Tables summarizing daily streamflow data by year are presented for gaging stations in Oklahoma that have at least 5 years of either unregulated or regulated stream-gaging record through September 30, 1974. Separate tables are presented for unregulated and regulated periods of record. These summary tables include: (1) the number of days in each year that the daily discharge was between selected limits (duration tables), (2) the lowest mean daily discharge (frequency tables), (3) the highest mean daily discharge (frequency tables), (4) a monthly duration table for each station with 29 years or more of essentially unregulated record, and (5) statistics of annual discharge. These summaries provide useful information about the quantity, distribution, and variability of streamflow and provide basic data for developing relations for estimating streamflow at sites other than regular stream-gaging sites. This information is also useful in designing bridges, culverts, and other hydraulic structures as well as reservoirs for water supply, flood control, and low-flow augmentation.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Oklahoma City, OK","doi":"10.3133/ofr75684","collaboration":"Prepared in cooperation with the Oklahoma Water Resources Board","usgsCitation":"Mize, L.D., 1975, Statistical summaries of streamflow records, Oklahoma through 1974: Compilations of flow-duration, low-flow, high-flow, monthly duration tables and statistics of annual discharge through 1974: U.S. Geological Survey Open-File Report 75-684, iv, 399 p., https://doi.org/10.3133/ofr75684.","productDescription":"iv, 399 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":13215,"rank":100,"type":{"id":15,"text":"Index 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MSA-152, 153, 154, 155, 156, 157, 158, 159, 160; last quarter 1971 through last quarter 1973","interactions":[],"lastModifiedDate":"2012-02-02T00:10:48","indexId":"ofr755","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":"75-5","title":"Abstracts of earthquake reports for the United States; MSA-152, 153, 154, 155, 156, 157, 158, 159, 160; last quarter 1971 through last quarter 1973","language":"ENGLISH","doi":"10.3133/ofr755","usgsCitation":"Water Resources Division, U.S. Geological Survey, and National Oceanic and Atmospheric Administration, 1975, Abstracts of earthquake reports for the United States; MSA-152, 153, 154, 155, 156, 157, 158, 159, 160; last quarter 1971 through last quarter 1973: U.S. Geological Survey Open-File Report 75-5, 285 p. : maps ; 26 cm. , https://doi.org/10.3133/ofr755.","productDescription":"285 p. : maps ; 26 cm. ","costCenters":[],"links":[{"id":171297,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b13e4b07f02db6a3938","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":531788,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"National Oceanic and Atmospheric Administration","contributorId":128155,"corporation":true,"usgs":false,"organization":"National Oceanic and Atmospheric Administration","id":531789,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48215,"text":"ofr74256 - 1975 - Estimated yield of fresh-water wells in Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:43","indexId":"ofr74256","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":"74-256","title":"Estimated yield of fresh-water wells in Florida","language":"ENGLISH","doi":"10.3133/ofr74256","usgsCitation":"Pascale, C.A., 1975, Estimated yield of fresh-water wells in Florida: U.S. Geological Survey Open-File Report 74-256, 1 map : col. ; 41 x 51 cm., https://doi.org/10.3133/ofr74256.","productDescription":"1 map : col. ; 41 x 51 cm.","costCenters":[],"links":[{"id":172126,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0256/report-thumb.jpg"},{"id":84917,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0256/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649f4d","contributors":{"authors":[{"text":"Pascale, Charles A.","contributorId":99978,"corporation":false,"usgs":true,"family":"Pascale","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":236981,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48087,"text":"ofr72405 - 1975 - Discharge measurements at low-flow partial-record stations in Iowa","interactions":[],"lastModifiedDate":"2012-02-02T00:10:03","indexId":"ofr72405","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":"72-405","title":"Discharge measurements at low-flow partial-record stations in Iowa","language":"ENGLISH","doi":"10.3133/ofr72405","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Discharge measurements at low-flow partial-record stations in Iowa: U.S. Geological Survey Open-File Report 72-405, 156 p. ; 29 cm. , https://doi.org/10.3133/ofr72405.","productDescription":"156 p. ; 29 cm. ","costCenters":[],"links":[{"id":264313,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1972/0405/report.pdf","size":"26147","linkFileType":{"id":1,"text":"pdf"}},{"id":264314,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1972/0405/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64aa33","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":531779,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48157,"text":"ofr73137 - 1975 - A survey of the water resources of St. Croix, Virgin Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:10:06","indexId":"ofr73137","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":"73-137","title":"A survey of the water resources of St. Croix, Virgin Islands","docAbstract":"St. Croix consists of two mountainous volcanic rock cores separated by a graben containing clays with minor limestone and conglomerate that is overlain by about 300 feet of marl and limestone. Predominantly fine-grained