{"pageNumber":"242","pageRowStart":"6025","pageSize":"25","recordCount":6232,"records":[{"id":1101,"text":"wsp1870A - 1970 - Floods of December 1966 in southwestern Utah","interactions":[],"lastModifiedDate":"2017-09-04T14:58:45","indexId":"wsp1870A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1870","chapter":"A","title":"Floods of December 1966 in southwestern Utah","docAbstract":"<p>Severe floods occurred in parts of southwestern Utah on December 5-6, 1966, as a result of precipitation of about 1 inch to more than 12 inches during December 3-6. The flood on the Virgin River was the greatest since the first settlers arrived in 1860.</p><p>The peak discharge of the Virgin River at Virgin, Utah, was 22,830 cubic feet per second on December 6; this exceeded the previous maximum discharge of 13,500 cubic feet per second on March 3, 1938, and September 17, 1961, and probably has a recurrence interval of 100 years. At eight other gage sites in the flood area, the peak discharge in December 1966 was the highest of record; the recurrence intervals of some of the peak discharges may be 100 years. The flood peaks were generally of short duration and most streams receded to near base flow within 24 hours.</p><p>The dissolved-solids content was significantly lower in the Virgin River at Virgin than at St. George, about 25 miles downstream; the water was of the calcium sulfate type at both sites. Data for the Santa Clara River above Winsor Dam and the Santa Clara River near Santa Clara show a significant increase in dissolved solids between the two sites. The water above Winsor Dam was of the calcium bicarbonate type, and the water near Santa Clara was of the calcium bicarbonate sulfate type.</p><p>The suspended-sediment discharge, during the period December 5-8, 1966, at Santa Clara River above Winsor Dam, near Santa Clara was about foyer times greater than all the suspended-sediment discharge during the preceding 3 years ; the suspended-sediment discharge of the Virgin River at Virgin was greater during the 4-day period than during any one of the preceding 3 years.</p><p>Nearly all the flood damage in the area occurred in the Virgin River basin. According to the Soil Conservation Service, total damage in the Dixie Soil Conservation District in Washington County was about $835,000; 60 percent of the damage was caused by floodwater and 40 percent by deposited sediment.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1870A","usgsCitation":"Butler, E., and Mundorff, J.C., 1970, Floods of December 1966 in southwestern Utah: U.S. Geological Survey Water Supply Paper 1870, Report: iv, 40 p.; 2 Plates: 35.50 in. x 22.11 in. and 19.50 in. x 18.05 in., https://doi.org/10.3133/wsp1870A.","productDescription":"Report: iv, 40 p.; 2 Plates: 35.50 in. x 22.11 in. and 19.50 in. x 18.05 in.","numberOfPages":"45","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":25835,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1870a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1870a/report-thumb.jpg"},{"id":25834,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1870a/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing location and size of radar echoes in parts of Nevada, Arizona, and Utah during December 3-6 1966"},{"id":25833,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1870a/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of southwestern Utah showing stream-gaging and water-quality sampling sites, geology, vegetation, and precipitation at selected sites during period December 3-7, 1966"}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b26e4b07f02db6b001c","contributors":{"authors":[{"text":"Butler, Elmer","contributorId":33301,"corporation":false,"usgs":true,"family":"Butler","given":"Elmer","email":"","affiliations":[],"preferred":false,"id":143178,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mundorff, J. C.","contributorId":63374,"corporation":false,"usgs":true,"family":"Mundorff","given":"J.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":143179,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":47990,"text":"ofr71322 - 1970 - A proposed streamflow-data program for Utah","interactions":[],"lastModifiedDate":"2017-09-04T12:33:07","indexId":"ofr71322","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"71-322","title":"A proposed streamflow-data program for Utah","docAbstract":"An evaluation of the streamflow data available in Utah was made to provide guidelines for planning future programs. The basic steps in the evaluation procedure were (1) definition of the long- term goals of the streamflow-data program in quantitative form, (2) examination and analysis of all available data to determine which goals have already been met, and (3) consideration of alternate programs and techniques to meet the remaining objectives. The principal goals are (1) to provide current streamflow data where needed for water management and (2) to define streamflow characteristics at any point on any stream within a specified accuracy. It was found that the first goal generally is being satisfied but that flow characteristics at ungaged sites cannot be estimated within the specified accuracy by regression analysis with the existing data and model now available. This latter finding indicates the need for some changes in the present data program so that the accuracy goals can be approached by alternate methods. The regression method may be more successful at a future time if a more suitable model can be developed, and if an adequate sample of streamflow records can be obtained in all areas. In the meantime, methods of transferring flow characteristics which require some information at the ungaged site may be used. A modified streamflow-data program based on this study is proposed.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr71322","usgsCitation":"Whitaker, G., 1970, A proposed streamflow-data program for Utah: U.S. Geological Survey Open-File Report 71-322, ii, 46 p., https://doi.org/10.3133/ofr71322.","productDescription":"ii, 46 p.","numberOfPages":"48","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":162774,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1971/0322/report-thumb.jpg"},{"id":84778,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1971/0322/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a8858","contributors":{"authors":[{"text":"Whitaker, G.L.","contributorId":36983,"corporation":false,"usgs":true,"family":"Whitaker","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":236638,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55963,"text":"ofr7015 - 1970 - Basic data on the quantity of low flow in Barton Creek, Texas, July 6-8 and October 1-3, 1970","interactions":[],"lastModifiedDate":"2017-06-14T14:49:37","indexId":"ofr7015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-15","title":"Basic data on the quantity of low flow in Barton Creek, Texas, July 6-8 and October 1-3, 1970","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7015","usgsCitation":"Baker, E.T., and Watson, J., 1970, Basic data on the quantity of low flow in Barton Creek, Texas, July 6-8 and October 1-3, 1970: U.S. Geological Survey Open-File Report 70-15, 12 p., https://doi.org/10.3133/ofr7015.","productDescription":"12 p.","costCenters":[],"links":[{"id":185346,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a70e4b07f02db641b86","contributors":{"authors":[{"text":"Baker, E. T. Jr.","contributorId":88366,"corporation":false,"usgs":true,"family":"Baker","given":"E.","suffix":"Jr.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":254565,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Watson, J.A.","contributorId":98809,"corporation":false,"usgs":true,"family":"Watson","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":254566,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":22527,"text":"ofr7033 - 1970 - A proposed streamflow-data program for Montana","interactions":[],"lastModifiedDate":"2021-12-22T21:17:09.982113","indexId":"ofr7033","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-33","title":"A proposed streamflow-data program for Montana","docAbstract":"<p>An evaluation of the streamflow data available in Montana was made to provide guidelines for planning future programs. The basic steps in the evaluation procedures were (1) definition of the long-term goals of the streamflow data program, (2) examination and analysis of all available data to determine which goals have already been met, and (3) consideration of alternate programs and techniques to meet remaining goals. Only one of the goals was met by generalization of the data for gaged basins by regression analysis. The regression method may be more successful at a future time if a more suitable model can be developed, and if an adequate sample of streamflow records can be obtained. In the meantime, other methods of transferring flow characteristics which require some information at the ungaged site may be used. A streamflow data program based on the guidelines developed in this study is proposed. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7033","issn":"0094-9140","usgsCitation":"Boner, F.C., and Buswell, G., 1970, A proposed streamflow-data program for Montana: U.S. Geological Survey Open-File Report 70-33, Report: 96 p.; 2 Plates: 39.06 x 22.92 inches and 39.23 x 22.95 inches, https://doi.org/10.3133/ofr7033.","productDescription":"Report: 96 p.; 2 Plates: 39.06 x 22.92 inches and 39.23 x 22.95 inches","costCenters":[],"links":[{"id":393339,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1970/0033/figure-4.pdf","text":"Figure 4","linkFileType":{"id":1,"text":"pdf"}},{"id":393338,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1970/0033/figure-3.pdf","text":"Figure 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8a25","contributors":{"authors":[{"text":"Boner, F. 