yukon River to Prudhoe Bay and by construction of camps and working pads all along the pipeline route. No pipeline crossings were constructed before 1975. These records of channel changes together with flood and icing measurements are part of the United States Department of the lnterior's continuing surveillance program to document the hydrologic aspects of the trans-Alaska pipeline and its environmental impacts.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Anchorage, AK","doi":"10.3133/70047450","usgsCitation":"Childers, J., and Jones, S.H., 1975, Channel erosion surveys along TAPS route, Alaska, 1974: Open-File Report, vii, 145 p., https://doi.org/10.3133/70047450.","productDescription":"vii, 145 p.","numberOfPages":"161","costCenters":[],"links":[{"id":277880,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70047450/report.pdf"},{"id":276123,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70047450/report-thumb.jpg"}],"country":"United States","state":"Alaska","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -150.82,60.54 ], [ -150.82,70.39 ], [ -140.98,70.39 ], [ -140.98,60.54 ], [ -150.82,60.54 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"52021ae1e4b0e21cafa49c2d","contributors":{"authors":[{"text":"Childers, Joseph","contributorId":47277,"corporation":false,"usgs":true,"family":"Childers","given":"Joseph","affiliations":[],"preferred":false,"id":482062,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, Stanley H.","contributorId":98729,"corporation":false,"usgs":true,"family":"Jones","given":"Stanley","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":482063,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70230344,"text":"70230344 - 1975 - Summary of hydrologic conditions in Collier County, Florida 1974","interactions":[],"lastModifiedDate":"2025-04-25T15:20:10.946766","indexId":"70230344","displayToPublicDate":"1975-01-01T12:09:56","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"FL 75-007","displayTitle":"Summary of Hydrologic Conditions in Collier County, Florida 1974","title":"Summary of hydrologic conditions in Collier County, Florida 1974","docAbstract":"No abstract is available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70230344","collaboration":"Prepared in cooperation with Collier County and the City of Naples","usgsCitation":"McCoy, H., 1975, Summary of hydrologic conditions in Collier County, Florida 1974: Open-File Report FL 75-007, 103 p., https://doi.org/10.3133/70230344.","productDescription":"103 p.","numberOfPages":"103","costCenters":[],"links":[{"id":398318,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70230344/ofr-75-007.pdf","text":"Report","size":"2.71 MB","linkFileType":{"id":1,"text":"pdf"},"description":"OFR FL 75-007"},{"id":398317,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70230344/coverthb2.jpg"}],"country":"United States","state":"Florida","county":"Collier 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Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314