alluvium mantles much of the limestone and marl area and fills overdeepened south-trending valleys to depths of as much as 100 feet. Rainfall follows an orographic pattern ranging from about 30 inches in eastern St. Croix to 55 inches in the northwestern mountains. \r\n\r\nFour streams, all heading in the Northside Range, have intermittent reaches. All other streams in St. Croix are ephemeral, flowing only for a few hours or days following major rainstorms. Flow in the intermittent streams ranges from about 1 to 9 percent of the total rainfall and usually half or more of the flow is storm runoff resulting from two or three major storms. Storm runoff from individual storms seldom exceeds 5 percent of the rainfall. Only from 2 storms, one of 5 inches and the other of 7 inches in less than 48 hours, did runoff reach 20 percent, both times on River Gut at Golden Grove. The lack of storm runoff is attributed to the capability of the soil zone to accept large volumes of water and deficient soil moisture most of the year. \r\n\r\nThe dissolved-solids content of the water of St. Croix. reflects the influence of the sea and land. Bulk precipitation is believed to be the source of the initial mineral content of the island water. Additional mineralization, particularly of ground water, results from the solution of soluble salts, mixing with residual sea water, and concentration by evapotranspiration. Water in the volcanic rocks is basically a calcium bicarbonate sodium chloride type with dissolved solids ranging from 500 to 1,000 mg/l (milligrams per liter), and chloride concentration of 100 to 300 mg/1. By contrast, water in the limestone is a sodium bicarbonate sodium chloride type with dissolved-solids content ranging from less than 1,000 to more than 20,000 mg/1 and chloride concentration from less than 100 to more than 10,000 mg/l. The mineral content of water in the limestone invariably increases with depth. Water in the alluvial deposits and in the streams usually reflects the characteristics of water from the adjacent bedrock. \r\n\r\nThe retention of large volumes of rainfall in the soil zone from which it is evaporated and transpired by plants greatly reduces the water available for recharge to the aquifers of the island. Estimates of effective recharge to the aquifers range from less than 0.5 inch in some volcanic and marl rocks to 5 inches annually in more porous limestone and alluvium. Long-term yield from the aquifers is also affected by their storage capacity which may range from less than 1 percent in volcanic rocks and marl to 10 to 15 percent in limestone and alluvium. The ground-water potential (equivalent to the quantity of recharge) of St. Croix is estimated at 3.9 mgd (million gallons per day)--0.9 mgd from the Northside Range (Area 1) ; 0.4 mgd from the East End Range (Area 2), and 2.6 mgd from the central lowlands (Area 3). Most areas where major ground-water supplies are .available, principally in Central St. Croix, have already been developed. The Castle Coakley area, with a potential yield of 400,000 gpd, is the only major ground-water area still undeveloped. \r\n\r\nThe ground-water potential could be increased by reducing the brush and forest cover thus reducing water losses from transpiration; artificial recharge of alluvial aquifer by water spreading; utilizing streamflow (including storm runoff) or treated sewage effluent; or by lowering the ground-water level adjacent to streams to induce infiltration. \r\n\r\nAdvancements in desalination have made the brackish ground water in the Kingshill Marl (estimated at 35 billion recoverable gallons by Robison, 1972) a potential source of water. Recovery of this water would partly de-water the aquifer, which would cause water of better quality in the overlying rocks to","language":"ENGLISH","doi":"10.3133/ofr73137","usgsCitation":"Jordan, D.G., 1975, A survey of the water resources of St. Croix, Virgin Islands: U.S. Geological Survey Open-File Report 73-137, 131 p. part col.ill., part col.maps ; 28 cm., https://doi.org/10.3133/ofr73137.","productDescription":"131 p. part col.ill., part col.maps ; 28 cm.","costCenters":[],"links":[{"id":162666,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1973/0137/report-thumb.jpg"},{"id":84890,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1973/0137/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84887,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0137/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84888,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0137/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84889,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1973/0137/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a5dae","contributors":{"authors":[{"text":"Jordan, Donald George","contributorId":44127,"corporation":false,"usgs":true,"family":"Jordan","given":"Donald","email":"","middleInitial":"George","affiliations":[],"preferred":false,"id":236889,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":47091,"text":"ofr75300 - 1975 - Flood of April 1975 at Lansing, Michigan","interactions":[],"lastModifiedDate":"2017-06-02T14:44:18","indexId":"ofr75300","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":"75-300","title":"Flood of April 1975 at Lansing, Michigan","docAbstract":"On April 18 between 5 p.m. and 12 p.m. an intense rainstorm fell in the Lansing area resulting in extensive flooding. The Federal Disaster Assistance Administration estimated that 175 homes were damaged to at least half their value, 4,500 received some damage, with additional losses to schools, utilities, hospitals, and transportation systems. Early estimates indicated that damages may be as high as $20 million.