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,{"id":20197,"text":"ofr70235 - 1970 - Preliminary analysis of infrared imagery, Pahute Mesa area, Nevada Test Site, NASA site 52","interactions":[],"lastModifiedDate":"2026-01-12T14:34:46.245936","indexId":"ofr70235","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-235","title":"Preliminary analysis of infrared imagery, Pahute Mesa area, Nevada Test Site, NASA site 52","docAbstract":"<p>Infrared images from two aircraft missions, flown by HRB-Singer Inc., August 10, 1966, and by NASA, Mission 30, September 3, 1966, have been analyzed. The HRB-Singer Inc., data, obtained in the 3-5 micrometer wavelength band between 10:32 and 11:53 p.m. (MST) in Spite of smoke in the atmosphere, revealed a fault that had not been mapped in the field and that was not visible on vertical black and white aerial photography.</p><p>Twenty-four days later under clear weather conditions, the NASA aircraft obtained infrared imagery in the 8-14 micrometer band on a night overflight of the same area, but the fault mentioned above is not readily identified.</p><p>Nighttime infrared observations assist stratigraphic and structural studies. Rhyolitic lava flows and welded tuff layers, having relatively high thermal inertia, are well outlined as bright (warm) areas on both sets of the nighttime imagery.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr70235","usgsCitation":"Morris, R.H., Carter, W.D., and Orkild, P.P., 1970, Preliminary analysis of infrared imagery, Pahute Mesa area, Nevada Test Site, NASA site 52: U.S. Geological Survey Open-File Report 70-235, Report: 5 p.; 6 Figures: 11.51 x 15.88 inches, https://doi.org/10.3133/ofr70235.","productDescription":"Report: 5 p.; 6 Figures: 11.51 x 15.88 inches","costCenters":[],"links":[{"id":152982,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1970/0235/report-thumb.jpg"},{"id":498526,"rank":8,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1970/0235/figure-6.pdf","text":"Figure 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,{"id":56044,"text":"ofr70260 - 1970 - A graphical summary of specific conductance data for the Delaware River estuary as correlated with Delaware River flow at Trenton, New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:11:50","indexId":"ofr70260","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-260","title":"A graphical summary of specific conductance data for the Delaware River estuary as correlated with Delaware River flow at Trenton, New Jersey","language":"ENGLISH","doi":"10.3133/ofr70260","usgsCitation":"Paulson, R., 1970, A graphical summary of specific conductance data for the Delaware River estuary as correlated with Delaware River flow at Trenton, New Jersey: U.S. Geological Survey Open-File Report 70-260, 28 p., 6 figs., https://doi.org/10.3133/ofr70260.","productDescription":"28 p., 6 figs.","costCenters":[],"links":[{"id":174948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae5a5","contributors":{"authors":[{"text":"Paulson, R.W.","contributorId":75130,"corporation":false,"usgs":true,"family":"Paulson","given":"R.W.","email":"","affiliations":[],"preferred":false,"id":254686,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2892,"text":"wsp1981 - 1970 - Electrical-analog-model study of water resources of the Columbus area, Bartholomew County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:05:20","indexId":"wsp1981","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1981","title":"Electrical-analog-model study of water resources of the Columbus area, Bartholomew County, Indiana","docAbstract":"The Columbus study area is in part of a glacial outwash sand and gravel aquifer that was deposited in a preglacial bedrock valley. The study area extends from the north line of Bartholomew County to the south county line and includes a small part of Jackson County south of Sand Creek and east of the East Fork White River. This report area includes about 100 square miles of the aquifer. \r\n\r\nIn the Columbus area, ground water in the outwash aquifer is unconfined. Results of pumping tests and estimates derived from specific-capacity data indicate that the average horizontal permeability for this aquifer is about 3,500 gallons per day per square foot. An average coefficient of storage of about 0.2 was determined from pumping tests. Transmissibilities range from near zero in some places along the boundary to about 500,000 gallons per day per foot in the thicker parts of the aquifer. About 800,000 acre-feet of water is in storage in the aquifer. This storage is equivalent to an average yield of 34 million gallons per day for about 21 years without recharge. \r\n\r\nAn electrical-analog model was built to analyze the aquifer system and determine the effects of development. Analysis of the model indicates that there is more than enough water to meet the estimated needs of the city of Columbus without seriously depleting the aquifer. Additional withdrawals will affect the flow in the Flatrock River, but if the withdrawals are made south of the city, they will not affect the river any more than present pumping. Future pumping should be confined to the deepest part of the outwash aquifer and (or) to the area adjacent to the streams. \r\n\r\nOn the basis of an hypothesized amount and distribution of pumping, the decline in water levels in the Columbus area as predicted by the model for the period 1970-2015 ranged from about 20 feet in the center of the areas of pumping to 3 feet or less in the areas upstream and downstream from these areas of pumping.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1981","usgsCitation":"Watkins, F., and Heisel, J.E., 1970, Electrical-analog-model study of water resources of the Columbus area, Bartholomew County, Indiana: U.S. Geological Survey Water Supply Paper 1981, iv, 22 p. :3 fold. maps (in pocket) ;24 cm., https://doi.org/10.3133/wsp1981.","productDescription":"iv, 22 p. :3 fold. maps (in pocket) ;24 cm.","costCenters":[],"links":[{"id":94726,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1981/plate-1.pdf","size":"927","linkFileType":{"id":1,"text":"pdf"}},{"id":94727,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1981/plate-2.pdf","size":"808","linkFileType":{"id":1,"text":"pdf"}},{"id":94728,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1981/plate-3.pdf","size":"1567","linkFileType":{"id":1,"text":"pdf"}},{"id":138361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1981/report-thumb.jpg"},{"id":29541,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1981/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606e19","contributors":{"authors":[{"text":"Watkins, Frank A.","contributorId":21140,"corporation":false,"usgs":true,"family":"Watkins","given":"Frank A.","affiliations":[],"preferred":false,"id":145965,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Heisel, J. E.","contributorId":103252,"corporation":false,"usgs":true,"family":"Heisel","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145966,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23606,"text":"ofr70189 - 1970 - Statistical summaries of Michigan streamflow data, duration hydrographs and summaries of flow duration, low flow, high flow, and monthly and annual mean discharge through September 1967","interactions":[{"subject":{"id":23605,"text":"ofr67135 - 1967 - Flow characteristics of Michigan streams","indexId":"ofr67135","publicationYear":"1967","noYear":false,"title":"Flow characteristics of Michigan streams"},"predicate":"SUPERSEDED_BY","object":{"id":23606,"text":"ofr70189 - 1970 - Statistical summaries of Michigan streamflow data, duration hydrographs and summaries of flow duration, low flow, high flow, and monthly and annual mean discharge through September 1967","indexId":"ofr70189","publicationYear":"1970","noYear":false,"title":"Statistical summaries of Michigan streamflow data, duration hydrographs and summaries of flow duration, low flow, high flow, and monthly and annual mean discharge through September 1967"},"id":1}],"lastModifiedDate":"2016-12-29T15:05:21","indexId":"ofr70189","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-189","title":"Statistical summaries of Michigan streamflow data, duration hydrographs and summaries of flow duration, low flow, high flow, and monthly and annual mean discharge through September 1967","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr70189","issn":"0094-9140","usgsCitation":"Knutilla, R., 1970, Statistical summaries of Michigan streamflow data, duration hydrographs and summaries of flow duration, low flow, high flow, and monthly and 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L.","contributorId":65451,"corporation":false,"usgs":true,"family":"Knutilla","given":"R. L.","affiliations":[],"preferred":false,"id":190397,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4685,"text":"twri03C1 - 1970 - Fluvial sediment concepts","interactions":[],"lastModifiedDate":"2012-02-02T00:05:31","indexId":"twri03C1","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":336,"text":"Techniques of Water-Resources Investigations","code":"TWRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"03-C1","title":"Fluvial sediment concepts","docAbstract":"This report is the first of a series concerned with the measurement of and recording of information about fluvial sediment and with related environmental data needed to maintain and improve basic sediment knowledge. Concepts presented in this report involve (1) the physical characteristics of sediment which include aspects relative 'to weathering, soils, resistance to erosion, and particle size, (2) sediment erosion, transport, and deposition characteristics, which include aspects relative to fine sediment and overland flow, coarse sediment and streamflow, variations in stream sediment concentration, deposition, and denudation, (3) geomorphic considerations, which include aspects relative to the drainage basin, mass wasting, and channel properties, (4) economic aspects, and (5) data needs and program objectives to be attained through the use of several kinds of sediment records.","language":"ENGLISH","publisher":"Government Printing Office,","doi":"10.3133/twri03C1","issn":"0565-596X","usgsCitation":"Guy, H., 1970, Fluvial sediment concepts: U.S. Geological Survey Techniques of Water-Resources Investigations 03-C1, vii, 55 p. :illus. ;26 cm. Reprinted in 1978, 1989., https://doi.org/10.3133/twri03C1.","productDescription":"vii, 55 p. :illus. ;26 cm. Reprinted in 1978, 