During the time of flooding the U.S. Geological Survey obtained aerial photography and streamflow data to document the disaster. This report shows on photomosaic base maps the extent of flooding in the Lansing area. Areas included are the lower reaches of the Red Cedar River and Sycamore Creek and the Grand River downstream from the confluence of the Red Cedar River. Little flooding occurred on the Grand River upstream from the Red Cedar so, although aerial photography was obtained for that reach, photomosaics were not prepared. Streamflow data collected at five gaging stations near Lansing are given. Information on the magnitude of the flood should be useful in making decisions regarding use of flood plains in the area. It is one of a series of reports on the April 1975 flood in the Lansing metropolitan area.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr75300","usgsCitation":"Miller, J.B., and Swallow, L., 1975, Flood of April 1975 at Lansing, Michigan: U.S. Geological Survey Open-File Report 75-300, 2 plates: 54.02 x 37.72 inches and 54.30 x 37.10 inches, https://doi.org/10.3133/ofr75300.","productDescription":"2 plates: 54.02 x 37.72 inches and 54.30 x 37.10 inches","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":135586,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0300/report-thumb.jpg"},{"id":341977,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0300/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":341978,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0300/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Michigan","city":"Lansing","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eef88","contributors":{"authors":[{"text":"Miller, John B.","contributorId":37304,"corporation":false,"usgs":true,"family":"Miller","given":"John","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":234613,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swallow, L.A.","contributorId":105683,"corporation":false,"usgs":true,"family":"Swallow","given":"L.A.","email":"","affiliations":[],"preferred":false,"id":234614,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26123,"text":"wri7450 - 1975 - Stream reconnaissance for nutrients and other water-quality parameters, Greater Pittsburgh Region, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-07T08:58:07","indexId":"wri7450","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":"50-74","title":"Stream reconnaissance for nutrients and other water-quality parameters, Greater Pittsburgh Region, Pennsylvania","docAbstract":"Eighty-five stream sites in and near the six-county Greater Pittsburgh Region were sampled in mid-June 1971 in mid-October 1972. Data are reported for 89 sites because 4 substitute sites were sampled in the second period. Drainage areas of the basins sampled ranged from 4.1 to 19,5000 square miles (10.6 to 50,500 square kilometres). The chemical analyses included constituents of three general classes: (1) nutrients, (2) activity indicators, and (3) dominant anions. Modification of the natural chemical and physical characteristics of the surface waters by man's activities is evident in some of the data. However, the activities are so diverse in type and in areal extent that their influence in terms of cause and effect is often obscure.
\nNutrient concentrations were high enough to indicate potential problems at about a quarter of the sampling sites. Temperature, dissolved oxygen, and pH values indicated a generally favorable capacity for regeneration or recovery from degradation, although a number a streams east of the Allegheny and Monongahela Rivers are marginal or lacking in the capacity. Regionally, sulfate is the dominant ion and was observed in concentrations of 40 milligrams per litre or more at 90 percent of the sites. Bicarbonate exceeded 100 milligrams per litre at 22 sites. A moderate to high degree of mineralization, as indicated by conductance readings of more than 500 micromhos per cetrimetre at half of the sampling sites, is a characteristic of the region's surface waters.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7450","usgsCitation":"Beall, R.M., 1975, Stream reconnaissance for nutrients and other water-quality parameters, Greater Pittsburgh Region, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 50-74, Report: iv, 47 p.; 2 Plates: 16.60 x 21.93 inches and 13.75 and 16.71 inches, https://doi.org/10.3133/wri7450.","productDescription":"Report: iv, 47 p.; 2 Plates: 16.60 x 21.93 inches and 13.75 and 16.71 inches","numberOfPages":"54","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":286676,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":286673,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1974/0050/plate-1.pdf"},{"id":286674,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1974/0050/plate-2.pdf"},{"id":286675,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0050/report.pdf"}],"scale":"500000","country":"United States","state":"Pennsylvania","otherGeospatial":"Greater Pittsburgh Region","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -80.5,39.75 ], [ -80.5,41.25 ], [ -78.75,41.25 ], [ -78.75,39.75 ], [ -80.5,39.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a5141","contributors":{"authors":[{"text":"Beall, Robert M.","contributorId":90695,"corporation":false,"usgs":true,"family":"Beall","given":"Robert","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195857,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26415,"text":"wri7516 - 1975 - Evaluation of data availability and examples of modeling for ground-water management on Cape Cod, Massachusetts","interactions":[],"lastModifiedDate":"2019-07-16T08:48:32","indexId":"wri7516","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":"75-16","title":"Evaluation of data availability and examples of modeling for ground-water management on Cape Cod, Massachusetts","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7516","usgsCitation":"Burns, A.W., Frimpter, M.H., and Willey, R.E., 1975, Evaluation of data availability and examples of modeling for ground-water management on Cape Cod, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 75-16, vi, 22 p. , https://doi.org/10.3133/wri7516.","productDescription":"vi, 22 p. ","costCenters":[{"id":376,"text":"Massachusetts Water Science Center","active":true,"usgs":true}],"links":[{"id":365558,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0016/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158382,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0016/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Cape Cod","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -70.3948974609375,\n 41.53119809844284\n ],\n [\n -69.88128662109375,\n 41.53119809844284\n ],\n [\n -69.88128662109375,\n 42.09007006868398\n ],\n [\n -70.3948974609375,\n 42.09007006868398\n ],\n [\n -70.3948974609375,\n 41.53119809844284\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fae2d","contributors":{"authors":[{"text":"Burns, Alan W.","contributorId":41419,"corporation":false,"usgs":true,"family":"Burns","given":"Alan","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196348,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Frimpter, Michael H.","contributorId":8074,"corporation":false,"usgs":true,"family":"Frimpter","given":"Michael","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196346,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Willey, Richard E.","contributorId":30972,"corporation":false,"usgs":true,"family":"Willey","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196347,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25980,"text":"wri7446 - 1975 - Evaluation of reservoir sites in North Carolina: Regional relations for estimating the reservoir capacity needed for a dependable water supply","interactions":[],"lastModifiedDate":"2020-08-06T02:01:45.865387","indexId":"wri7446","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":"74-46","title":"Evaluation of reservoir sites in North Carolina: Regional relations for estimating the reservoir capacity needed for a dependable water supply","docAbstract":"Draft-storage-frequency relations, which show the storage required for a reservoir to furnish a specified withdrawal or draft are regionalized for four zones in the State, using the mean annual flow of the streams as an index. The differences between the zones primarily reflect differences in the variability of stream flow.
To assure the available draft will fall below 75 percent of the mean annual flow of a stream only once in 50 years on the average, a reservoir in the mountains would need a usable storage capacity of 45 percent of the mean annual runoff of the impounded stream. In comparison, reservoirs in parts of the Piedmont furnishing a draft of 75 percent of the mean annual flow must have usable storage equal to 60 percent of the mean annual runoff of the stream. In the inner Coastal Plain the storage required increases to 84 per-cent, and in the outer Coastal Plain to about 110 percent. These increases in storage necessary to furnish a certain draft are indicative of the general increase in streamflow variability, both seasonally and between years, that occurs from west to east in the State.
Net evaporative draft, the evaporative loss from reservoirs when annual evaporation exceeds annual precipitation, also varies from west to east. For instance, a reservoir impounding a Piedmont stream, and designed with a 5 percent chance of deficiency, will have a net evaporative draft about twice as large as a similar sized reservoir in the Coastal Plain. In the mountains, annual precipitation always exceeds evaporation because of the cooler temperatures and higher rates of precipitation.
Annual net evaporation is also proportionately smaller for large reservoirs than for small ones. On a Coastal Plain reservoir, with storage equivalent to the mean annual runoff of the stream and being drafted at 90 percent of the mean annual flow, the net evaporation for a stream with a mean annual runoff of only 500 acre-feet (0.62 cubic hectometres) is three times as great as for a stream with mean annual runoff of 100,000 acre-feet (123 cubic hectometres). Thus, one large reservoir has less evaporation loss than several small ones capable of furnishing, collectively, the same reliable draft.
Under some circumstances, sedimentation can quickly reduce the available storage in a reservoir, thus decreasing the reliable draft. Estimated sedi-mentation rates in the Piedmont can range from 240 acre-feet per year (0.3 cubic hectometres per year) in a severely exposed drainage basin of 10 square miles (26 square kilometres) to 0.4 acre-feet per year (493 cubic metres per year) in a wooded basin of the same size.