1989.","costCenters":[],"links":[{"id":139161,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":245,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/twri/twri3-c1/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d6e4b07f02db5de5c1","contributors":{"authors":[{"text":"Guy, Harold P.","contributorId":6434,"corporation":false,"usgs":true,"family":"Guy","given":"Harold P.","affiliations":[],"preferred":false,"id":149622,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2122,"text":"wsp1898B - 1970 - Determination of the manning coefficient from measured bed roughness in natural channels","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1898B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1898","chapter":"B","title":"Determination of the manning coefficient from measured bed roughness in natural channels","docAbstract":"This report presents the results of a study to test the hypothesis that basic values of the Manning roughness coefficient of stream channels may be related to (1) some characteristic size of the streambed particles and to (2) the distribution of particle size. These two elements involving particle size can be combined into a single element by weighting characteristic particle sizes. The investigation was confined to channels with coarse bed material to avoid the complication of bed-form roughness that is associated with alluvial channels composed of fine bed material. \r\n\r\nFifty current-meter measurements of discharge and appropriate field surveys were made at 11 sites on California streams for the purpose of computing the roughness coefficient, n, by the Manning formula. The test sites were selected to give a wide range in average size of bed material, and the discharge measurements and surveys were made at such times as to provide data covering a suitable range in stream depth. The sites selected were relatively free of the extraneous flow-retarding effects associated with irregular channel conformation and streambank vegetation. \r\n\r\nThe characteristic bed-particle sizes used in the analyses were the 16,- 50,- and 84-percentile sizes as obtained from a cumulative frequency distribution of the diameters of randomly sampled surficial bed material. Separate distributions were computed for the minimum and intermediate values of the three diameters of a particle. The minimum diameters of the streambed particles were used in the study because a particle at rest on the bed invariably has its minimum diameter in the vertical position; this diameter is, therefore, the most representative measure of roughness height. The intermediate diameter was also studied because this is the diameter most easily measurable-either by sieve analysis or by photographic techniques--and--because it is the diameter that had been used in previous studies by other investigators. \r\n\r\nNo significant difference in reliability was found between the results obtained using minimum diameters and those obtained using intermediate diameters. In analyzing the field data, the roughness parameter, n/R1/6 (where R is hydraulic radius), was related to relative smoothness, R/d (where d is a characteristic, or weighted characteristic, particle size). The parameter n/R1/6, rather than n, was used because it is directly proportional to the square root of the Darcy-Weisbach friction factor, f, which is more widely used in theoretical studies of hydraulic friction. If the transformation of n/R1/6 to vf is made, the relations obtained in this study are of a form that is identical with that of the theoretical friction equation obtained by several investigators and that derived from field data by Leopold and Wolman (1957). The constants in the equation vary, of course, with the characteristic particle size used. \r\n\r\nThe relations best fitting the field data for this study were obtained by using either a characteristic particle diameter equal to the 84-percentile size (d84, the size equal to, or exceeding, that of 84 percent of the streambed particles), or a diameter obtained by weighting three characteristic particle sizes (dw, the size obtained by assigning a weight of 0.1 to d16 , a weight of 0.3 to d50 , and a weight of 0.6 to d84). The use of d84 alone gave slightly better results than the use of dw, and, in addition, the use of d84 alone is attractive from a standpoint of simplicity. It is difficult, however, to rationalize the use of d84 alone because of the implication that the distribution of sizes is irrelevant, and it matters not at all whether 84 percent of the bed material is sand or whether it is large cobbles, as long as 16 percent of the material is of greater size. Consequently, the author recommends the use of dw rather than d84 , although there was no unanimity of opinion on this recommendation among his colleagues who reviewed this paper. The reader is free to","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1898B","usgsCitation":"Limerinos, J.T., 1970, Determination of the manning coefficient from measured bed roughness in natural channels: U.S. Geological Survey Water Supply Paper 1898, v, 47 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1898B.","productDescription":"v, 47 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138255,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1898b/report-thumb.jpg"},{"id":27710,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1898b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66753b","contributors":{"authors":[{"text":"Limerinos, John Thomas","contributorId":102055,"corporation":false,"usgs":true,"family":"Limerinos","given":"John","email":"","middleInitial":"Thomas","affiliations":[],"preferred":false,"id":144703,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":127,"text":"wsp1971 - 1970 - Methods and applications of electrical simulation in ground-water studies in the lower Arkansas and Verdigris River Valleys, Arkansas and Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1971","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1971","title":"Methods and applications of electrical simulation in ground-water studies in the lower Arkansas and Verdigris River Valleys, Arkansas and Oklahoma","docAbstract":"The Arkansas River Multiple-Purpose Plan will provide year-round navigation on the Arkansas River from near its mouth to Muskogee, Okla., and on the Verdigris River from Muskogee to Catoosa, Okla. The altered regimen in the Arkansas and Verdigris Rivers will affect ground-water conditions in the adjacent alluvial aquifers. In 1957 the U.S. Geological Survey \r\n\r\nand U.S. Army Corps of Engineers entered into a cooperative agreement for a comprehensive ground-water study of the lower Arkansas and Verdigris River valleys. At the request of the Corps of Engineers, the Geological Survey agreed to provide (1) basic ground-water data before, during, and after construction of the Multiple-Purpose Plan and (2) interpretation and projections of postconstruction ground-water conditions. The data collected were used by the Corps of Engineers in preliminary foundation and excavation estimates and by the Geological Survey as the basis for defining the hydrologic properties of, and the ground-water conditions in, the aquifer. The projections of postconstruction ground-water conditions were used by the Corps of Engineers in the planning, design, construction, and operation of the Multiple-Purpose Plan. \r\n\r\nAnalysis and projections of ground-water conditions were made by use of electrical analog models. These models use the analogy between the flow of electricity in a resistance-capacitance circuit and the flow of a liquid in a porous and permeable medium.\r\n\r\nVerification provides a test of the validity of the analog to perform as the aquifer would, within the range of historic forces. The verification process consists of simulating the action of historic forces which have acted upon the aquifer and of duplicating the aquifer response with the analog. The areal distribution of accretion can be treated as an unknown and can be determined by analog simulation of the piezometric surface in an aquifer. Comparison of accretion with depth to piezometric surface below land surface shows that accretion decreases with decreasing depth to water level. The decrease in accretion is attributed mostly to the increase in evapotranspiration from the aquifer, and where water levels are very near the land surface, to the rejection of recharge. The maximum accretion and the decrease in accretion with the decrease in depth to water are dependent upon the climate and the thickness and lithology of the fine-grained material overlying the aquifer. \r\n\r\nDams on the Arkansas and Verdigris Rivers will impose a direct change in water levels in the aquifers adjacent to the rivers. This change will be attenuated by the resultant change in accretion to the aquifer. The analogs of aquifers in the valleys were used to determine the change in ground-water level from preconstruction to postconstruction conditions.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1971","usgsCitation":"Bedinger, M.S., Reed, J., Wells, C., and Swafford, B., 1970, Methods and applications of electrical simulation in ground-water studies in the lower Arkansas and Verdigris River Valleys, Arkansas and Oklahoma: U.S. Geological Survey Water Supply Paper 1971, vi, 71 p. :illus., maps (4 fold. in pocket) ;23 cm., https://doi.org/10.3133/wsp1971.","productDescription":"vi, 71 p. :illus., maps (4 fold. in pocket) ;23 cm.","costCenters":[],"links":[{"id":136437,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1971/report-thumb.jpg"},{"id":24734,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1971/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24735,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1971/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24736,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1971/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24737,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1971/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24738,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1971/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a01b","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":141978,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, J.E.","contributorId":41801,"corporation":false,"usgs":true,"family":"Reed","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":141977,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wells, C.J.","contributorId":80242,"corporation":false,"usgs":true,"family":"Wells","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":141979,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Swafford, B.F.","contributorId":38528,"corporation":false,"usgs":true,"family":"Swafford","given":"B.F.","email":"","affiliations":[],"preferred":false,"id":141976,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":22641,"text":"ofr7051 - 1970 - Flood of August 1969 in Virginia","interactions":[],"lastModifiedDate":"2019-02-05T07:55:42","indexId":"ofr7051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-51","title":"Flood of August 1969 in Virginia","docAbstract":"<p>Hurricane Camille became a tropical depression and soaked central Virginia with up to 28 inches of rain during the night of August 19th and morning of the 20th. The rains, flash floods, and rain-induced landslides accompanying the storm's passage have been called the worst natural disaster ever to strike Virginia.