Seepage beneath and around a reservoir dam is normally not significant in the State. The usual engineering practices should be followed, however, to avoid locating the dam on an open or active fault, cavernous limestone, or continuous beds of sand or gravel.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7446","collaboration":"Prepared in cooperation with the North Carolina Department of Natural and Economic Resources","usgsCitation":"Arteaga, F., and Hubbard, E., 1975, Evaluation of reservoir sites in North Carolina: Regional relations for estimating the reservoir capacity needed for a dependable water supply: U.S. Geological Survey Water-Resources Investigations Report 74-46, Report: v, 60 p.; 1 Plate: 34.95 x 16.66 inches, https://doi.org/10.3133/wri7446.","productDescription":"Report: v, 60 p.; 1 Plate: 34.95 x 16.66 inches","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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F.","contributorId":66666,"corporation":false,"usgs":true,"family":"Hubbard","given":"E. F.","affiliations":[],"preferred":false,"id":195581,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24986,"text":"pp975 - 1975 - Geological Survey research, 1975","interactions":[],"lastModifiedDate":"2023-09-27T19:59:16.561618","indexId":"pp975","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":"975","title":"Geological Survey research, 1975","docAbstract":"'Geological Survey Research 1975 ' is the 16th annual synopsis of the results of U.S. Geological Survey investigations. These studies are largely directed toward the development of knowledge that will assist the Nation to use and conserve the land and its physical resources wisely. They are wide ranging in scope and deal with almost every facet of solid-earth science and fact finding. Many of the studies are continuations of investigations that have been in progress for several years. But others reflect the increased attention being given to problems that have assumed greater importance in recent years--problems relating to mineral fuels and mineral resources, water quality, environmental impact of mineral resources, land-use analysis, earthquake hazards reduction, subsidence, and the applications of LANDSAT data, to cite a few examples.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp975","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Geological Survey research, 1975: U.S. Geological Survey Professional Paper 975, ix, 373 p., https://doi.org/10.3133/pp975.","productDescription":"ix, 373 p.","costCenters":[],"links":[{"id":421284,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_92957.htm","linkFileType":{"id":5,"text":"html"}},{"id":53971,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0975/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124133,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0975/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db68640d","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":529147,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25860,"text":"wri7442 - 1975 - Water resources of the Toppenish Creek Basin, Yakima Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2013-07-15T15:37:00","indexId":"wri7442","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":"74-42","title":"Water resources of the Toppenish Creek Basin, Yakima Indian Reservation, Washington","docAbstract":"The Yakima River, which flows along the eastern margin of the Yakima Indian Reservation, provides about 93 percent of the irrigation water for the eastern part of the Toppenish Creek basin--the major agricultural area in the basin . During 1972, the total surface water diverted from all streams and from ground-water irrigation was nearly 700,000 acre-feet (863 million cubic metres).","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/wri7442","collaboration":"Prepared in cooperation with the Yakima Tribal Council","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Water resources of the Toppenish Creek Basin, Yakima Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 74-42, viii, 144 p., https://doi.org/10.3133/wri7442.","productDescription":"viii, 144 p.","costCenters":[],"links":[{"id":158292,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":271058,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0042/report.pdf"}],"country":"United States","state":"Washington","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -124.7857,45.5435 ], [ -124.7857,49.0024 ], [ -116.9156,49.0024 ], [ -116.9156,45.5435 ], [ -124.7857,45.5435 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f02fd","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":529222,"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":25118,"text":"cir601K - 1975 - An introduction to the processes, problems, and management of urban lakes","interactions":[],"lastModifiedDate":"2017-07-07T08:54:01","indexId":"cir601K","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"601","chapter":"K","title":"An introduction to the processes, problems, and management of urban lakes","docAbstract":"Lakes are bodies of water formed in depressions on the earth's surface, and as such, act as depositories for a variety of chemical and biological materials. The study of lakes has become increasingly prevalent in recent years. Lakes are a valuable resource, and their multiple uses have made them susceptible to water-quality problems such as algal blooms, sediment deposition and fish kills. These problems are products of the eutrophication process (enrichment, aging and extinction of lakes), which is often accelerated by man. Therefore, it becomes important to understand the properties and processes of lakes which govern lake enrichment, and the measures available to control enrichment.
\nLakes are described in terms of their physical (light penetration, temperature, sediment, and morphology), chemical (chemical constituents, plant nutrients:, and dissolved gases) and biological (plankton, benthos, and nekton) properties. These properties are all interre]ated, and are important variables to measure to evaluate water quality. In addition, lake processes, such as photosynthesis, respiration, eutrophication, and biogeochemical cycling, are important factors in determining the sources and extent of enrichment, and managing a lake for maximum benefit. Meeting demands for water of high quality requires a general knowledge of lake properties and processes, coupled with lake-basin planning, watershed and lake management, and water-quality control. There are many lake-management and control practices, but the best tools for quality control are preventive measures. Once extensive enrichment has occurred, there are few management or control options available.
\nAs lake studies become more common, sampling techniques for data collection need increased accuracy and consistency, in order to make meaningful comparisons between different lakes. Therefore, the report discusses the main factors involved in conducting lake studies. These factors include the types and frequency of measurements useful in lake reconnaissance studies and a review of literature on sampling equipment and techniques. A glossary of selected terms begins the report, which is intended for guideline use by urban planners and managers.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/cir601K","usgsCitation":"Britton, L.J., Averett, R., and Ferreira, R.F., 1975, An introduction to the processes, problems, and management of urban lakes: U.S. Geological Survey Circular 601, vi, 22 p., https://doi.org/10.3133/cir601K.","productDescription":"vi, 22 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true},{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":54098,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1975/0601k/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156852,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1975/0601k/report-thumb.jpg"}],"country":"United 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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.
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Lawson V.","contributorId":33714,"corporation":false,"usgs":true,"family":"Causey","given":"Lawson","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":196578,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26381,"text":"wri7526 - 1975 - Sediment transport, turbidity, channel configuration, and possible effects of impoundment of the Mad River, Humboldt County, California","interactions":[],"lastModifiedDate":"2018-11-15T11:59:29","indexId":"wri7526","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":"75-26","title":"Sediment transport, turbidity, channel configuration, and possible effects of impoundment of the Mad River, Humboldt County, California","docAbstract":"Sediment-transport conditions were determined at two stations, Mad River near Arcata and Mad River near Kneeland. Using a release-flow model and an empirical equation, the suspended-sediment discharge at Kneeland was estimated to be about 60 percent of the suspended-sediment discharge at the Arcata station. The study of the proposed impoundment determined the effect of discharge on channel configuration and concluded: The reservoir would trap about 60 percent of the potential beach-forming sediments. Release flows could transport'the expected inflow of sediment particles less than 2 millimetres in diameter for the reach of the river downstream from the impoundment site and about 130,000 tons per year (120,000 tonnes per year) of bed material particles less than 3 inches (76 millimetres) in diameter. Release flows could be expected to degrade the channel for about 15.miIes (24 kilometres) downstream from the impoundment, and downstream from that reach artificial adjustments would override most release-flow effects on channel adjustments. Turbidity of release flows could approximate preimpoundment turbidity for an average year.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7526","usgsCitation":"Brown, W.M., 1975, Sediment transport, turbidity, channel configuration, and possible effects of impoundment of the Mad River, Humboldt County, California: U.S. Geological Survey Water-Resources Investigations Report 75-26, viii, 63 p., https://doi.org/10.3133/wri7526.","productDescription":"viii, 63 p.","numberOfPages":"77","costCenters":[],"links":[{"id":359456,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0026/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158103,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0026/report-thumb.jpg"}],"country":"United States","state":"California","county":"Humboldt County","otherGeospatial":"Mad River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -124.25,\n 41\n ],\n [\n -124.25,\n 40.75\n ],\n [\n -123.75,\n 40.75\n ],\n [\n -123.75,\n 41\n ],\n [\n -124.25,\n 41\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbe70","contributors":{"authors":[{"text":"Brown, William M. III","contributorId":72365,"corporation":false,"usgs":true,"family":"Brown","given":"William","suffix":"III","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196289,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26161,"text":"wri7529 - 1975 - Ground-water resources of American Samoa with emphasis on the Tafuna-Leone Plain, Tutuila Island","interactions":[],"lastModifiedDate":"2012-02-02T00:08:31","indexId":"wri7529","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":"75-29","title":"Ground-water resources of American Samoa with emphasis on the Tafuna-Leone Plain, Tutuila Island","language":"ENGLISH","publisher":"U. S. Geological Survey,","doi":"10.3133/wri7529","usgsCitation":"Bentley, C., 1975, Ground-water resources of American Samoa with emphasis on the Tafuna-Leone Plain, Tutuila Island: U.S. Geological Survey Water-Resources Investigations Report 75-29, 65 p. in various pagings :ill., map ;27 cm., https://doi.org/10.3133/wri7529.","productDescription":"65 p. in various pagings :ill., map ;27 cm.","costCenters":[],"links":[{"id":158119,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65ddd9","contributors":{"authors":[{"text":"Bentley, C.B.","contributorId":28223,"corporation":false,"usgs":true,"family":"Bentley","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":195921,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25965,"text":"wri7514 - 1975 - Water-quality assessment of the Indiana Dunes National Lakeshore, 1973-74","interactions":[],"lastModifiedDate":"2018-11-19T12:18:53","indexId":"wri7514","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":"75-14","title":"Water-quality assessment of the Indiana Dunes National Lakeshore, 1973-74","docAbstract":"The Indiana Dunes National Lakeshore is underlain by unconsolidated lake and glacial deposits which have been divided into three units. Unit 1 is comprised mostly of sand and, in the western part of the National Lakeshore, is capable of yielding more than 500 gallons per minute (32 litres per second) to properly constructed wells. Unit 2, a silt till below unit 1, has little potential as a source of water for public supplies within the National Lakeshore area. Unit 4, a clay till under unit 2, is capable of yielding from 10 to 65 gallons per minute (0.6 to 4 litres per second) throughout the National Lakeshore.