</p><p>Discharge of streams in the James, Potomac, Rappahapnock, and York River basins exceeded previous known maximums. At Tye River near Lovingston the peak flood discharge was eight times the previous high during the 31 years of record. James River stations downstream from the Maury River recorded peak flows of greater than 100-year recurrence interval.</p><p>As of Nov. 13, 1969, the State had counted 113 dead and 102 injured with 39 persons still missing. The total damage amounted to over $116 million.</p><p>This report provides hydrologic data needed for planning and design. The report includes a general description of the flood; precipitation information; sediment aspects of the flood; and records of stage and/or discharge for 105 sites. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7051","issn":"0094-9140","collaboration":"Prepared in cooperation with the State of Virginia","usgsCitation":"Camp, J., and Miller, E., 1970, Flood of August 1969 in Virginia: U.S. Geological Survey Open-File Report 70-51, Report: x, 120 p.; 1 Plate: 36.16 x 19.43 inches, https://doi.org/10.3133/ofr7051.","productDescription":"Report: x, 120 p.; 1 Plate: 36.16 x 19.43 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eee94","contributors":{"authors":[{"text":"Camp, J.D.","contributorId":61855,"corporation":false,"usgs":true,"family":"Camp","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":188622,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, E.M.","contributorId":42215,"corporation":false,"usgs":true,"family":"Miller","given":"E.M.","email":"","affiliations":[],"preferred":false,"id":188621,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":22518,"text":"ofr7032 - 1970 - A proposed streamflow data program for Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:07:56","indexId":"ofr7032","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-32","title":"A proposed streamflow data program for Oklahoma","docAbstract":"An evaluation of the streamflow data available in Oklahoma has been made to provide guidelines for planning future data-collection programs. The basic steps in the evaluation procedure were (1) definition of the long-terms goals of the streamflow-data program in quantitative form, (2) examination and analysis of streamflow data to determine which goals have been met, and (3) consideration of alternate programs and techniques to meet the remaining goals.\r\nThe study defines the individual relation between certain statistical streamflow characteristics and selected basin parameters. This relation is a multiple regression equation that could be used on a statewide basis to compute a selected natural-flow characteristic at any site on a stream. The study shows that several streamflow characteristics can be estimated within an accuracy equivalent to 10 years of record by use of a regression related to at least three climatic or basin parameters for any basin of 50 square miles or more.\r\n\r\nThe study indicates that significant changes in the scope and character of the data-collection program would enhance the possibility of attaining the remaining goals. A streamflow-data program based on the guidelines developed in this study is proposed for the future.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr7032","issn":"0094-9140","usgsCitation":"Bohn, J., and Hoffman, G.L., 1970, A proposed streamflow data program for Oklahoma: U.S. Geological Survey Open-File Report 70-32, 61 p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr7032.","productDescription":"61 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":154315,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a632f","contributors":{"authors":[{"text":"Bohn, J.D.","contributorId":84400,"corporation":false,"usgs":true,"family":"Bohn","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":188390,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoffman, G. L.","contributorId":70713,"corporation":false,"usgs":true,"family":"Hoffman","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":188389,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56060,"text":"ofr70326 - 1970 - A proposed streamflow-data program for Idaho","interactions":[],"lastModifiedDate":"2018-12-04T09:39:43","indexId":"ofr70326","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"70-326","title":"A proposed streamflow-data program for Idaho","docAbstract":"<p>A streamflow information system is proposed for Idaho. This proposal resulted from a study in which the basic steps were (1) definition of long-term program goals, (2) examination and evaluation of available data to determine which goals have been achieved, and (3) consideration of alternate programs and techniques for meeting the remaining goals.</p><p>The following conclusions are drawn from the study. Goals have been achieved on many of the principal unregulated streams; operation of 11 new or reactivated gages on principal streams are needed to satisfy needs. However, the goals cannot be met on unregulated minor streams with present data and analytical techniques. Few of the goals can be achieved with the available data for major or minor streams which are regulated, which are fed by springs or receive significant return flows, or which are affected by extensive channel losses. These streams will require river-systems studies which necessitate collection of complete records of diversions, return flows, upstream storage, and information relative to exchange between surface flow and ground water. Noteworthy inadequacies include data to define floods at long recurrence intervals, such as 100 year floods, and to define the low-flow characteristics, especially in small streams and in channels affected by springs, return flows, seepage, regulation, or diversions.</p><p>The proposed program consists of both data collection and analyses to efficiently provide the streamflow information required for (1) current water use and management, (2) planning and design, (3) determination of long-term trends, and (4) assessment of stream environment. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr70326","collaboration":"Prepared in cooperation with the Idaho Department of Water Administration and the Idaho Department of Highways","usgsCitation":"Thomas, C., and Harenberg, W., 1970, A proposed streamflow-data program for Idaho: U.S. Geological Survey Open-File Report 70-326, Report: v, 71 p.; 1 Plate: 22.21 x 34.27 inches, https://doi.org/10.3133/ofr70326.","productDescription":"Report: v, 71 p.; 1 Plate: 22.21 x 34.27 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":174260,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1970/0326/report-thumb.jpg"},{"id":359897,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1970/0326/figure-1.pdf","text":"Figure 1","linkFileType":{"id":1,"text":"pdf"}},{"id":359896,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0326/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -117.24,41.99 ], [ -117.24,49.0 ], [ -111.04,49.0 ], [ -111.04,41.99 ], [ -117.24,41.99 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8cf9","contributors":{"authors":[{"text":"Thomas, C.A.","contributorId":14385,"corporation":false,"usgs":true,"family":"Thomas","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":254707,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Harenberg, W. A.","contributorId":78743,"corporation":false,"usgs":true,"family":"Harenberg","given":"W. A.","affiliations":[],"preferred":false,"id":254708,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70190907,"text":"70190907 - 1970 - Daily water-temperature records for Utah streams, 1944-68","interactions":[],"lastModifiedDate":"2017-09-17T10:26:14","indexId":"70190907","displayToPublicDate":"1970-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5498,"text":"Utah Basic-Data Release","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"19","title":"Daily water-temperature records for Utah streams, 1944-68","docAbstract":"<p>Temperature is an important and sometimes critical factor for many uses of water. Temperature affects the usefulness of the water for recreation, fish and wildlife propagation, industrial cooling, food processing, and manufacturing. Temperature also affects the ability of the water to accommodate biologic and vegetative types of life.</p><p>The purpose of this report is to summarize in tabular form the water- temperature data that have been collected by the U.S. Geological Survey on a daily basis for streams in Utah. A few stream sites near the boundaries of Utah in neighboring States have been included. These sites are on streams which either flow out of or into Utah, and they may provide information of value in studies dealing with water quality in the State.