Precipitation samples collected at the National Lakeshore had average inorganic ion concentrations ranging from 0 to 7.0 milligrams per litre. Streams in the National Lakeshore generally had a specific conductance ranging from 300 to 600 micromhos, a pH ranging from 6.5 to 8.1, and a dissolved oxygen concentration near saturation (7.7 to 12.9 milligrams per litre). The hogs and marshlands generally contained water with a specific conductance ranging from 40 to 150 micromhos, a pH ranging from 5.0 to 6.5, and dissolved oxygen ranging from 0.2 to 4.0 milligrams per litre. Most surface waters tended to have calcium and bicarbonate as the dominant ion pair. Exceptions include some inter-dunal ponds and certain watercourses and areas of Pinhook Bog. Ground-water chemical quality varied with depth and location but not with time during a 6-month interval. Ground water was usually a calcium magnesium bicarbonate type and moderately to very hard (71 to 390 milligrams per litre).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7514","usgsCitation":"Arihood, L.D., 1975, Water-quality assessment of the Indiana Dunes National Lakeshore, 1973-74: U.S. Geological Survey Water-Resources Investigations Report 75-14, iv, 56 p., https://doi.org/10.3133/wri7514.","productDescription":"iv, 56 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":359561,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0014/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157926,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0014/report-thumb.jpg"}],"country":"United States","state":"Indiana","otherGeospatial":"Indiana Dunes National Lakeshore","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.28869438171387,\n 41.621923034123846\n ],\n [\n -87.26963996887207,\n 41.621730547188456\n ],\n [\n -87.26912498474121,\n 41.60806250618307\n ],\n [\n -87.24603652954102,\n 41.608511736657555\n ],\n [\n -87.24303245544434,\n 41.609859409312534\n ],\n [\n -87.24311828613281,\n 41.61306804041503\n ],\n [\n -87.23959922790527,\n 41.61313221140915\n ],\n [\n -87.23779678344727,\n 41.61396642852365\n ],\n [\n -87.23367691040039,\n 41.61441561788573\n ],\n [\n -87.23221778869629,\n 41.61249049859493\n ],\n [\n -87.2306728363037,\n 41.61531398722544\n ],\n [\n -87.2303295135498,\n 41.61614817612265\n ],\n [\n -87.22672462463377,\n 41.61499314246908\n ],\n [\n -87.22346305847167,\n 41.618329849922084\n ],\n [\n -87.22466468811035,\n 41.62558017672615\n ],\n [\n -87.17668533325195,\n 41.63578058345409\n ],\n [\n -87.17471122741699,\n 41.62301378257129\n ],\n [\n -87.17968940734863,\n 41.62275713753768\n ],\n [\n -87.18063354492188,\n 41.621923034123846\n ],\n [\n -87.1805477142334,\n 41.61807318624671\n ],\n [\n -87.18818664550781,\n 41.616725685192804\n ],\n [\n -87.1889591217041,\n 41.61634067972058\n ],\n [\n -87.18844413757324,\n 41.61364557706411\n ],\n [\n -87.18973159790039,\n 41.61358140658068\n ],\n [\n -87.19127655029297,\n 41.60799833014563\n ],\n [\n -87.19874382019043,\n 41.605174521299304\n ],\n [\n -87.19951629638672,\n 41.60645808609603\n ],\n [\n -87.20681190490723,\n 41.607677449000946\n ],\n [\n -87.2068977355957,\n 41.60273567783677\n ],\n [\n -87.21256256103516,\n 41.59978327031246\n ],\n [\n -87.21359252929686,\n 41.603698390215456\n ],\n [\n -87.22123146057129,\n 41.60286404031713\n ],\n [\n -87.22294807434082,\n 41.600040006763784\n ],\n [\n -87.23161697387695,\n 41.600681843423565\n ],\n [\n -87.23153114318848,\n 41.59644560350027\n ],\n [\n -87.25247383117676,\n 41.59792190049485\n ],\n [\n -87.25273132324217,\n 41.60061766004485\n ],\n [\n -87.25496292114258,\n 41.60074602673845\n ],\n [\n -87.2548770904541,\n 41.60382675078074\n ],\n [\n -87.27805137634276,\n 41.60389093096761\n ],\n [\n -87.27865219116211,\n 41.59914142471562\n ],\n [\n -87.34139442443848,\n 41.605880485097465\n ],\n [\n -87.32903480529784,\n 41.60645808609603\n ],\n [\n -87.31126785278319,\n 