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared in cooperation with The Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Whitaker, G., 1970, Daily water-temperature records for Utah streams, 1944-68: Utah Basic-Data Release 19, iv, 119 p.","productDescription":"iv, 119 p.","numberOfPages":"122","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345824,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-370&Title=Basic+Data+Report+19"},{"id":345825,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bf899de4b091459a5e0891","contributors":{"authors":[{"text":"Whitaker, G.L.","contributorId":36983,"corporation":false,"usgs":true,"family":"Whitaker","given":"G.L.","email":"","affiliations":[],"preferred":false,"id":710668,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70190908,"text":"70190908 - 1970 - Quality of surface water in the Bear River basin, Utah, Wyoming and Idaho","interactions":[],"lastModifiedDate":"2017-09-17T11:18:33","indexId":"70190908","displayToPublicDate":"1970-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5498,"text":"Utah Basic-Data Release","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"18","title":"Quality of surface water in the Bear River basin, Utah, Wyoming and Idaho","docAbstract":"<p>Water-quality data have been collected intermittently at several sites in the Bear River basin since 1947. Because the Bear River flows through three States - Utah, Wyoming, and Idaho - water-quality programs have been confined for the most part within State boundaries. In 1967, the U.S. Geological Survey, as a part of its cooperative program with the Utah Department of Natural Resources, Division of Water Rights, designed a reconnaissance to obtain needed water-quality information for the entire basin. This report presents the results of the data-collection phase of the reconnaissance. Also included in this report are data collected intermittently or periodically prior to the reconnaissance by the U.S. Geological Survey, the U.S. Bureau of Reclamation, and the Federal Water Pollution Control Administration. An interpretive report is being prepared and will be published by the U.S. Geological Survey as a Hydrologic Atlas.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared in cooperation with The Utah Department of Natural Resources, Division of Water Rights","usgsCitation":"Waddell, K., 1970, Quality of surface water in the Bear River basin, Utah, Wyoming and Idaho: Utah Basic-Data Release 18, 65 p.","productDescription":"65 p.","numberOfPages":"73","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345828,"rank":2,"type":{"id":22,"text":"Related Work"},"url":"https://pubs.usgs.gov/publication/ha417","text":"Interpretive Report: ","linkHelpText":"Hydrologic Atlas 417"},{"id":345829,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345827,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/docview.exe?Folder=TP21-1-360&Title=Basic+Data+Report+18"}],"country":"United States","state":"Idaho, Utah, Wyoming","otherGeospatial":"Bear River basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bf899de4b091459a5e088f","contributors":{"authors":[{"text":"Waddell, K.M.","contributorId":59009,"corporation":false,"usgs":true,"family":"Waddell","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":710674,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":38733,"text":"pp627B - 1969 - Effects of urban development on direct runoff to East Meadow Brook, Nassau County, Long Island, New York","interactions":[],"lastModifiedDate":"2025-04-15T19:29:23.002453","indexId":"pp627B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","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":"627","chapter":"B","title":"Effects of urban development on direct runoff to East Meadow Brook, Nassau County, Long Island, New York","docAbstract":"<p>The study described in this report is concerned with the effects of intensive urban development on direct runoff to East Meadow Brook, a southward-flowing stream in central Nassau County, N.Y., during the period 1937-66. The specific objectives of the study were (a) to relate indices of urban development to increases in the volume of annual direct runoff to the stream; (b) to compare hydrograph features at different periods during the transition of the drainage basin from rural to urban conditions; and (c) to compare the rainfall-runoff relations for periods before and after urban development.</p><p>Periods of housing and street construction in the drainage basin correspond to three distinct periods of increased direct runoff after the base period 1937-43-namely, 1944-51, 1952-59, and 1960-62. During each period, the average annual direct runoff increased because of an increase in the area served by storm sewers that discharged into East Meadow Brook. The amount of land served by sewers increased from about 570 acres in 1943 to about 3,600 acres in 1962, or about 530 percent. During this same period, the average annual direct runoff increased from about 920 acre-feet per year to about 3,400 acre-feet per year, or about 270 percent.</p><p>The shape of direct-runoff unit hydrographs of East Meadow Brook also changed during the period of study. The average peak discharge of a 1-hour-duration unit hydrograph increased from 313 cubic feet per second, for storms in 1937-43, to 776 cubic feet per second, for storms in 1960-62, or about 2.5 times. In addition, the widths of the unit hydrographs for 1960-62 at values of 50 and 75 percent of the peak discharge were 38 and 28 percent, respectively, the comparable widths of the unit hydrographs for 1937-43.</p><p>An analysis of the rainfall-runoff relations for both preurban and urban conditions indicates that the direct runoff for both periods increased with the magnitude of the storm. However, the direct runoff during a period of urbanized conditions (1964- 66) was from 1.1 to 4.6 times greater than the corresponding runoff during the preurban period 1937-43, depending on the size of the individual storm.</p><p>The volume of direct runoff from the parts of the subarea equipped with storm sewers that discharged into East Meadow Brook is estimated to have been roughly 3,000 acre-feet per year in 1960-62, or about 20 percent of the precipitation on those parts of the area.</p><p>The increase in direct runoff probably represents a loss of ground-water recharge. However, because data changes in evapo-transpiration are insufficient and because the effects of recharge basins are unknown, adequate quantitative estimates of groundwater recharge can not be made.</p><p>On the basis of the present zoning regulations and on assumption that an additional 320 acres in the Hempstead subarea will be serviced by storm sewers that discharge into East Meadow Brook, direct runoff from the subarea is expected to increase in the future to an estimated 4,000-4,500 acre-feet per year.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology and some effects of urbanization on Long Island, New York (Professional Paper 627)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp627B","collaboration":"Prepared in cooperation with the New York State Department of Conservation, Division of Water Resources; the Nassau County Department of Public Works; the Suffolk County Board of Supervisors; and the Suffolk County Water Authority","usgsCitation":"Seaburn, G., 1969, Effects of urban development on direct runoff to East Meadow Brook, Nassau County, Long Island, New York: U.S. Geological Survey Professional Paper 627, Report: iii, 14 p.; 1 Plate: 25.54 x 35.52 inches, https://doi.org/10.3133/pp627B.","productDescription":"Report: iii, 14 p.; 1 Plate: 25.54 x 35.52 inches","costCenters":[],"links":[{"id":484611,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4955.htm","linkFileType":{"id":5,"text":"html"}},{"id":65592,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0627b/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":340354,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0627b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122210,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0627b/report-thumb.jpg"}],"country":"United States","state":"New York","county":"Nassau County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -73.75,\n              40.65\n            ],\n            [\n              -73.5,\n              40.65\n            ],\n            [\n              -73.5,\n              40.8\n            ],\n            [\n              -73.75,\n              40.8\n            ],\n            [\n              -73.75,\n              40.65\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60feb1","contributors":{"authors":[{"text":"Seaburn, G.E.","contributorId":42193,"corporation":false,"usgs":true,"family":"Seaburn","given":"G.E.","email":"","affiliations":[],"preferred":false,"id":220362,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1690,"text":"wsp1898A - 1969 - Stage-discharge characteristics of a Weir in a sand-channel stream","interactions":[],"lastModifiedDate":"2012-02-02T00:05:14","indexId":"wsp1898A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1898","chapter":"A","title":"Stage-discharge characteristics of a Weir in a sand-channel stream","docAbstract":"A unique relation between water-surface elevation and water discharge usually does not exist for sand-channel streams. The relation is affected by changes in bed roughness and changes in bed elevation because of scour and fill. An artificial control on a sand-channel stream must control both the resistance to flow and the bed elevation in order to stabilize the relation between water-surface elevation and water discharge. \r\n\r\nThe weir (control structure) in the Rio Grande conveyance channel near Bernardo, N. Mex., was designed on the basis of a model study and field data (Harris and Richardson, 1964). About 72 percent of the measurements used to define the base relation between water-surface elevation and water discharge falls within plus or minus 5 percent of the mean relation for the prototype. The stage-discharge relation is not affected by backwater for values of submergence less than 90 percent. There is no consistent relation between the ratio of measured discharge to rated discharge and submergence for values of submergence greater than 90 percent. \r\n\r\nThe control does not restrict the channel capacity to less than the stated design capacity of 2,000 cubic feet per second. When the control is drowned out, or ineffective, the relation of water-surface elevation to water discharge is virtually the same as that prior to construction of the control for discharges greater than 1,500 cubic feet per second. When the control is not drowned out--that is, free-fall conditions exist--the water-surface elevation for a discharge of 2,000 cubic feet per second is greater than the minimum elevation, but is less than the maximum elevation that occurred at that discharge prior to construction. \r\n\r\nThe model study was only partially successful in predicting the operating characteristics of the prototype. Some of the differences between prototype operation and model predictions may exist because the prototype was not built exactly as recommended on the basis of the model study. In general, the prototype has operated somewhat better than the model predicted.","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/wsp1898A","usgsCitation":"Gonzalez, D.D., Scott, C., and Culbertson, J.K., 1969, Stage-discharge characteristics of a Weir in a sand-channel stream: U.S. Geological Survey Water Supply Paper 1898, iii, 29 p., https://doi.org/10.3133/wsp1898A.","productDescription":"iii, 29 p.","costCenters":[],"links":[{"id":137040,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1898a/report-thumb.jpg"},{"id":26775,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1898a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e478fe4b07f02db48a1b7","contributors":{"authors":[{"text":"Gonzalez, Don D.","contributorId":49774,"corporation":false,"usgs":true,"family":"Gonzalez","given":"Don","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":143978,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, C.H.","contributorId":101634,"corporation":false,"usgs":true,"family":"Scott","given":"C.H.","email":"","affiliations":[],"preferred":false,"id":143979,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Culbertson, James K.","contributorId":31371,"corporation":false,"usgs":true,"family":"Culbertson","given":"James","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":143977,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":57748,"text":"ofr69335 - 1969 - Ground-water levels in observation wells in Oklahoma, 1967-68","interactions":[],"lastModifiedDate":"2012-02-02T00:12:33","indexId":"ofr69335","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","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":"69-335","title":"Ground-water levels in observation wells in Oklahoma, 1967-68","docAbstract":"The investigation of the ground-water resources of Oklahoma by the U.S. Geological Survey in cooperation with the Oklahoma Water Resources Board includes a continuing program to collect records of water levels in selected observation wells on a systematic basis. These water-level records: (1) provide an index to available ground-water supplies; (2) facilitate the prediction of trends in water levels that will indicate likely changes in storage; (3) aid in the prediction of the base flow of streams; (4) provide information for use in basic research; (5) provide long-time continuous records of fluctuations of water levels in representative wells; and (6) serve as a framework to which other types of hydrologic data my be related.\r\nPrior to 1956, measurements of water levels in observation wells in Oklahoma were included in water-supply papers published annually by the U.S. Geological Survey. Beginning with the 1956 calendar year, however, Geological Survey water-level reports will contain only records of a selected network of observation wells, and will be published at 5-year intervals. The first of this series, for the 1956-59 period was published in 1962.\r\n\r\nThis report has been prepared primarily to present water-level records of wells not included in the Federal network. However, for the sake of completeness it includes water-level records of Federal wells that either have been or will be published in water-supply papers since 1955. This report, which contains water-level records for the 2-year period (1967-68), is the fifth in a series presenting water-level records for all permanent observations wells in Oklahoma. The first report, published in 1963, contains water-level records for the 2-year period of (1961-62); the second report, published in 1964, contains water-level records for the 2-year period (1961-62); the third report, published in 1965, contains water-level records for the 2-year period (1963-64); and the fourth report contains water-level records for the 2-year period (1965-66).","language":"ENGLISH","doi":"10.3133/ofr69335","usgsCitation":"Bingham, R., 1969, Ground-water levels in observation wells in Oklahoma, 1967-68: U.S. Geological Survey Open-File Report 69-335, 92 p., https://doi.org/10.3133/ofr69335.","productDescription":"92 p.","costCenters":[],"links":[{"id":182463,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db69818a","contributors":{"authors":[{"text":"Bingham, R.H.","contributorId":37301,"corporation":false,"usgs":true,"family":"Bingham","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":257684,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1027,"text":"wsp1873B - 1969 - Estuarine studies in upper Grays Harbor, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1873B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1873","chapter":"B","title":"Estuarine studies in upper Grays Harbor, Washington","docAbstract":"Improved management of the water resources of Grays Harbor, Wash., requires more data on the water quality of the harbor and a better understanding of the influences of industrial and domestic wastes on the local fisheries resources. To provide a more comprehensive understanding of these influences, the U.S. Geological Survey joined other agencies in a cooperative study of Grays Harbor. This report summarizes the Survey's study of circulation patterns, description of water-quality conditions, and characterization of bottom material in the upper harbor. \r\n\r\nSalt water was found to intrude at least as far as Montesano, 28.4 nautical miles from the mouth of the harbor. Longitudinal salinity distributions were used to compute dispersion (diffusivity) coefficients ranging from 842 to 3,520 square feet per second. These values were corroborated by half-tidal-cycle dye studies. The waters of the harbor were found to be well mixed after extended periods of low fresh-water flow but stratified at high flows. Salinity data were used lo define the cumulative 'mean age' of the harbor water, which may be used to approximate a mean 'flushing time.' \r\n\r\nVelocity-time curves for the upper harbor are distorted from simple harmonic functions owing to channel geometry and frictional effects. Surface and bottom velocity data were used to estimate net tidal 'separation' distance, neglecting vertical mixing. Net separation distances between top and bottom water ranged from 1.65 nautical miles when fresh-water inflow was 610 cubic feet per second to 13.4 miles when inflow was 15,900 cubic feet per second. The cumulative mean age from integration of the fresh-water velocity equation was about twice that obtained from the salinity distribution. \r\n\r\nExcursion distances obtained with dye over half-tidal cycles exceeded those estimated from longitudinal salinity distributions and those obtained by earlier investigators who used floats. Net tidal excursions were as much as twice those obtained with floats. \r\n\r\nThe carbon content of bottom materials was related to channel fine material: \r\n\r\nC= 0.315+0.0238 F \r\n\r\nwhere C is in percent by dry weight, and F is percent by weight finer than 0.062 millimeter. Carbon content was low upstream and downstream of the upper harbor area, and high in the Cow Point-Rennie Island reach. The high-carbon-content reach coincides with the general area of a dissolved-oxygen sag. \r\n\r\nThe logarithm of the fresh-water discharge gave a high degree of correlation with daily maximum specific conductance at Cosmopolis. The regression equation is: \r\n\r\nKc max---- 76.4-- 17.7 logl0 Qf \r\n\r\nwhere Kc max is in millimhos at 25 ? Celsius (centigrade), and Qf is the estimated daily fresh-water discharge, in cubic feet per second. \r\n\r\nDissolved oxygen is the most critical water-quality parameter in Grays Harbor. At Cosmopolis, the daily minimum dissolved oxygen content, DOc min, correlated well with discharge and tidal range, delta H. The regression equation relating the variables is: \r\n\r\nDOc min---- 6.03 + 0.00096 Qf - 0.291 delta H \r\n\r\nin which DOc min is in milligrams per liter and delta H is in feet. The upper harbor was found to contain 250 million cubic feet less water than average during the critical low-flow period, on the basis of the frequency distribution of predicted tides. About 78,000 pounds of dissolved oxygen is thus unavailable for oxidation of waste during summer.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1873B","usgsCitation":"Beverage, J.P., and Swecker, M.N., 1969, Estuarine studies in upper Grays Harbor, Washington: U.S. Geological Survey Water Supply Paper 1873, vi, 90 p., https://doi.org/10.3133/wsp1873B.","productDescription":"vi, 90 p.","costCenters":[],"links":[{"id":137896,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1873b/report-thumb.jpg"},{"id":25656,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1873b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fb152","contributors":{"authors":[{"text":"Beverage, Joseph P.","contributorId":48943,"corporation":false,"usgs":true,"family":"Beverage","given":"Joseph","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":143049,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Swecker, Milton N.","contributorId":57826,"corporation":false,"usgs":true,"family":"Swecker","given":"Milton","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":143050,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":17964,"text":"ofr699 - 1969 - Preliminary geologic interpretation of aeromagnetic data in the Nixon Fork district, Alaska","interactions":[{"subject":{"id":17964,"text":"ofr699 - 1969 - Preliminary geologic interpretation of aeromagnetic data in the Nixon Fork district, Alaska","indexId":"ofr699","publicationYear":"1969","noYear":false,"title":"Preliminary geologic interpretation of aeromagnetic data in the Nixon Fork district, Alaska"},"predicate":"SUPERSEDED_BY","object":{"id":39568,"text":"pp700D - 1970 - Geological Survey research 1970, Chapter D","indexId":"pp700D","publicationYear":"1970","noYear":false,"chapter":"D","title":"Geological Survey research 1970, Chapter D"},"id":1}],"supersededBy":{"id":39568,"text":"pp700D - 1970 - Geological Survey research 1970, Chapter D","indexId":"pp700D","publicationYear":"1970","noYear":false,"title":"Geological Survey research 1970, Chapter D"},"lastModifiedDate":"2024-01-17T19:39:16.691625","indexId":"ofr699","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","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":"69-9","title":"Preliminary geologic interpretation of aeromagnetic data in the Nixon Fork district, Alaska","docAbstract":"<p>An aeromagnetic map covering 480 square miles was compiled for the Nixon Fork district, which is located approximately 35 miles northeast of McGrath, Alaska. The survey was flown in search of concealed intrusive rocks which may have produced contact metamorphic deposits in limestone similar to the known lode deposits which have been the principal source of gold in the district.