41.60594466324155\n ],\n [\n -87.30174064636229,\n 41.609153489052005\n ],\n [\n -87.28517532348633,\n 41.609602711929725\n ],\n [\n -87.28526115417479,\n 41.61640484745891\n ],\n [\n -87.28963851928711,\n 41.616854019839494\n ],\n [\n -87.29006767272949,\n 41.62205135842823\n ],\n [\n -87.28869438171387,\n 41.621923034123846\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e6ec4","contributors":{"authors":[{"text":"Arihood, Leslie D. 0000-0001-5792-3699 larihood@usgs.gov","orcid":"https://orcid.org/0000-0001-5792-3699","contributorId":2357,"corporation":false,"usgs":true,"family":"Arihood","given":"Leslie","email":"larihood@usgs.gov","middleInitial":"D.","affiliations":[{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true},{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"preferred":true,"id":195557,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56432,"text":"wdrAK741 - 1975 - Water resources data for Alaska, water year 1974","interactions":[],"lastModifiedDate":"2012-02-02T00:12:17","indexId":"wdrAK741","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"AK-74-1","title":"Water resources data for Alaska, water year 1974","language":"ENGLISH","doi":"10.3133/wdrAK741","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Water resources data for Alaska, water year 1974: U.S. Geological Survey Water Data Report AK-74-1, 335 p., https://doi.org/10.3133/wdrAK741.","productDescription":"335 p.","costCenters":[],"links":[{"id":185112,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4cec","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":532613,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56477,"text":"wdrFL7413 - 1975 - Water resources data for Florida, water year 1974; Part 1, Surface water records; Volume 3, Lakes","interactions":[],"lastModifiedDate":"2012-02-02T00:12:20","indexId":"wdrFL7413","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"FL-74-1-3","title":"Water resources data for Florida, water year 1974; Part 1, Surface water records; Volume 3, Lakes","language":"ENGLISH","doi":"10.3133/wdrFL7413","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Water resources data for Florida, water year 1974; Part 1, Surface water records; Volume 3, Lakes: U.S. Geological Survey Water Data Report FL-74-1-3, 221 p., https://doi.org/10.3133/wdrFL7413.","productDescription":"221 p.","costCenters":[],"links":[{"id":184201,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fee4b07f02db5f7369","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":532658,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":56478,"text":"wdrFL742 - 1975 - Water resources data for Florida, water year 1974; Part 2. Water quality records","interactions":[],"lastModifiedDate":"2023-01-06T18:47:07.830191","indexId":"wdrFL742","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"FL-74-2","title":"Water resources data for Florida, water year 1974; Part 2. Water quality records","docAbstract":"Water-resources investigations of the U. S. Geological Survey include the collection of water quality data on the chemical and physical characteristics of surface- and ground-water resources of the Nation. Data for the 1974 water year for the quality of surface waters in Florida are presented in this report. The data in this report were collected by the Water Resources Division of the U.S. Geological Survey under the direction of Clyde S. Conover, District Chief, Florida District. These data represent that portion of the National Water Data System collected by the U. S. Geological Survey in cooperation with State, municipal, and other Federal agencies.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrFL742","collaboration":"Prepared in cooperation with the State of Florida and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1975, Water resources data for Florida, water year 1974; Part 2. 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