</p><p>The exposed quartz monzonite stocks with which the lode deposits are associated produce negative magnetic anomalies. Slight to moderately strong positive anomalies correlate with granitic intrusives in contact with Upper Cretaceous rocks in the Iditarod-Nixon Fork fault zone. No significant mineral deposits have been found in conjunction with these granitic bodies.</p><p>Positive anomalies, delineating buried intrusives, occur near the east and west boundaries of the mapped area. The nature of the westernmost intrusive is unknown.</p><p>An area of possible economic interest lies between Limestone Mountain and Whirlwind-Canyon Creeks in the eastern sector of the mapped area. An elliptical positive anomaly is superimposed on an elongate, slightly negative anomaly. This negative anomaly may represent an intrusive similar to the quartz monzonite with which the lode deposits are affiliated. The positive anomaly may be a near-vertical mafic dike intruded to within 50 feet of the surface of a limestone ridge. Limestone in the vicinity of the dike may be a favorable area for prospecting for lode deposits similar to the known gold-producing deposits of the district.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr699","usgsCitation":"Anderson, L.A., Reed, B.L., and Johnson, G.R., 1969, Preliminary geologic interpretation of aeromagnetic data in the Nixon Fork district, Alaska: U.S. Geological Survey Open-File Report 69-9, Report: ii, 6 p.; 1 Plate: 40.63 x 31.55 inches, https://doi.org/10.3133/ofr699.","productDescription":"Report: ii, 6 p.; 1 Plate: 40.63 x 31.55 inches","costCenters":[],"links":[{"id":149186,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1969/0009/report-thumb.jpg"},{"id":424516,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1969/0009/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":424515,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1969/0009/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","otherGeospatial":"Nixon Fork district","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -156.21098975436422,\n              64.39363688486736\n            ],\n            [\n              -156.0545619009912,\n              64.39363688486736\n            ],\n            [\n              -156.0545619009912,\n              64.40237470471484\n            ],\n            [\n              -156.21098975436422,\n              64.40237470471484\n            ],\n            [\n              -156.21098975436422,\n              64.39363688486736\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -158.14993847514128,\n              64.4117874414261\n            ],\n            [\n              -158.14993847514128,\n              63.40759602117143\n            ],\n            [\n              -150.94307945964977,\n              63.40759602117143\n            ],\n            [\n              -150.94307945964977,\n              64.4117874414261\n            ],\n            [\n              -158.14993847514128,\n              64.4117874414261\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c2e1","contributors":{"authors":[{"text":"Anderson, Lennart A.","contributorId":106111,"corporation":false,"usgs":true,"family":"Anderson","given":"Lennart","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":178293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, Bruce L.","contributorId":19928,"corporation":false,"usgs":true,"family":"Reed","given":"Bruce","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":178294,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnson, Gordon R.","contributorId":90725,"corporation":false,"usgs":true,"family":"Johnson","given":"Gordon","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":178295,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2789,"text":"wsp1874 - 1969 - Water in the Kahuku area, Oahu, Hawaii","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1874","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1874","title":"Water in the Kahuku area, Oahu, Hawaii","docAbstract":"The Kahuku area comprises the north end of the Koolau Range and its bordering coastal plain. This part of the range is less deeply eroded than oth3r parts, and except for long, narrow valleys and cliffs near the shore, it has retained the general shape of the original volcanic dome. A 21/2-mile-wide dike zone of parallel and subparallel dikes along the crest is the remnant of the fissure zone of eruption. Outcrops are mostly permeable lava flows of the Koolau Volcanic Series, which are intruded by dikes inside the dike zone and are free of dikes outside it. The lava flows constitute main aquifers, and water bodies in them are called dike water inside the dike zone and basal water outside it. \r\n\r\nDikes, because they are less permeable than the lava flows they intrude, impound ground water, thereby controlling its movement, discharge, and storage. The top of the dike-impounded water is at an altitude of at least 1,000 feet near the south end of the Kahuku area. Dike water is discharged as leakage, the amount of which fluctuates in response to changes in storage, as flow into streams, where they intersect saturated rock, and as underflow to the basal-water body. \r\n\r\nBasal water occurs on either side of the dike zone, which forms both a structural and hydrologic boundary. It is artesian on the windward side wherever it underlies the coastal plain, and the altitude of water levels ranges from 7 to 22 feet. Leeward of the dike zone, basal water occurs only under water-table conditions because of the near absence of a coastal plain, and the altitude of water levels ranges from less than 1 foot to about 3 feet. \r\n\r\nThe quality of dike water is excellent except near the north end. where it is slightly contaminated by infiltration of irrigation water that contains as much as 1,200 mg/1 (milligrams per liter) chloride. Irrigation water is also a source of contamination of the basal-water body. The major contaminant, however, is sea water, which underlies the basal-water body. In the Kahuku subarea--where pumpage from the basal-water body is greatest--sea-water contamination is a major concern. Natural contamination by encroaching sea water extends more than 2 miles inland in the Waimea-Kawela subarea and generally precludes development of large quantities of basal water. \r\n\r\nAt low altitudes where the perennial flow is small, all streams are intermittent except Kaluanui and Kamananui. Some streams are perennial in their upper reaches because of persistent rainfall, and some are perennial in their middle reaches owing to the discharge of dike water; however, most flows are small in the lower reaches because most of the flow has infiltrated into the ground-water reservoir. For these reasons, streamflow cannot be economically developed and is not a reliable source of water supply. Average rainfall is about 240 mgd (million gallons per day). Of this amount, about 220 mgd is in the mountains. On .the basis of a rainfall input of 220 mgd and estimates of stream runoff and evapotranspiration, ground-water flow is estimated to be 85 mgd, a figure which compares favorably with estimates based on analyses of pumping-test data. Of this amount, an average of 30 mgd is discharged by wells and the remaining 55 mgd is eventually discharged to the sea by underflow or to the atmosphere by evapotranspiration. \r\n\r\nThe most promising areas for developing basal water are in the Hauula and Laie subareas, where draft is low and ground-water flow is high. The Waimea-Kawela subarea is not promising owing 'to low ground-water flow even though draft is low. Least promising for development is in the Kahuku subarea where an overdeveloped condition prevails in which draft for sugarcane irrigation exceeds the ground-water flow. The development of dike water is promising in the Waimea-Kawela subarea where ground-water flow greatly exceeds the draft.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1874","usgsCitation":"Takasaki, K., and Valenciano, S., 1969, Water in the Kahuku area, Oahu, Hawaii: U.S. Geological Survey Water Supply Paper 1874, v, 59 p. :illus., maps (1 fold. col. in pocket) ;24 cm., https://doi.org/10.3133/wsp1874.","productDescription":"v, 59 p. :illus., maps (1 fold. col. in pocket) ;24 cm.","costCenters":[],"links":[{"id":138866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1874/report-thumb.jpg"},{"id":29269,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1874/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29270,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1874/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f126f","contributors":{"authors":[{"text":"Takasaki, K. J.","contributorId":44523,"corporation":false,"usgs":true,"family":"Takasaki","given":"K. J.","affiliations":[],"preferred":false,"id":145791,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Valenciano, Santos","contributorId":54974,"corporation":false,"usgs":true,"family":"Valenciano","given":"Santos","email":"","affiliations":[],"preferred":false,"id":145792,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70048641,"text":"70048641 - 1969 - Ground-water data as of 1967, Central Coastal Subregion, California","interactions":[],"lastModifiedDate":"2013-12-12T13:01:34","indexId":"70048641","displayToPublicDate":"1979-10-25T12:51:00","publicationYear":"1969","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}},"title":"Ground-water data as of 1967, Central Coastal Subregion, California","docAbstract":"<p>Most usable ground water in the predominantly mountainous Central Coastal Subregion occurs in alluvium-filled valleys and coastal plains and in deeper aquifers of Quaternary and Tertiary age. The intervening mountainous areas are underlain by consolidated sedimentary, igneous, and metamorphic rocks, mainly of Mesozoic age. These older rocks contain only small quantities of recoverable ground water and, therefore, are not considered a major source of ground water.</p>\n<br/>\n<p>In the Central Coastal Subregion, 24 basins have been identified as significant sources of ground water. The total area of the 24 basins is about 3,500 square miles. The water-bearing deposits range in thickness from about 200 to 4,000 feet. Depending on local conditions, recharge infiltrates at rates of less than 1½ feet per day to more than 10 feet per day in the upper part of alluvial fans and stream channels and at the outcrops of the deeper aquifers. The maximum measured depth to water in the water-bearing deposits is 568 ft. In several valleys there are flowing wells. </p>\n<br/>\n<p>Total storage capacity of 16 of the basins is more than 20,000,000 acre-feet . The usable storage capacity of 18 of the basins is more than 7,600,000 acre-feet; the limiting factors are sea-water intrusion and high pumping lift. Ground-water temperature ranges from about 55° to about 75°F . The dissolved-solids content of the water is generally less than 800 parts per million, but locally is more than 11,000 parts per million. The predominant water type is calcium bicarbonate, but sodium, magnesium, sulfate, and chloride are present locally in significant quantities. </p>\n<br/>\n<p>Properly constructed wells in some areas can yield 425 gallons per minute. </p>","language":"English","publisher":"U.S. Geological Survey, Water Resources Division","publisherLocation":"Menlo Park, CA","doi":"10.3133/70048641","usgsCitation":"Bader, J., 1969, Ground-water data as of 1967, Central Coastal Subregion, California: U.S. Geological Survey Open-File Report, iii, 16 p., https://doi.org/10.3133/70048641.","productDescription":"iii, 16 p.","numberOfPages":"19","costCenters":[{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":278452,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70048641.jpg"},{"id":279569,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70048641/report.pdf"}],"country":"United States","state":"California","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122.4976,34.0071 ], [ -122.4976,37.501 ], [ -118.9984,37.501 ], [ -118.9984,34.0071 ], [ -122.4976,34.0071 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"526b9306e4b058918d0acc0c","contributors":{"authors":[{"text":"Bader, J. S.","contributorId":65830,"corporation":false,"usgs":true,"family":"Bader","given":"J. S.","affiliations":[],"preferred":false,"id":485240,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70203695,"text":"70203695 - 1969 - Floods in the Guayanilla-Yauco area, Puerto Rico","interactions":[{"subject":{"id":70203695,"text":"70203695 - 1969 - Floods in the Guayanilla-Yauco area, Puerto Rico","indexId":"70203695","publicationYear":"1969","noYear":false,"title":"Floods in the Guayanilla-Yauco area, Puerto Rico"},"predicate":"SUPERSEDED_BY","object":{"id":68426,"text":"ha414 - 1971 - Floods in the Guayanilla-Yauco area, Puerto Rico","indexId":"ha414","publicationYear":"1971","noYear":false,"title":"Floods in the Guayanilla-Yauco area, Puerto Rico"},"id":1}],"supersededBy":{"id":68426,"text":"ha414 - 1971 - Floods in the Guayanilla-Yauco area, Puerto Rico","indexId":"ha414","publicationYear":"1971","noYear":false,"title":"Floods in the Guayanilla-Yauco area, Puerto Rico"},"lastModifiedDate":"2019-06-04T15:19:40","indexId":"70203695","displayToPublicDate":"1969-01-01T16:09:06","publicationYear":"1969","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":"Floods in the Guayanilla-Yauco area, Puerto Rico","docAbstract":"<p>This report is a compilation of data pertaining to floods in Rios Guayanilla and Yauco, based principally upon information obtained from residents in the study area. This information is a useful tool in making land-use and development decisions.</p><p>The Guayanilla and Yauco basins lie in the southwestern part of Puerto Rico. The streams flow southward from the rugged Cordillera Central and empty into Bahia de Guayanilla. The lower basins are devoted principally to the production of sugarcane and are subject to destructive floods. Details pertaining to basin features, flood frequency, flood profiles, and inundated areas are discussed by individual basins. All elevations given are in meters above mean sea level. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70203695","collaboration":"Prepared in cooperation with Commonwealth of Puerto Rico Department of Public Works","usgsCitation":"Fields, F.K., 1969, Floods in the Guayanilla-Yauco area, Puerto Rico: Open-File Report, Report: 25 p.; 1 Plate: 27.73 x 38.48 inches, https://doi.org/10.3133/70203695.","productDescription":"Report: 25 p.; 1 Plate: 27.73 x 38.48 inches","costCenters":[],"links":[{"id":364340,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70203695/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":364339,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70203695/report-thumb.jpg"},{"id":364341,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/unnumbered/70203695/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"20000","state":"Puerto Rico","otherGeospatial":"Guayanilla-Yauco area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -66.875,\n              17.91666667\n            ],\n            [\n              -66.75,\n              17.91666667\n            ],\n            [\n              -66.75,\n              18.08333333\n            ],\n            [\n              -66.875,\n              18.08333333\n            ],\n            [\n              -66.875,\n              17.91666667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Fields, Fred K.","contributorId":69981,"corporation":false,"usgs":true,"family":"Fields","given":"Fred","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":763661,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70179726,"text":"70179726 - 1968 - Dissolved-mineral inflow to Great Salt Lake and chemical characteristics of the salt lake brine: Summary for water years 1960, 1961, and 1964","interactions":[],"lastModifiedDate":"2017-09-06T17:24:36","indexId":"70179726","displayToPublicDate":"2016-12-01T00:00:00","publicationYear":"1968","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5485,"text":"Utah Geological and Mineralogical Survey Water-Resources Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"10","title":"Dissolved-mineral inflow to Great Salt Lake and chemical characteristics of the salt lake brine: Summary for water years 1960, 1961, and 1964","docAbstract":"<p>The investigation of dissolved-mineral inflow to Great Salt Lake during the water years 1960, 1961, and 1964 was conducted during conditions of streamflow that were representative of the lowest and the average recorded during the water years 1934-64. The study conducted during the 1960 and 1961 water years was limited to defining surface-water inflow at sites close to the lakeshore, as well as at sites used in the 1960-6 study. From these comparative data, estimates of inflow at the lakeshore were made for the 1960 and 1961 water years. During the 1964 water year, when inflow to the lake was probably representative of the 31-year period, about 800,000 acre-feet of water containing 2,200,000 tons of dissolved solids entered the lake.</p><p>During the years of average streamflow, about 500,000 acre-feet of water which might be developed for culinary use, passes the lowest sampling sites on the Bear and Weber Rivers. Also, more than 90 percent of the flow near the mouths of the Bear, Weber, and Jordan Rivers would be suitable for irrigation.</p><p>Sources of inflow could be selected to provide a water supply for a fresh-water lake east of Antelope Island. The supply would range from 300,000 acre-feet of water containing 800 ppm (parts per million) of dissolved solids during periods of low streamflow to 1 million acre-feet containing 500 ppm during periods of average streamflow.</p>","language":"English","publisher":"Utah Geological and Mineralogical Survey","publisherLocation":"Salt Lake City, UT","collaboration":"Prepared in cooperation with the Utah Geological and Mineralogical Survey","usgsCitation":"Hahl, D.C., 1968, Dissolved-mineral inflow to Great Salt Lake and chemical characteristics of the salt lake brine: Summary for water years 1960, 1961, and 1964: Utah Geological and Mineralogical Survey Water-Resources Bulletin 10, 35 p.","productDescription":"35 p.","numberOfPages":"37","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":333209,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":333207,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://ugspub.nr.utah.gov/publications/water_resources_bulletins/WRB-10.pdf"}],"country":"United States","state":"Utah","otherGeospatial":"Great Salt Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -113.35693359375,\n              40.48038142908172\n            ],\n            [\n              -113.35693359375,\n              42.01665183556825\n            ],\n            [\n              -111.566162109375,\n              42.01665183556825\n            ],\n            [\n              -111.566162109375,\n              40.48038142908172\n            ],\n            [\n              -113.35693359375,\n              40.48038142908172\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5879f5ade4b0847d353f44ce","contributors":{"authors":[{"text":"Hahl, D. C.","contributorId":57436,"corporation":false,"usgs":true,"family":"Hahl","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":658452,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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